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Permit D08-108 - COSTCO - STORAGE RACKS
COSTCO 400 COSTCO DR D08.108 Parcel No.: 2523049063 Address: 400 COSTCO DR TUKW Suite No: Tenant: Name: COSTCO Address: 400 COSTCO DR , TUKWILA WA CRAM' Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Owner: Name: SADE PAUL +ELEANOR Address: 585 POINT SAN PEDRO RD , SAN RAFAEL CA 94901 Phone: Contact Person: Name: DEAN MOWEN Address: 1416 W SAN PEDRO #101 , GILBERT AZ 85233 Phone: 602 - 570 -4000 Contractor: Name: MICROBLEND TECHNOLOGY (DEAN MOWEN) Address: 1416 W SAN PEDRO #101 , GILBERT AZ 85233 Phone: 602 570 -4000 Contractor License No: doc: IBC -10/06 DEVELOPMENT PERMIT Permit Number: D08 -108 Issue Date: 03/14/2008 Permit Expires On: 09/10/2008 Value of Construction: $0.00 Fees Collected: $596.03 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2006 Type of Construction: Occupancy per IBC: 0019 Expiration Date: DESCRIPTION OF WORK: SUPPLY AND INSTALL RACK STORAGE MEZZANINE SYSTEM PER THE ENGINEERED DRAWINGS BY PANEL BUILT CORPORATION * *continued on next page ** D08 -108 Printed: 03 -14 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City a•Tukwiia • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Permit Number: D08 -108 Issue Date: 03/14/2008 Permit Expires On: 09/10/2008 Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: Date: ` U 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. Print Name: The granting of 's permit does n• presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction y performance -f ork. I am authorized to sign and obtain this development permit. Signatures Date: 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. doc: IBC -10/06 L& d 5C-IA) i 1141,CcriattlAct ;/( y('? D08 -108 Printed: 03 -14 -2008 Parcel No.: 2523049063 Address: 400 COSTCO DR TUKW Suite No: Tenant: COSTCO 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 5: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. 6: Manufacturers installation instructions shall be available on the job site at the time of inspection. 7: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 8: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 9: ** *FIRE DEPARTMENT CONDTITONS * ** • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us PERMIT CONDITIONS Permit Number: D08 - 108 Status: ISSUED Applied Date: 02/27/2008 Issue Date: 03/14/2008 10: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 11: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 12: All control, drain, and test connection valves shall be provided with permanently marked weather -proof metal or rigid plastic identification signs. The signs shall be secured with corrosion - resistant wire, chain or other approved means. (NFPA 13- 6.7.4.1, 6.7.4.2) 13: All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. (City Ordinance #2050) 14: Sprinklers subject to mechanical injury shall be protected with listed guards. (NFPA 13- 6.2.8) 15: All new sprinlder systems and all modifications to existing sprinkler systems shall have fire department review and doc: Cond -10/06 D08 -108 Printed: 03 -14 -2008 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us 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 #2050) 16: 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 #2051) (IFC 104.2) 17: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 18: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 19: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Cond -10/06 * *continued on next page ** D08 -108 Printed: 03 -14 -2008 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. Signature: Print Name: doc: Cond - 10/06 The granting oft - permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or th performance of work i(0 Date: s�11' r D08 -108 Printed: 03 -14 -2008 Site Address: CITY OF TUKWILA,,, Community Developmen. epartment Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.citultwila.wa.us Tenant Name: CoSTcO goo LosTCo Die2tvc Property Owners Name: C) 0.4 sre.,0 Mailing Address: 400 STC,O D R.► VE Contact Person: E -Mail Address: Contractor Registration Number: Contact Person: E -Mail Address: Company Name: FAN' U 1 LT Mailing Address: 9 0 Co 156 AS L6 Y ST. Contact Person: 7 1-1 (tem LLkC., E -Mail Address: Q:\Applications\Forms- Applications On Line \3 -2006 - Permit Application.doc Revised: 9 -2006 bh Building Peer" No. 9 - I C) g Mechanical Permit No. Plumbing /Gas Permit No. Public Works Permit No. Project No. (For office use on), Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION King Co Assessor's Tax No.: 0 to 3 Floor: MA , h� T I,J L L City SLABRSViLl., Suite Number: -- New Tenant: JJ .... Yes LZ..No c�A 9SiSg State Zip CONTACT PERSON - who do we co act when your permit h ready to be issued Name: "TD N t 1I N � e V P/ COO Day Telephone: Li S 0 $3 1" 0 7 5 Mailing Address: 1 I 0. SAN P`iD1e0 *10/ 411 -6e, e Az. 85 233 J / r City State Zip E -Mail Address: J ha IY) 1 Grob lee 04-tack . conk Fax Number: Li S 0 — cal Z — 03 5 GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for. Plumbing and Gas Piping (pg 5)) Company Name: E L6 C?1LI LI a N > 1%l PeOTe .T l0 D /12E C-T l o TU K L) I LA Mailing Address: City Day Telephone: Fax Number: Expiration Date: State Zip ARCHITECT OF REC RO All plans must be wet stamped by Arch Company Name: N 0 N Mailing Address: City Day Telephone: Fax Number: Zip State ENGINEER OF RECORD — All plans must be wet stamped by Engineer of Record City Day Telephone: Fax Number: QA 30512 State Zip 7 40 Page 1 of 6 BUILDING PERMIT INFORMATION — 206 -431 -3670 Valuation of Project (contractor's bid price): $ / 4, 5/7. d 0 Existing building Valuation: $ UN t iJo 4.) Scope of Work (please provide detailed information): S U P P t.y AND its)STA LL RA GK 3Tb g1 E (V 2iANtNE SySThw\ pf.le. THE EdNaatK EKED DRAL'w %QiS `g But Loe.Vo gATt o N . Will there be new rack storage? U.... Yes Provide All Building Areas in Square Footage Below 13t loor 2n° Floor ; 3 Floor Floors Basement Accessory St rue Attached Detached Garage Detached `C Covered Deck UncoveredsDeck Interior Remodel Addition to Existing Structure Type of Construction per IBC Type of Occupancy per IBC PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Will there be a change in use? ❑ Yes ❑ .. No If yes, a separate permit and plan submittal will be required. Compact: Handicap: No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 3 4 Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ' No If "yes', attach list of materials and storage locations on a separate 8 -1 /2 "x I1 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q:\ApplicationsWorms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bit Page 2 of 6 Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath/shower Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets Bidet Food -waste grinder, commercial Receptor, indirect waste Clothes washer, domestic Floor drain Sinks Dental unit, cuspidor Shower, single head trap Urinals Dishwasher, domestic, with independent drain Lavatory Water Closet Building sewer or trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent Additional medical gas inlets/outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and/or water treating equipment Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets/outlets for specific gas PLUMBING AND GAS PIPIN.ERMIT INFORMATION - 206 -43 70 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Plumbing work (contractor's bid price): $ Valuation of Gas Piping work (contractor's bid price): $ Scope of Work (please provide detailed information): Building Use (per Int'l Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: Indicate type of plumbing fixtures and /or gas piping outlets being installed and the quantity below: Q:\Applications\Forms- Applications On Line'3 -2006 - Permit Application.doc Revised: 9 -2006 bh Sewer: Page 5 of 6 PERMIT APPLICATION NO — Applicable to all permits in this t 'cation 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. Mailing Address: Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). 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. BUILDING OWNER.DR A . O'. ED ENT: Signature: Print Name : Hr.) N D, /P f OQ / l4 GJ. SAiJ pEDRc) ST. *101 Date Application Expires: 9-0 Date Application Accepted: - )-7 -08 Q:\Applications\Fonns- Applications On Linel3 -2006 - Permit Application doc Revised: 9.2006 bh Date: City State Zip Day Telephone: 1 - 5360 Az- 152_35 Staff Initials: , _ Q Page 6 of 6 a Parcel No.: 2523049063 Address: 400 COSTCO DR TUKW Suite No: Applicant: COSTCO Receipt No.: R08 -00553 ACCOUNT ITEM LIST: Description BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE City of Tukwila Initials: WER Payment Date: 02/27/2008 02:16 PM User ID: 1655 Balance: $0.00 Payee: MICROBLEND TECHNOLOGIES Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us TRANSACTION LIST: Type Method Description Amount Payment Check 42241 596.03 Account Code Current Pmts 000/322.100 000/345.830 000/386.904 RECEIPT Total: $596.03 • Permit Number: D08 -108 Status: PENDING Applied Date: 02/27/2008 Issue Date: Payment Amount: $596.03 358.50 233.03 4.50 9159 02/27 9710 TOTAL 596.03 doc: Receiot -06 Printed: 02 -27 -2008 Project: L-- Type of Inspecti n: ( 1 t - 1..A LA) , . Ai Address: 400 [a� Def Date Call . �,„ ` i. SY 4� 7 Special Instructions: 1 6 2 ! �i t Date Wanted: 2 � m. , � r � Requester: { 0 ,,1 % r, ' :1 1 As poss•L P 1 0 , 7 Phone No: -SJ?Q --7odC) rm - _ rod. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION la 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. $60.00 REINSPECTION FEE REQUIR D. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'COMMENTS: Cztr -e. . • 4_,L / RA &F IL-f () r �_. nsp e or: Date: G Z G 4 . (Receipt No.: !Date: COMMENTS: 0 4-Ail de S 19n 1LleIt -6) /, 006/./A. / n , s s /eJe / iiiii e17 i)/ 4t1n i D e al // / }'v /-1v.5 a /Z �,,. � o Ce: #'? _,1J 4 6AiC �sa/rr' "i1 c ..t5- Aso-xi a.m., c15:41-- C. ra ge- Z/se gj Po to 91°<01/71 . Phone No: r \ Prod rieLs/Kia Type of Ins ection: 1/ �v 9 / Addr ss: Z /06 � 4s/'c Date Called: Special Instructions: t r ' 14 / 3 Date Wanted: 2 ©! c::::L a.m., c15:41-- Requester: Phone No: 4- INSPECTION RECORD Retain a copy with permit t kj Akt!. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION la 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 INSPECTION NO. Approved per applicable codes. Corrections required prior to approval. Ins dc•r: $ 5 ceipt No.: Dater ZO -d6 0 REINSPECTION FEE SQUIRED. for o inspection, fee must be id at 6300 Southcenter EN d.. Suite 1 0. Call the schedule reinspection. Date: v► 2 COMMENTS: Sprinklers: Type of Inspection 3p'r -„ea,, I Address: 400 Co 54 Suite #: 4 f?_ Contact Person: O Parl Special Instructions: Occp n.5pe: Phone No.: 6 02 • 570 — 1000 0 S ., .1 (6)we i . . - ..r r I +- b/?YI t C.. I 4 , /.0 - 4j . lit- - A.IJ1. f C mi. ) - s f,'/ s— :, 1 fir.=. . j �..1 t . ... _ . ... • r • - .1 `. i 4 . .Project: c 051 p Sprinklers: Type of Inspection 3p'r -„ea,, I Address: 400 Co 54 Suite #: 4 f?_ Contact Person: O Parl Special Instructions: Occp n.5pe: Phone No.: 6 02 • 570 — 1000 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre = ►� • Permits: Occp n.5pe: •1 2. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa: 98188 206- 575 -4407 Approved per applicable codes. 1 - 1 Corrections required prior to approval. Inspector: )S" Word /Inspection Record Form.Doc. w 1/13/06 'pate: i 'Hrs.: ' / E $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 1 08/28/2008 00:06 7067451450 PANELBUILT PAGE aZ / d! PANEL BUILT: To: City of Tukwilla, Washington From: Joshua L. Wallace I Panel- Built, Inc. Date: August To whom it may concern, All Panel -Built Inc. welders are certified welders. All welders who performed welding on the mezzanine system shown on pages 1 -5 of the design drawings for our project number 3844, Costco Warehouse #6 are certified welders. Located at 400 Costco Drive, Suite 150, Tukwilla, WA 98118. Rei . ctfully, oshua L. Wallace Engineering Department Manager Panel -Built Incorporated Pu 8 P.O. BOX 2658 BLAIRSVILLE, GEORGIA 30514 PHONE: 900 -636 -3873 FAX: 706-745-1450 errv AUG 2 7 2008 PERMIT CEDER Type Rerun Type Result . Type Rerub Side acceptable Side acceptable 08/28/2008 00:06 7067451450 12/21/2086 10:47 7067547811 OW-484A SUQ®E3TT:D FORMAT A FOR WELDER PERFORMANCE QUALIFICATIONS' (WPQ) (See QW301 f Section IX, ACME Boiler and Pressure Vessel Cod.( Welder's name David 041111 Specification of base metals) MMTN All Date _ December 20, 2006 NGTC Test Description on of IMPS followed AWS•1411AAW Tasting Conditions and Qualification Limits Wading Variables (QW310) Actual Values Range Qualifier! Walcam proem (a) Type (Le., manual, seml -auto) used @ ltdnp (metal, weld metal, doubfe- inked, etc) *gee oPipe (enter diemstar If pipe of tube) Baca metal Nor 8- Number OO P•or f .N rba niter midst or electrode apsofflostlan (s) (8FA) (Info on y) Pala metal or elsot odat deesi lcaton (e) (info ordy) Paler metal F.nWnbE (a) Coneumaaa insert (oTAW of PAW) Piler type (sold/metal or Auer oorsdrpowda>rr) (vow of PAW) • DoAnt thickness far each praoeee Pegllon o ualfled (20, 80, SF, ate) %MAfloel propr atfon (uphill or downhll) Type of filet tea (OPW) Inert per baadng (MAW, PAW, OIAAW) Tlanener mode (apraylOfobuhr or palee to ehert elPa ba;PAAW) OTAW omen typelpolar tty (AC. OC!P, OCEN) PANELBUILT identification no. N est coupon OProductkm Weld Thickness 112' GNAW with baddnt ER7OS of eta We - vR ' 1G la ._..__ W mA — abort arm* Ala 1589 GNAW rem with buldatiT pM err overt O4" D r '2 aa i short cfRE RESULTS Visual Examinetlon of Completed Weld (QW302 4)_ Acoeefahl. 'Sand teak oTrensvwse root ulna face (QW4112.3(e)) c.onpmudinet fool and hoe (C1M•82.9(bit oPlpe bend ebeat ian, rouser washebnl evattay (0W1 112.9(c)); tiPIlte bend epeelmen, camel° ra sbint overlay (OW-452.5; eAAeofo teat for Arefon (OW 19260: atom treat for Won (0W-02.6(e)I (avwezz): Altemedve radlogrrlphic examination results (QW191) Filet h�teld — RBCture test (QYIE -180) Ntq Length and percent of defects Metro exsrninatlon (10•104) — -- Fillet size (in.) Conecvlt)Ncomrrulty (in. ) ^ tit - Other tests none Film or specimens evaluated by Company s Ts hnicm C lame NlecberticallestS C nducted by dye Laboratory tett no. Wading supervised by R pgj Ayers We certify that the statements in this record rue correct and that the welded and tested in accordance with the raaluheements re AWS D Organization Panel 81811 PAGE 02/07 By Ronald C. A c,220 woo were preps, ed, Welding' Code PAGE 03/07 Type - Result 'typo Result - Type Result Side acceptable Side acceptable 08/28/2008 00:06 7067451450 12/21/2086 10:47 7067547811 QW A SUGGESTED FORMAT A FOR WELDER PERFORMANCE QUALIFICATIONS (WPQ) (Sae QW301, Section IX, AWE Boiler and Pressure Vessel Code) _..�. Welder's name Wade Dvcloary Test Desctipilon identification of WPS followed AWS•fi•A&OAW Specification at base metet(s) ASTM Ate Via PANELBUILT NGTC tdanllfiCitton no. felt Coupon OProduotlt'n Weld Thicimess 112' Testing Conditions and Qualification Units Welding Variables (QW4S0) Actual Values Range QualMeil Welding pracews (AO) ?VP* (A., menus, eel i.euto) used (metal, wild meet. double - waffled, ere) left oPlpe (enter dlemiter It pipe or tube) Base moral P-or S•Number to Nor SNurnbor Pilfer meted or eleatrodo apaolfloedon (s) (9FA) (Mb on y) Caw meal or electrode oteesdloallon (s) info only) fgler metal P•tiumber (s) Consumable trawl (GTAW or PAW) Fiber type (solldAaetal or ffun oomd/powdw) MAW or PAW) Oe (licitness for ewer process POSQfon gwffed (20,116, SF, eta) Von* progreaaton (opts er elownher) 'typo of fuel pas (OFW) Inert gas moons) (OTAW, PAW, to?AAW) Tanga mods (spreyratebura or pin to start etlourt-0 AAW) OTAW ourt (AC, DCEP, OCEN) GMAW eea,3lute ItlOrt drdrtt n/a 1543 MINIIMMIMA GMAW with badddg ate_ prase b gds awr 241" O.D, a 4 119" -f• OM afar RESULTS Visual Eno minabon of Cempteted Weld (OW-302 4) Agsgaggpie acme feet enemata root and taw (QW. 8()p o _engaur9dal foot and flee (QW .am tea (11W42.2): ell* bond spsoImsn, aoero enMsrt ovally (OW.62. Don due e swam, canister (GVV441.9(01J: Weoro for fusion (CW a )); tea rer Mica (QW.402S(e)l Alternative radiographic examination mutts (Q1N -t01) N/A Filet weld - fracture test (QVW180) ilia , Length and percent of defects Moore examtrretion (QW - 104) - mar etre (In.) ._...... Concat►ityfoonwecity (In.) -- Other tests none Fffm or specimens evaluated ell , ,,_ Company North Qeerdliaatinicat College Mechanical terms conducted by jignikprs Laboratory test no. _ Welding supervised by Ronald Avert We certify that the statements in MIS recoil erne correct and that the test co e = = ptepa,ed, welded and tested in accordance with the requirements of AWS D1.1 - aural I Weidl Code Organization Panel Built d l Date December 20, 2000 VMOURl PAGE 04/07 PAGE 03/07 By Ronald C. A re Type Result Type. Result Type Result Side acceptabIe Side acceptable 08/28/2008 00:06 7067451450 12/21/2006 10:47 7067547811 Organization Panel Suitt Dime December 20, 2006 4■1.• Specification. of base metals) AaTfA ASS Testing Conditions and Welding Variables (2W450) Welding proosae (act) Typo (La. reenuot, setntauto) used Soft (m1lel, weld motel, double we dad, etc) hie oPlpe (ardor diameter It pipe ottube) Von meta) P -0r a-Nu aber to P-ot 8- Alufibor Flea metal or electrode epoolIloetlon (e) (VA) Onto on y) Hear motel or alttottode olesaelcatlon (s) pnro only) Filler metal Pan rnb r (e) Corsumeble been (tiIAW or PAW) Fil le type (soedAnetel or fAu vorsd►porrder) (GTAW or PAW) Deposit **Mete ter each proms Position quelled.( 0, SG, 8F, etc) Waked progreselen (uphill or downhill) Type of Nei so (OFW) Kin glee baoldng (MAW, PAW, WOW) • ltanshr mode (oprap/gIobulsr or pulse to short aincud-1)MAW) GTAW current type/plenty (AC. DCEP, DC EN) PANELBUILT HCTC COMM SUGGESTED FORMAT A FOR WELDER PERFORMANCE QUALIFICATIONS (WPQ) (See QW -201, Section IX. AWE Boller and Pressure Vessel Code) �^ Weidet's name Ronald Genre identification no. 7809 Test Description Identification of WPS followed av s- uoterov treat coupon OProducdtm Weld QualiRcatlon Umits Actual Values Range Q iairled oa a nia 1/2^ Thickness 112" GNAW w ac WEE pile b pt�e o.v tr o�o� _ W ea e ___--174....... " ra w Mort circuit d v 6 Mr ate RESULTS Vlsue, peemina ion of Completed Wdd (OW 302 4) Attanstabla oBad test; orremwase root and rat. (0W.48Z,3(1)); o Arrgeud nol root and tooe (QW162.5(b)): d1(QW..ZJ: on:* bend spoolean, ovally (QW.012.8(e)k oPate bend speolmen, ere overlay (C W 2.5(4 }): cmerso test for Asian (001.102.5(b)); o14mo teat for Won (QW4826(a)1 AltematIve radiographic examination results (Q•191) Fillet weld — fracture test MW-180) N/A Length and percent of defects Macro eeaminotion (CM-184) FIUeI elm (In.) Conaavlly /convv6ly (in.) Other tests none Film or specimens evaluated by Ninth raeornta Toohnloel collage Mechanical tests conducted by . Ante Laboratory test no. Welding supervised by Oat iAst — We certify that the statements in this record are correct and that the test cou re prepa - eed, welded and tested In accordance with the re gain:11M to of AWS D1.1 set = fling 41 ., !Mitt's' s' I PAGE 05/07 pAVE 04107. B Ronald C. are Type Side - _ Result acceptable Ty Result Type Omen* Side ' acceptable r 08/28/2008 00:06 7067451450 12/21/2006 10:47 7067547811 Q i4a4A SUGGESTED FORMAT A FOR WELDER PERFORMANCE QUALIFICATIONS (WPQ) (See Q1Na01, Section IX, ACME Boiler and Pressurs.Vessel Cede) Welder's name Ai Shook Specification of base metal() =TM eas Date December 20, 2006 Te at Description Identification of WPS followed AWS-1.0Mty Testing Conditions and Welding Variables (QW-360) Welding process (ea) Type (i.e., manual, temt duo) utee � g (motel. field metal. double - welded, etc) a ts cope (enter dimmer if pipe or tube) a metal P-er 3-Number to Par S•Idumber Filler metal or electrode specification (a) (SFA) (lee en y) File metal or electrode cieaseiicetion (a) (info only) Flue mew F-number (el Consumable Insert (OTAW or PAW) Firer type (eclldlmatel or nu: ooredlpowdec) (OTAW et PAW) Deposit etiolates* For each prooese Posluen nudged (2G, 8G. 3F. etc) Vetere progression (upfilll or downM9) Type of fuel gee (DFW) inert gas bsorung (ctAW, PAW. OMAW) Transfer mode (spray/globular or Nee to short ebeul6+ ;MAW) OTAW currant typelpola+tty (AC, DCEP, DCBI PANELBUILT tTC Idenifcation no. 7669 Qualification limits Actual Values *at coupon OProduabtn Weld GNAW %IA W wthba derg RfliMirouly iafe Plate L� ODD, ' � roinOT'F a tau 1 II;It702 n'a ale MIl" a a da Thickness y rr Range Qualifinl are RESULTS • Vleuel E emtnatton of Completed Weld (OW•302 4) Ao tsetablei _,. ceond test'Manaveree root end ran (QW. 62.3(4)); O-tripodal root and face (QW-482i(b)r�QW ); oPlpa band ape d/nen, corve*an+wltunt overlay (QW. I1�6(o)L bend specimen, ceased t overlay (i W•82.$(d)); *Macro test fur fusion (OW- $12.11(b* oMacre last for fusion IQW 4A2.t!(S$ Alternative radiographic examination results (OW-191) WA Fillet weld — fracture test (Q•100) Nrg. r Length and percent of defects Macro examination (OW -184) Furl: $tore (In.) -- Coneevityfeonvexity (in.) Other tests none Film or specimens evaluated by any North Georgia Technical College Mechanical tests conducted by RonaltAyers Laboratory te st no. Welding supervised by Ron Avai- We certify that the statements in this record are correct and that the welded and tested in accordance with the requirements of AVdS D Organization Panel Built PAGE 06/07 PAGE 05/07 Type Result TVpn Result Type i:esu(t Side acceptable Side acceptable 08/28/2008 00:06 7067451450 12/21/2006 18:47 7067547911 QW484A SUGGESTED FORMAT A FO WELDER PERFORMANCE QUAUFICATIOPJE (WPQ) (Sea QW401, Section IX, ' $ME Kollar end Pressure Vessel Code) Welders name Mlcheel Tatum Toot Description IderrtleceSon of WPS followed AWS-14214A N Specification of base metal(s) Asni me Teltifg Conditions and Welding Variables (OW -380) Welding process (es) Tyree d.e., mantel, ssrm•euto) wed 6to4Inp (motel, weld metal, double•walded. eta) plate o Pipe (enter dhmster it pipe or tubs) late metal P.er s- Number to Not &.Number Met metal or electrode specification (s) ($FA) (Into rely) Pller metal or electrodecinalrestlon (s) (Into only) Fdler metal F-number (s) Consumable Insert (GTA1N ce PAW) Filer type (aolid/msts) or flux eared/powder) (GTAW it PAW) Doped 9lletknaa for each process Pae0cn qualified (20, 00, 3F. eto) Varlka) pretension (uphill or downhill) Type off* pee (OM) Ina! gu boning (STAW. PAW, OMAW) Tensest mode (sproy/glebrlar or pulse to short droult•3MAW) OTAW ounent typslpolatay (AC. DCEP, =EN) PANELBUILT NGTC Identleoatfon no. Qualtficatbn omits Actual Values Range Mane d GMAW ER7(10 will a da a !bone Wtuft 3240 t est coupon OProductl- n Weld Thickness 112" GIMtA W wile besides Oats a *son as° Groa m AftamaUve grminsul (QW -191) FOlei weld • frac aphic test eXe (C11iW180) ation re N/A , � Length and percent of defects Macro exeminl36on (QW184) — FIAct size (In.) —=—__ Concevityfoonveotity (In.) tests none ..tea ■Ilmi.. ctw n1� RESULTS Visual Exsilicate', of Cornplotad Weld (QW .31 .4i Age stable amid toot; otmnevaee foot end fees (QW..301; c WOW* mot and Moo (QW482.8(b}L a ( aPlpe bend specimen. bona ion resietetd wOM N (QW-1 2.5(0)Z Olds bald speobnsn, cortod ovetley ICW .6(d)L' oMecro tsa for tuition (CW 4 26(br, otaoor= MN for fusion (QM- $(41 Pam or specimens @valuated by_ Compeny�lorfh Gaol Ira�I T college Mechanical tests conducted by RonakMers _ _ Laboratory test no. _ Welding supervised by _ RonnM Arm We certify that the statements in this record are correct and that the welded and tested in accordance with the re auirements of AWS O Organization Panel Built Date December 20, 2006 8 Ronald C, OC 10 CM prepa 'ed. Weldinll Cod PAGE 07/07 PAGE 06/07 PANEL BUILTi To: City of Tukwilla, Washington Attn: Mr. Johannessen From: Joshua L. Wallace / Panel- Built, Inc. Date: February 25, 2008 To whom it may concern, Panel -Built Inc. DOES NOT require any SPECIAL INSPECTIONS for the installation of the mezzanine system shown on pages 1 -5 of the design drawings for our project number 3844, Costco Warehouse #6. Located at 400 Costco Drive, Suite 150, Tukwilla, WA 98118. Panel -Built Inc. also states that this project complies with the design requirements of IBC 2006. Page - 1 P.O. BOX 2658 BLAIRSVILLE, GEORGIA 30514 PHONE: 800 -636 -3873 FAX: 706 - 745 -1450 RiviERA V - r - - s - ��? PROJECT TITLE: DRAWING TITLE: FLOOR PLAN / ISOMETRIC JOB NUMBER: NY- 802 -05 -11 OBSERVATIONS: REVIEWED FOR CODE COMPLIANCE APP ' LAVED MAR - 4 2008 City Of Tukwila EUILDIN D It(e RECEIVED 4RO� SCALE: DATE: NOT SCALE 02 -11 -08 s 07 -29 -2008 DEAN MOWEN 1416 W SAN PEDRO #101 GILBERT AZ 85233 RE: Permit No. D08 -108 400 COSTCO DR TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a fmal inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 -431 -2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 09/16/2008 , your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, xc: er Marshall, it Technician Permit File No. D08 -108 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 TECHNOLOGIES Dear Mary: Making Paint Batter' Washington State Department of Licensing Attention: Mary S. • • February 15, 2008 Fax: (3601 570-4959 Re: UBI No. 602254602 (originally issued to Micro Paint System, Inc.) Per our telephone conversation regarding our desire to re- activate our business registration no. 602254602 in the state of Washington, please make the necessary changes to our account and process the request expeditiously. Please note our legal entity name has been changed from Micro Paint System, Inc. to MicroBlend Technologies, Inc. To verify this, our federal EIN is 38- 3657475. Please cancel the tradename " Paint Technology Systems" Please change our Location and Mailing Address to: MicroBlend Technologies, Inc. 1416 W. San Pedro St., Ste. 101 Gilbert, AZ 85233 It is my understanding that our company will be listed on the Labor and Industries website www.lni.wa.gov . We have been advised this is required for us to install our paint dispensing unit in Tukwila, WA. If I have omitted anything that keeps this objective from occurring please contact me immediately at 480 - 831 -0757. Thank you for your kind consideration. Sincerely, / aniel K. Trevino, III Executive Vice President 1.480.831.0757 1.480.892.0385 ( fax J 1416 W. San Pedro suto 101 Gilbert. AZ 85233 -2413 www.MicmBlendTechnologies.com ,. i ACTIVITY NUMBER: D08 -108 PROJECT NAME: COSTCO SITE ADDRESS: 400 COSTCO DR X Original Plan Submittal _ Response to Correction Letter # DATE: 02 -27 -08 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: B iI +� g vision Public Works �4T ' Afro-6 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 02 -28 -08 Complete Please Route Documents/routing slip.doc 2 -28-02 P ERMIT COORD COPY • PLAN REVIEW /ROUTING SLIP yz TUES/THURS R UTING: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions 5(1 pito 3 Fire Prevention Structural Incomplete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Structural Review Required REVIEWER'S INITIALS: DATE: n o Plhning Division Permit Coordinator Not Applicable n No further Review Required o DUE DATE: 03-27 -08 � r� 1 la n Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: NAME (OF DEN/ELOPEMENT: CQSTCO TOTAL INTERIOR FINISH AREA IN SQUARE FLOOR LEVEL: GROUND APPLICABLE CODES: OSHA STANDARDS SEISMIC: ZONE 4 DEAD LOAD: 10 PSF LIVE LOAD: 300 PSF TOTAL LOAD: 310 PSF DISTRIBUTOR: MWTI, LLC CONTACT: MIKE RAY PHONE: 678 -528 -0266 FAX: 678 - 623 -3718 CUSTOMER: COSTCO WAREHOUSE #6 400 CQSTCO DR. SUITE 150 TUKWILA, WA 98118 RECEIVING DEPT. PHONE: 206 -575 -3638 CRITERIA: ET: 128 (PER LEVEL) 256 (TOTAL) DEALER: MICROBLEND TECHNOLOGIES CONTACT: JOHN EO1D PHONE: 480- 831 -0757 FAX: 480-892-0385 SHEET #: 4 5 DOS t,05 MANUFACTURE. PANEL-BUILT 906 BEASLEY ST. BLAIRSVILLE GA 30512 CONTACT: JOSHUA WALLACE DAVE ARNOLD PHQNE: 800 -636-3873 FAX: (7 REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees SEPARATE PERMIT REQUIRED FOR: NeMecnanical K eectrical � 1 'lumbing Ei Gas Piping City of Tukwila BUILDING DIVISION 7flt3W JOB NUMBER: 3844 DATE: 12--11 -2007 I REVIE V ,O CODE COMPLIANCE By MWTI , LAL THIS DRAWING IS THE PROPERTY OF PANEL— BUILT, INC. AND MAY NOT I3E USED WITHOUT EXPRESS WRITTEN PERMISSION OF PANEL—BUILT, INC. ALL INFORMATION SHOWN ON THIS DRAINING IS THE PROPERTY OF PANEL — BUILT, INC: ANb MAY NOT BE USED IN WHOLE OR PART WITHOUT SPECIFIC WRITTEN PERMISSION OF PANEL — BUILT, INC. FILE COPY Permit No. Flar review approval is edged to errors and omissions. Approval of constnistion do sdoesrlote the violation of any : s code or ordinance. Refit of approved Reid I 4 ; 0 conditions Is ac1mowIed9ed: I � , c City of Tukwila BUILDING DIVISION RAWING T X08 108 6 c COV SWEET SPECIFICATIONS LAYOUTS LAYOUTS & ELEVATIONS CONNECTION DETAILS RECEIVED FEB 27 zooa ?061:x, os n P AN »,'T, BUILT l � ;PHONE ik 706 - 7456540 FAX 706 - 745 =1450 ; 5OM: 6OS1CO' DRWN BY: J. WALLACE HK'D 'BY: a. WALLACE LE: PERMIT CENTER `� r 08 � g E a ac � \OIGG PAGE 1 OF 5 ES KWA I II — SPECIFICATIONS: 1) FREESTANDING STRUCTURE: THE MEZZANINE SHALL NOT BE ATTACHED TO ANY EXISTING BUILDING WALL OR COLUMN AND SHALL REQUIRE CROSS BRACING ON ONE SIDE BETWEEN COLUMNS. 2) PRE— ENGINEERED: ALL COMPONENTS OF THE MEZZANINE SHALL BE PRE — ENGINEERED SO THAT ON —SITE WELDING IS ELIMINATED. ) DEFLECTION: NO COMPONENT OF THE MEZZANINE SHALL EXHIBIT DEFLECTIONS GREATER THAN THE LENGTH OF THE COMPONENT DIVIDED BY (L/240) UNDER UNIFORMLY LOADED CONDITIONS. 4) COLUMNS: COLUMNS SHALL BE COLD FORMED, STRUCTURAL STEEL TUBING AND SHALL MEET OR EXCEED THE REQUIREMENTS OF ASTM A500, GRADE B, FY -46KSI AND WILL BE 6 "x6 "x1 /4" TUBULAR STEEL. COLUMNS SHALL BE SPACED AS SHOWN ON PAGE 3 OF 5. THE COLUMNS SHALL BE PRE— PUNCHED AT THE TOP TO PROVIDE SECURE CONNECTIONS TO BEAMS AND OR JOISTS. 5) BASE PLATES: BASE PLATES SHALL BE USED UNDER EACH COLUMN TO DISTRIBUTE THE LOAD. THE BASE PLATES SHALL BE FACTORY WELDED TO THE COLUMNS AND PRE — PUNCHED TO PROVIDE A SECURE CONNECTION TO THE FLOOR. THE BASE PLATES SHALL BE ANCHORED USING 03/4 HILTI KB I I EXPANSION ANCHORS W/ A MIN. 4 1 /2 EMBEDMENT. THE BASE PLATES SHALL MEET OR EXCEED THE REQUIREMENTS OF ASTM A.36 AND SHALL BE 3/4"THx16 "Wx16 "LONG. BASE PLATE GROUT MAY BE USED IF REQUIRED, 6) FRAMING: HOT ROLLED STRUCTURAL STEEL MEMBERS SHALL MEET OR EXCEED THE REQUIREMENTS OF ASTM A570. COLD— FORMED STRUCTURAL STEEL MEMBERS SHALL MEET OR EXCEED THE REQUIREMENTS OF ASTM A500 OR ASTM A611. FRAMING SHALL CONSIST OF BEAMS, JOISTS, AND BRIDGING ANGLE. THE FRAMING SHALL BE DESIGNED TO SUPPORT THE FULL RATED LOAD AND THE DECKING. 7) BEAMS: ALL BEAMS SHALL BE STRUCTURAL STEEL AND SHALL BE PRE — PUNCHED FOR SECURE CONNECTIONS TO THE COLUMNS WITH A325 BOLTS. (5/8 "x2" BOLT W/ NUT FLAT WASHER & LOCK WASHER) 8) SUB DECKING: THE METAL ROOF DECK SHALL BE PRIMED ON BOTH SIDES AND CONSIST OF 18 GAUGE, TYPE -TB ROOF DECK MEETING THE REQUIREMENTS OF ASTM A611, GRADE C. THE ROOF DECK SHALL BE SECURELY FASTENED TO THE FRAMING WITH #12x1 1/4" SELF TAPPING TEK SCREWS OR APPROPRIATELY SIZED AND SPACED PUDDLE WELDS 9) FINISHED DECKING: THE FINISHED DECKING SHALL BE 3 /4" TONGUE & GROOVE PLYWOOD DECK. THE PLYWOOD SHALL BE ATTACHED TO THE SUB DECK USING 1 —" LONG GRABBER SCREWS, 40 PER SHEET. 10) MEZZANINE RAILING: RAILING SHALL BE PROVIDED ON ALL OPEN SIDES OF ALL EXPOSED STAIRWAYS AND PLATFORMS. RAILS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH OSHA STANDARD REGULATIONS AND MANUFACTERED IN PRE — WELEDED SECTIONS. THE TOP RAIL SURFACE SHALL BE 42 INCHES ABOVE THE MEZZANINE DECKING. RAILING SHALL BE 1 1/2"xl 1/2" TUBULAR STEEL. HANDRAIL UPRIGHTS SHALL BE SIDE MOUNTED TO THE I—BEAM UTILIZING A 2 "X2" LIFT —OUT TUBE. RAILING SHALL BE CAPABLE OF WITHSTANDING A LOAD OF AT LEAST 200 POUNDS APPLIED IN ANY DIRECTION AT ANY POINT ON THE TOP RAIL. 11) CAPACITY MARKINGS: LIVE LOAD CAPACITY STICKERS SHALL BE DISPLAYED ON ALL SIDES OF THE MEZZANINE. 12) SAFETY FACTOR: ALL VERTICAL MEMBERS OF THE MEZZANINE SHALL HAVE A MINIMUM SAFETY FACTOR OF 1.92 TO 1 AND ALL HORIZONTAL MEMBERS SHALL HAVE A MINIMUM SAFTEY FACTOR OF OF 1.67 TO 1. MEZZANINE NOTES: 1, 1ST LEVEL DECK HEIGHT: 9' -8 3/4" 2ND LEVEL DECK HEIGHT: 15' ---5 1/2" 2. 1ST LEVEL CLEAR HEIGHT. 9' -0" 2ND LEVEL CLEAR HEIGHT: 5' -0" 3. UNIFORM LIVE LOAD: 300 P.S.F. 4: UNIFORM DEAD LOAD: 10 P.S.F. 5: UNIFORM TOTAL LOAD: 310 P.S.F. 6: DEFLECTION CRITERIA: TOTAL LOAD = L/240 7: STRUCTURAL STEEL COLUMN SIZE: 6 "x6 "x1 $: BASE PLATE SIZE: 16 "x16''x /4 "TH 9. ALL STEEL I —BEAMS SHALL BE SIZED PER 10. DECKING: 1.5B, 1B GAUGE, STEEL DECK SUB — SURFACE 3 /4" THICK TONGUE & GROOVE PLYWOOD 11. HANDRAIL: OSHA STANDARD, 1— Y "x1 --N" SQUARE TUBING 12. COLORS: COLUMNS: GRAY POWDER COAT BEAMS: GRAY POWDER COAT B- EC GRAY POWDER COAT B— DECKING: GRAY POWDER COAT 13. SLAB REQUIREMENTS: ADEQUACY OF SLAB ON GRADE TO SUPPORT 14. CODE COMPLIANCE: BUILDING PERMITS AND VERIFICATION OF LOCAL COMPLIANCE TO ISSUES SUCH AS ADA, EGRESS, THE END USER IS RESPONSIBLE FOR ALL COSTS 15. ALL OBSTRUCTIONS AND EXISTING CONDITIONS FOR EXAMPLE: BUILDING COLUMNS LOCATIONS MACHINERY, SLOPED FLOORS ETC. a.--.4"ii* .00 LIVE LOAD /4 "TH TUBULAR STEEL THE AMERICAN INSTITUTE LOADS IS THE RESPONSIBILITY CODE COMPLIANCE AND FIRE CODES ASSOCIATED MUST BE NOTED & SIZES, CB BOXES 108 — L /360 OF STEEL CONSTRUCTION STANDARDS OF OTHERS. IS THE RESPONSIBILITY OF THE ARE APPLICATION AND OCCUPANCY WITH THE COMPLIANCE TO THESE ISSUES. ON THESE DRAWINGS. & CONDUIT, PIPES, RACK & END USER. DRIVEN. SHELVING, RECEIVED FEB 2 7 2008 PERMIT CENTER cr — A REVIEWED CODE I City Cosy gYp d.7�P�tv°'SQ' COMPLIANCE APPROVE ; Is 1f1 — S��e�6� N. Of Tuk°ewU_ D;t o�`j :� �d'�C:7 1 5 Z NAM 1 � V VC f � T � � 1 V A E/ �/ � N 'LJ �� � ' � U I JOB NUMBER: 3844 I 1 706- 745 -6540 FAX 4: 7Q6- 745 -1450 PkiONE P,A,,Z VICZ0/1,\P ,C/\(20a5 DATE: 12 -11 -2007 THIS DRAWING IS THE PROPERTY OF PANEL - BUILT, INC. AND MAY NOT BE USED WITHOUT EXPRESS WRITTEN PERMISSION OF PANEL- BUILT, INC. ALL INFORMATION SHOWN ON THIS DRAWING IS THE PROPERTY OF PANEL -- BUILT, INC. AND MAY NOT BE USED IN WHOLE OR PART WITHOUT SPECIFIC WRITTEN PERMISSION OF PANEL -- BUILT, INC. 0 COSTCO - ,KWILA DRWN BY: J. WALLACE CHK'D BY: J. WALLACE PAGE' 2 OF 5 I I II L.. „ 5' • l' 1 3 ti . 1.1 / / EE g b / / / . / .... / 0 " 5° 1 / / 111111 Q l' 1 3 ti II: L U ; C3 U fl 6 PIPE CHASE _ ( I YPICAL 4 CORNERS) 816" A \Cl (T cu 1' -1`/8" 11 9 / 16" � 1 916" 8' - 712' 11 7 16" 11 /16" 5C MZZA C8X11,5 2 8' 1" (()TY 2) 11 11 8'- -11" 2 "X12" WOOD BARRIER COML3I L cu S;CTIO OUT TO OUT OF MEZZANINE DECK 17' -10" 5 [31 cm KAYO 8' - 11" / 1 / 11 — 11 816" 11 5 1"5 (130 11 11 •7 C8X11,5 B 8' -1" (QTY 2) / 8'-+ 7 %]" 1"la :: LI ) Ni [.] ZS L ] r-i W ( J l L- " N] 11 11 N 8 / C) .._._.: I CD (U in N / / / / °Ai 8' 2" ALL HAN 8' -10" <5 0 N 1 L 1 4 J i 5 17' -10' ro eeai� �AVO.r C 130' 7511t3U nnwri., LLC JOB NUMBER: 3844 DATE: 12 -11 -2007 THIS DRAWING IS THE PROPERTY OF PANEL- BUILT, INC. AND MAY NOT BE USED WITHOUT EXPRESS WRITTEN PERMISSION OF PANEL-BUILT, INC. ALL INFORMATION SHOWN ON THIS DRAWING IS THE PROPERTY OF PANEL- BUILT, INC. AND MAY NOT BE USED IN WHOLE OR PART WITHOUT SPECIFIC WRITTEN PERMISSION OF PANEL - BUILT, INC.. Or ALL TAN <S ARE 65" DIAMETER ALL TANKS HAVE FLAT B ❑TTDMS = 23 SQ, F T, ASSUME THAT ALL TANKS WEIGH - 6,500 LBS, 6,500 / 23 = 282,6 PSE (USE 300 PSE FOR DESIGN 8,75 HT X 3.625 ET = 31.71875 SQ FT 31.71875 SQ FT X 310 PSE (TOTAL LOAD) = 9,832,8125 LBS, 9,832.8125 X 2 LEVELS = 19,665,625 19,665,625 LBS, COLUMN LOAD MZZA RAIL IS BUILT IN LIFT- -EUT SECTIONS 8' -10" 8 -10" DRWN BY: J. WALLACE N L5) r PAN1 BUILT PHONE A 706 - 745 -6840 FAX 41: 706- 745 -1450 Q IYI c ;c \\01,0X5 c SOM CO5CO LA CHK'D BY: J. WALLAC �2 F LI3 27 2008 PERMIT CENTER I N C P AGE: 3 [JP 5 CI } I•s -e1. C 8' -11" coy ITT 9 ] I - e:u M\ KAYO / LVL5) ANAL G,55;1" I.AYO,T / in (J N- / 1 I I I 111 11111 I 1 I i _ . I DECKING NOTCHED OUT FC]R COLUMNS & PIPE CHASES L LD ALL B- DEC<ING IS RECESSED INTO T 3 @ 8' -8 DECKING NOTCHED OUT ILK LLLUUN DECKING NOTCHED OUT FOR COLUMN = = VAflO\ A I I I I I I I 4 II -r I 1f 18 GA. FLAT STEEL DECKING NOTCHED OUT SPLICE COVER FOR COLUMN FIELD NOTCH AROUND COLUMN 5CT10\ Z 18 GA. I \ LAYO.T k❑ L. it 11 1111111111 • r i v ,,ZZA %ALA \\. \ 6 °X6 "0 °TH STEEL C❑L.UMNS E STEEL PLATLIRv1 3 @ 8' -812° DECKING NCITEHFD OUT / 'r UK CULUMN 16 "X16 "X /4' T H BASE PLATES OSHA STANDARD LIFT -❑UT HANDRAIL SECTI ❑NS VAflO\ r� DECKING NOTCHED OUT FOR COLUMNS & PIPF CHASES DECKING NOTCHED OUT FOR COLUMNS & PIPE CHASES VAO\ c CU CU MAINTAIN A 2" RIBB ❑N AROUND ENTIRE PERIMETER WIT NO PLYWOOD DEC <INE, 2 "X12" WEED BARRIER WILL SITE DIRECTLY EN TOP ❑E THE PERIMETER C-- CHANNEL 0 5Cf10\ I C3X4,1 CHANNEL PLACED BACK TO BACK ATTACH BRACING TO PLATES USING o / "X2° A325 BOLTS 0 [ F ILLU NU I CH ARUUNU COLUMN Cf31 %" 1'2,6 1-vV✓oon LAYO C61 JCB NUMBER: 3844 DATE; 12 -11 -2007 2" CU .r _ 4 "x4`x /e °1H SHIM PLATE 4 °x4 "x46" TH /— CROSS BRACING ATTACHMENT PLATES 5 C,-f"lo\ 2 THIS DRAWING IS THE PROPERTY OF PANEL — BUILT, INC. AND MAY NOT BE USED WITHOUT EXPRESS WRITTEN PERMISSION OF PANEL — BUILT, INC. ALL INFORMATION SHOWN ON THIS DRAWING IS THE PROPERTY QF PANEL—BUILT, INC. AND MAY NQT QE USED IN WHOLE OR PART WITHOUT SPECIFIC WRITTEN PERMISSION OF PANEL— BUILT, INC, REVIEWED r. CODE COMPLIANCE APP "?'^ x.. t WIF ,f; a Cat/ Of ukwi °:F: BUILDING DIVISION DECKING NOTCHED OUT FOR COLUMNS & PIPE CHASES RECEIVED FEB 2 7 2008 PERMIT CENTER CO55 c��G 3 _ `I I V I Y Y �I � VVC I �r -/� U ' ' N ��1 V �� / I �J ��I C l I PHONE is 746- -M -6540 FAX #: 706 - 745 -1450 i'sFl ? PdC:OGs \i :C \C,vG CJ5OM OSiCO 1KWA DRWN BY: J. WALLACE CHIQ'D BY: J. WALLACE PAGE: 4 OF 5 11111111 11 111111 111111 11 Mil 11 1 II 11 OM 0 1 I I I 111 11111 I 1 I i _ . L LD ALL B- DEC<ING IS RECESSED INTO T 3 @ 8' -8 DECKING NOTCHED OUT ILK LLLUUN DECKING NOTCHED OUT FOR COLUMN = = VAflO\ A I I I I I I I 4 II -r I 1f 18 GA. FLAT STEEL DECKING NOTCHED OUT SPLICE COVER FOR COLUMN FIELD NOTCH AROUND COLUMN 5CT10\ Z 18 GA. I \ LAYO.T k❑ L. it 11 1111111111 • r i v ,,ZZA %ALA \\. \ 6 °X6 "0 °TH STEEL C❑L.UMNS E STEEL PLATLIRv1 3 @ 8' -812° DECKING NCITEHFD OUT / 'r UK CULUMN 16 "X16 "X /4' T H BASE PLATES OSHA STANDARD LIFT -❑UT HANDRAIL SECTI ❑NS VAflO\ r� DECKING NOTCHED OUT FOR COLUMNS & PIPF CHASES DECKING NOTCHED OUT FOR COLUMNS & PIPE CHASES VAO\ c CU CU MAINTAIN A 2" RIBB ❑N AROUND ENTIRE PERIMETER WIT NO PLYWOOD DEC <INE, 2 "X12" WEED BARRIER WILL SITE DIRECTLY EN TOP ❑E THE PERIMETER C-- CHANNEL 0 5Cf10\ I C3X4,1 CHANNEL PLACED BACK TO BACK ATTACH BRACING TO PLATES USING o / "X2° A325 BOLTS 0 [ F ILLU NU I CH ARUUNU COLUMN Cf31 %" 1'2,6 1-vV✓oon LAYO C61 JCB NUMBER: 3844 DATE; 12 -11 -2007 2" CU .r _ 4 "x4`x /e °1H SHIM PLATE 4 °x4 "x46" TH /— CROSS BRACING ATTACHMENT PLATES 5 C,-f"lo\ 2 THIS DRAWING IS THE PROPERTY OF PANEL — BUILT, INC. AND MAY NOT BE USED WITHOUT EXPRESS WRITTEN PERMISSION OF PANEL — BUILT, INC. ALL INFORMATION SHOWN ON THIS DRAWING IS THE PROPERTY QF PANEL—BUILT, INC. AND MAY NQT QE USED IN WHOLE OR PART WITHOUT SPECIFIC WRITTEN PERMISSION OF PANEL— BUILT, INC, REVIEWED r. CODE COMPLIANCE APP "?'^ x.. t WIF ,f; a Cat/ Of ukwi °:F: BUILDING DIVISION DECKING NOTCHED OUT FOR COLUMNS & PIPE CHASES RECEIVED FEB 2 7 2008 PERMIT CENTER CO55 c��G 3 _ `I I V I Y Y �I � VVC I �r -/� U ' ' N ��1 V �� / I �J ��I C l I PHONE is 746- -M -6540 FAX #: 706 - 745 -1450 i'sFl ? PdC:OGs \i :C \C,vG CJ5OM OSiCO 1KWA DRWN BY: J. WALLACE CHIQ'D BY: J. WALLACE PAGE: 4 OF 5 )4 "LH STEEL TOP PLATE 6 "x6 "xy "TH _ COLUMNS f COLUMN Cl O z o z Q � N U- W w2 J 1/2" r` Va/ SOIID / - ROD BACK SIDE OF MEZZANINE 5" Ara, Aaro 1 /2" 1- 1 - 1/ ".1''III SIELL ANGLE CLIPS FOR Al !ACHING WOOD BARRIER 10 COLUMNS TIE -DOWN & WOOD BARRIER ANGLE CLIP DETAILS - 2 "X12" WOOD BARRIER 0, HOLES N co 1 5/8" • 1 5/8 ., INISHED DECK GROOVE WELD 3/16" COLUMN TO BASE PLATE COLUMN TO BASE PLATE STEEL C— CHANNEL 3/16" 16 "x16 "x3 /4 "TH BASE PLATE COLUMN BASE PLATE DETAIL FOR Cl AND C$ GROOVE WELD 3/16" COLUMN TO BASE PLATE 16 "x16 "x3 /4 "TH BASE PLATE COLUMN SASE PLATE DETAIL FOR C2 & C4 STANDARD COLUMN TO SLAB ATTACHMENTS HANDRAIL 1 1 /2 "X1 1/2" TUBULAR STEEL WOOD BARRIER MEZZANINE PLYWOOD IS HELD AWAY FROM THE EDGE OF THE MEZZANINE TO ALLOW FOR WOOD BARRIER TO SIT ON TOP OF THE PERIMETER C— CHANNEL STEEL I --BEAM 6 "x6 "x1 /4 "TH COLUMNS MEZZANINE B— DECKING IS RECESSED INTO STEEL PLATFORM 6 "x6 "x1 /4 "TH COLUMNS TAB TO COLUMN 015/6" HOLES FOR 03/4 ", 4 V MIN. EMBEDMENT HILT' KBII EXPANSION ANCHORS 01546" HOLES FOR 03/4 ", 4 V MIN. EMBEDMENT HIL11 KBII EXPANSION ANCHORS COLUMN TO BASE PLATE L41-"x4-"X1/4" STEEL ANGLE GUSSET WITH LIFT —OUT POCKET WELDED TO I —BEAM 1 Y2 HANDRAIL TUBE SLIDES INTO THE 2" TUBE LIFT —OUT POCKET OSHA STANDARD LIFT QUT HANDRAIL ATTACHMENT DETAILS C8x11.5 PERIMETER CHANNELS (TYPICAL) 0 0 COLUMN Cl 0 0 COLUMN Cl WE L D ED V ATTACH B —DECK TO PRE — ASSEMBLED SECTIONS USING #12x1 —Y4" TEK SCREWS, SPACE 4 PER 36" SHEET WIDTH & 1 PER 12" ON LONG EDGES. OR ATTACH B —DECK USING % "o PUDDLE WELDS, SPACE WELDS PER SDI STANDARDS. 4 "W X 6 "H X 3 /8 "TH WING TABS 05/8 "x2 ", FULL THREAD, A325 BOLTS, WASHERS, & NUTS. (2 PER ANGLE GUSSET) 18 GA. 1.5 B --DECK 03 U ATTACH B —DECK TO CENTER I —BEAM ON —SITE, USING #12x1 —Y4" TEK SCREWS, SPACE 5 PER 36" SHEET WIDTH ALL WING TABS LOCATED ON THE EXTERIOR SIDE OF THE MEZZANINE W6X9 STEEL I -BEAM CENTER BEAM - 0 0 6 "X6 "xY4" STEEL COLUMNS (TYPICAL) EZZA\I \E SECTIO \S TD CQLU V \ ATTACH COLUMN C2 0 C COLUMN 02 0 0 4 "X4 "XY4" STEEL ANGLES FOR SUPPORTING /ATTACHING CENTER I -BEAM COLUMNS & CE \TER BAV vIF \TS 4 "X6 "X /,6" STEEL ANGLES FOR SUPPORTING /ATTACHING C8x11.5 CHANNELS TO COLUMNS 0 "x2 ", FULL THREAD, A325 BOLTS, WASHERS, & NUTS. (3 PER WING TAB) co X CO r c7 ) CENTER I —BEAM DECKING ATTACHMENTS 5 /8"x2" LONG FULL THREAD A325 BOLTS WITH FIAT WASHERS, AND NUTS C3x4.1 CHANNEL INSTALLED WITH FLAT SIDE BEHIND TAB i u� MWTI., I��C JOB NUMBER: 3844 DATE; 12 -11 -2007 THIS DF1AWIING IS THE PROPERTY. OF PANEL— BUILT, INC. AND MAY NOT BE USED WITHOUT EXPRESS WRITTEN PERMISSION OF PANEL — BUILT INC.. ALL INFORMATION SHOWN ON THIS DRAWING IS THE PROPERTY QF PANEL— BUILT, INC, AND MAY NQT QE USED IN WHOLE DR PART WITHOUT SF?ECIFIC WRITTEN PERMISSION OF PANEL— BUILT, INC, . 18 "W, 3 /4" T &G PLYWOOD, ATTACH TO B —DECK ON —SITE USING 1 —Y2" LONG GRABBER SCREWS, SPACED 40 PER 4'X8' SHEET. 12 "W, 18 GA FLAT STEEL SPLICE COVER, ATTACH TO B —DECK ON—SITE USING 1 —Y2" GRABBER SCREWS, 2 PER DECKING RIDGE. 3 /4" T &G PLYWOOD, ATTACHED TO PRE — ASSEMBLED SECTION USING 1 —Y2" LONG GRABBER SCREWS, SPACED 40 PER 4'X8' SHEET. cD X co ,JL, - 1 PRE — ASSEMBLED SECTION (TYPICAL) EEC - CODE CO PUANC dE City Of 8 ILLI?, �7 RECEIVED FEB 2 7 2008 PERMIT CENTER 6 "x6 "xi4 "TH i T COLUMNS C..3x4.1 CHANNEL INSTALLED WITH H Al SIDE IN FRONT OF TAB DRWN BY: J. WALI,ACE I GROSS BRACING ATTACHME\J. 4 "X4 "X /8 "TH - - - -- CENTER SHIM PLATE CI-IK'D EY: J. WALI,ACE '+ "x4 "x- "TH CROSS BRACING TABS WOOD BARRIER � A _AT T , UI T , T PHONE #: 706- 745 -B540 FA:X #: 706 745 - 1450 c G6 , i � c.sroMs CO5CO WA PAGE; 5 ©F 5 j7 . . . . . • • .....- . .-WHOLESALE . 400 COSTCO . . • , TUKWILA •• . . . wA...s . . . . . • • . . • . .. DRIVE • Foii, rivia mop) . °Art y • . 1NG ON .98188. . . . . . ..... I. P ROJECT DIRECTORY DRAWING INDEX P ROJECT GENERAL, NOTES LEGAL DESCRIPTION ........ SCOPE OF W RK OWNER COSTCO WHOLESALE 999 LAKE DRIVE ISSAQUAH, WA 98027 t. 425.313.8100 ARCHITECT MULVANNY 62 ARGHIfECTURE 1170112TH AVE NE SUITE 500 BELLEVUE, WA 98004 f: 425.463.1418 _ f 425.4632051 PROJECT MANAGER: KRISTIN F1.E15HER STRUCTURAL ENGINEERS NORTHWEST 8869 WOODLAWN AVE NE ENGINEER SEATTLE, WA 96115 t 206,525.7560 f. 206.522.6698 MECHANICAL T.E., INC. ENGINEER 830 N. RIVERSIDE DRIVE SUITE 200 RENTON, WA 98055 . t: 206241.2012 f: 206.241.3101 • ELECTRICAL T.E., INC. 830 N RIVERSIDE DRIVE ENGINEER SUITE 200 • RENTON, WA 98055 t 206.241.2012 f. 206.241.3101 FIRE SPRINKLER 1101 ANDOV PARK WEST ENGINEER SUITE 100 - SEATTLE, WA 98188 t 206.439.7080 f. 206.439.7089 REFRIGERATION HUSSMANN CORPORATION 7739 1ST AVE. SOUTH SEATTLE, WA 9$108 t 206.763.9050 f:.206.762.4354 LOCAL CONTACT: TROY SANFORD ENERGY TRANE COMPANY MANAGEMENT 2021 152ND AVE. NE • REDMOND, WA 98052 t 425.643.4310 E 425.643.4314 • TS1.01 ' TITLE SHEEP ARCHITECTURAL aui.ui SITE PLAN EX1.01 EXISTING FLOOR PLAN D1.01 DEMOLITION PLAN A1.01 FLOOR PLAN. PL G2.01 PHASING AN G2.02 PHASING PLAN A5.01 M.P.U., FLORAL ROOM, & BAKERY ENLARGED PLANS A5.02 M.P.U., FLORAL ROOM, & BAKERYINTERIOR ELEVATIONS A5,08 PRODUCE COOLER & FISH COUNTER ENLARGED PLANS �.Q4. PRODUCE COOLER & FISH COUNTER INTERIOR ELEVATIONS ' A5.05 DELi & CHICKENN ROTISSERIE ENLARGED PLANS A5.06 DELI & CHICEKEN ROTISSERIE INTERIOR ELEVATIONS A5.07 COFFEE•ROASTER ENLARGED PLANS AND ELEVATIONS A5.01 SCHEDULES- DOOR, WINDOW AND ROOM FINISH - ' . A9.01 INTERIOR DETAILS A:.32 INTERIOR ERIOR DETAILS . STRUCTURAL S1.1 FOUNDATION PLAN 52.1. GENERAL NOTES & SECTIONS S2.2 ROTISSERIE FRAMING PLAN & SECTIONS 52.3 COFFEE ROASTER PLANS & SECTIONS 52.4 DEMO ROOM FRAMING PLANS & SECTIONS MECHANICAL M1 MAIN MECHANICAL FLOOR PLAN M2 ENLARGEDHVACPLANS M3 MECHANICAL 1 NAC SCHEDULES, HVAC LEGEND, AND MECHANICAL DETAILS PLUMBING P1 MAIN PLUMBING FLOOR PLAN P2 ENLARGED DEMOLITIO PLANS P3 ENLARGED PLUMBING DEMOLITION PLANS P4 ENLARGED WASTE & VENT PLANS ENLARGED PLUMBING PLANS P5 P6 PLUMBING SCHEDULES P7 PLUMBING DETAILS ELECTT ICAL El LEGEND, ONE UNE DIAGRAM, LOAD CALCULATION, LIGHTING. FIXTURE SCHEDULE & NOTES E2 PARTIAL FLOOR PLAN, ENLARGED PLANS, DETAILS, & NOTES E3 ENLARGED PLANS - BAKERY, COFFEE ROASTER, DISH PREP ROOM, ROTISSERIE, DEL(, FISH COUNTER, DETAILS &NOTES E4 PANEL SCHEDULES FIRE PROTECTION FM FIRE PROTECTION SUPERVISORY SYSTEM DEVICE LAYOUT FA2 FIRE PROTECTION SUPERVISORY SYSTEM DEVICE DETAILS FP1 SiTE FIRE SERVICE PIPING PLAN FP2 FIRE SPRINKLER PIPING PLAN FPS FiRE SPRINKLER PIPING PLAN DETAILS REFRIGERATION (FOR REFERENCE ONLY) EE _i EXISTING PARTIAL FLOOR PLAN R-1 PARTIAL FLOOR PLAN R -2 ELECTRICAL PLAN R-3 ELECTRIOAUREFRIGERATION SCHEDULE R-4 - PLUMBING PLAN R LIQUID LINE PLAN R-6 SUCTION LINE PLAN R-7 MECFIANICAWETAIL LAYOUT . • THESE PROJECT GENERAL NOTES APPLY TO THE ENTIRE PROJECT. CONSULT DRAWINGS OTHER THAN ARCHITECTURAL FOR ADDITIONAL GENERAL NOTES, ABBREVIATIONS AND SYMBOLS. FIELD VERIFICATION AND COORDINATION: LEGAL DESCRIPTION PARCEL. A: THAT PORTION OF GOVERNMENT LOT 1 OF SECTION 35 AND GOVERNMENT LOT 1 OF SECTION 36 AND GOVERNMENT LOT 8 OF SECTION 25 AND THAT PORTION OF THE SOUTHEAST QUARTER 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 AT THE NORTHEAST CORNER OF SAID GOVERNMENT LOT 1 OF SECTION 35; THENCE SOUTH D1 °19'01" WEST ALONG THE EAST LINE OF GOVERNMENT LOT 1 OP SAID SECTION 35A DISTANCE OF 82.38 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 88°08'2? WEST A DISTANCE OF 16724 FEET; • THENCE NORTH 01°51'39" EAST A DISTANCE OF 83.55 FEET; THENCE NORTH 01 °47'29° EAST A DISTANCE OF 515.60 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 300.00 FEET, ON ARC DISTANCE OF 99A3 FEET THROUGH A CENTRAL ANGLE OF 18°59'26 °; THENCE SOUTH 88 °1231" EAST A DISTANCE OF 723.22 FEET; THENCE SOUTH 01°47'29" WEST A DISTANCE OF 471.67 FEET TO THE WEST MARGIN OF THE JAMES CHRiSTEN5EN ROAD; THENCE SOUTH 30°2421" WEST ALONG SAID WEST MARGIN A DISTANCE OF 60.08 FEET; THENCE SOUTH 07'°32'21 " WEST ALONG SAID WEST MARGIN A DISTANCE OF 174.08 FEET; THENCE NORTH 88 °0821" WEST A DISTANCE OF 52622 FEET TO THE TRUE POINT OF BEGINNING. TOGETHER WITH A PERMANENT AND IRREVOCABLE NON - EXCLUSIVE EASEMENT OVERTHE FOLLOWING DESCRIBED 30 FOOT STRIP OF LAND, COMMENCING AT THE EAST LINE OF ANDOVER PARK EAST, PROCEEDING EASTERLY TO THE EAST UNE OF THE GRANTEE'S (PARCEL A) 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, W.M., IN THE CITY OF TUKWILA, KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 26; THENCE NORTF187 °44'08" WEST THE SOUTH LINE OF SAID SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION ION 26 26 A DISTANCE OF 166.45 FEET; . • THENCE NORTH 01 °47'29° EAST A DISTANCE OF 515.60 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 300.00 FEEL , ON ARC DISTANCE OF 99.43 FEET THROUGH A CENTRAL ANGLE OF 18 °54'26° TO THE TRUE POINT OF BEGINNING; THENCE NORTH 88 12'31' WEST A DISTANCE OF 257.91 FEET TO THE EASTERLY MARGIN OF ANDOVER PARK EAST; THENCE ALONG SAID EASTERLY MARGIN ALONG A CURVE TO THE RIGHT THE ,CENTER OF WHICH BEARS SOUTH 71°29'01' EAST HAVING A RADIUS OF 270.00 FEET, AN. ARC DISTANCE OF 20.33 FEET TO A POINT OF REVERSE CURVE; THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 330.00 FEET, AN ARC DISTANCE OF 11.46 FEET; THENCE SOUTH 81392'31" EAST A DISTANCE OF 970.63 FEET; THENCE SOUTH 01 °47'29' WEST A DISTANCE OF 30.00 FEET TO THE NORTHEAST CORNER OF THE AB DESC RIBED PARCEL; THENCE NORTH 88 °12'31" WEST ALONG 711E NORTH LINE OF THE ABOVE DESCRIBED PARCEL A DISTANCE' . OF 723.22 FEET TO THE TRUE POINT OF BEGINNING. • PARCEL B: THAT PORTION OF GOVERNMENT LOT 1 IN SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN THE CITY OF TUKWILA, KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID GOVERNMENT LOT 1 OF SECTION 35; THENCE SOUTH 01 °19'01' WEST ALONG THE EAST LINE OF SAID GOVERNMENT LOT 1 A DISTANCE OF 82.38 . FEET; . THENCE NORTH 88 WEST A DISTANCE OF 167.24 FEET TO THE TRUE POINT OF BEGINNING; • THENCE CONTINUING NORTH 88°0821' WEST A DISTANCE OF 253.00 FEET TO THE EAST LINE OF ANDOVER PARK EAST; .. THENCE NORTH 01 EAST ALONG SAiD EAST LINE A DISTANCE OF 48.00 FEET; THENCE SOUTH 88 °08'21" EAST A DISTANCE OF 253.00 FEET TO THE WEST LINE OF PARCEL'Aa THENCE SOUTH 01 °51'39° WEST ALONG SAID WEST LINE A DISTANCE OF 48.00 FEET TO THE TRUE POINT OF BEGINNING. PARCEL C: • • THAT PORTION OF GOVERNMENT LOT 1, 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 87 °44'08" WEST ALONG THE NORTH UNE THEREOF 166.45 FEET TO THE CENTERLINE OF C.M.ST.P & P RR R/W EASEMENT; THENCE SOUTH 1 °51'34" WEST ALONG SAID CENTERLINE 83.55 FEET; THENCE NORTH 8B °08'21' WEST 253.00 FEET TO THE TRUE POINT OF BEGINNING OF THIS DESCRIPTION; THENCE SOUTH 85 °08'21' EAST 226 -00 FEET; THENCE SOUTH 86°25'18° WEST 211.95 FEET; THENCE SOUTH 37°43'51' WEST 25 FEET TO A POINT FROM WHICH THE TRUE POINT OF BEGINNING BEARS NORTH 1 °51'39° EAST; • THENCE NORTH 1 °51'39° EAST TO THE TRUE POINT OF BEGINNING. D 05 .,.... I 0 5 . WILDING: TENANT IMPROVEMENTS WITHIN EXISTING BUILDING (NO F001 PfiINT INCREASE) INCLUDE 51= 1.0 -CT1VE OEiNOLITiON (N AND CONSTRUCTION OF A BAKERY FREEZER, CAKE DECORATING AREA PROD.UCECOOLER, DEMONSTRATION PREP ROOM, DELI, & ROTISSERIE ITALSO INCLUDES THE CONSTRUCTION INSTADATION OF NEW REFRIGERATED ISLAND CASES, NEW COFFEE ROASTER, NEW FISH COUNTER, NEiiY FISH PREFROOM, NEW FISH COs, NEW MPU, & NEW FLORAL ROOM. . • + THE WORK ALSO INCLUDES, BUT NOT IS LIMITED TO, INTERIOR SiGNAGE; FIRE PROTECTION SPRINKLER SYSTEMS, • LIFE SAFETYlFiR1 =ALARM SYSTEMS, IiVAC SYSTEMS, ENERGY MANAGEMENT SYSTEMS, PLUMBING AND ELECTRICALILIGHTINGSYS7'EMS. SITE: NEW GREASE INTERCEPTOR- INCLUDING PAVEMENT REPAIRS. • • . • 1. SURVEY DIMENSIONS: DIMENSIONS OF SITE CONDITIONS ARE FROM SURVEY BY OTHERS. THE ARCHITECT BEARS NO RESPONSIBILITY 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. E OSTING 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 BETAKEN TO AVOID DAMAGE OR DISTURBANCE TO EXISTING UTILITIES: THE CONTRACTOR' SHALL BE RESPONSIBLE FORREPAIRING ANY DAMAGE TO THE UTWTY. 3. THE CONTRACTOR SHALL CONSULT THE DRAWINGS OF ALL TRADES FOR OPENINGS THROUGH SLABS, WALLS, CEILINGS, AND ROOFS FOR DUCTS, PIPES, CONDUIT, CABINETS, AND EQUiPMENTAND SHALL VERIFY THE SIZES AND LOCATIONS WITH SUBCONTRACTORS. . DIMENSIONS: • T ■� 1. GOVERNING BUILDING CODE: 1. 2003 IBC 2. ZONING: 2 COMMERCIAL/RETAIL . 3. EXISTING BUILDING AREA 3. 222,496 S:F. (UNCHANGED) • 4. OCCUPANCY GROUP: 4. M (MERCANTILE) 5. CONSTRUCTION TYPE: 5. 5B 6. BUILDING HEIGHT 6. 30' -0° - --„� , _ _ I V a - 67. - ONE- 7 NO. STORIES: � -; • , 4 ' d > DF COMp CE :., _ �I- K - 1 ' r sl,r i 'G INSPECTION BY THE MG COUNTY HEALTH D E €RED palm ,- p .o , Tuk - - - �3 -. _ TI{ F' , g I g eP '� REQUIRED D TAI BE AVAILABLE P ;1 ON S a ., �p � I' MAT • 1. DO NOT SCALE THE DRAWINGS TO OBTAIN DIMENSIONS. WRITTEN DIMENSIONS GOVERN. USE ACTUAL FIELD MEASUREMENTS. NOTIFY THE ARCHITECT iF ANY DISCREPANCIES ARE FOUND. 2. DIMENSIONS ARE TO THE: - CENTERLINE OF COLUMNS OR GRID - CENTERLINE OF OPENINGS -, FACE OF STUDS - FACE OF CONCRETE OR MASONRY (NOMINAL) • 3. ALL DOORS NOT LOCATED BY DIMENSIONS ON PLANS OR DETAILS SHALL BE 6" FROM THE FACE OF INTERSECTING WALL TO EDGE OF DOOR OPENING. 4. ALL DIMENSIONS NOTED "CLEAR SHALL BE MAINTAINED AND SHALL ALLOW FOR THICKNESS OF ALL FINISHES INCLUDING CARPETING, TILE, AND TRIM. 5. ALL HEIGHTS ARE DIMENSIONED FROM THE TOP OF THE SLAB UNLESS NOTED OTHERWISE. 6. ROUGH IN DIMENSIONS: VERIFY ALL ROUGH -IN DIMENSIONS FOR EQUIPMENT FURNISHED AND/OR INSTALLED BY THE CONTRACTOR, SUBCONTRACTORS, OWNER OR OTHERS. _. _ GENERAL REQUIREMENTS : 1. VERTICAL CLEARANCES: PLACE NO MAINS, PIPING, CONDUIT OR OBSTRUCTIONS OF ANY KIND SO AS TO IMPAIR GIVEN CEILING HEIGHTS AND CLEARANCES. . ' . . • • • . • , V 0 I I N I A - ' • • Any . • TU i� Y 1 n Y i I LA F / ,/ S AMH A3 'M 0 i ' • •- • Ce Q. "3 AMNd W l"- W • W > C.) ' = a < CO LLI > • Z CI Ceara" EMsolommesur COSTCO DR: 1 „....... . S. 1 80TH !ti! OT ARCHITECTURAL ABBREVI -� TIONS • . ARCHITECTURAL SYMBOLS ACOUS. ACOUSTICAL EXH. •EXHAUST M.H. MANHOLE SIM. SIMILAR ADJ ADJUSTABLE, ADJACENT EXIST. EXISTING MIN. MINIMUM A.F.F. ABOVE FINISHED FLOOR EXP. EXPANSION MISC. MISCELLANEOUS (SLAB) EXT. 1XTERIOR M.O. MASONRY OPENING 5.1.0• SUPPLIED & INSTALLED BY OWNER ALUM ALUMINUM F.D. FLOOR DRAIN M.R. MOISTURE RESISTANT S.I.V. SUPPLIED & INSTALLED BY VENDOR ANOD. ANODIZED FEIN. • FOUNDATION MULL MULLION 6.0.1.C. SUPPLIED BY OWNER APPROX APPROXIMATE FF FACTORY FINISH MID. MOUNTED ' INSTALLED BY CONTRACTOR BD. BOARD FHS FLAT BEAD SCREW SPEG'D. SPECIFiED MTG. MOUNTING B.F.F. BELOW FINISHED FLOOR -FL FLOOR • N.I.C. NOT IN CONTRACT S.S. S SQUARE BLDG. BUILDING F.I.O. FURNISHED &INSTALLED NOM. NOMINAL . . SERVICE SINK,5ANTIARYSE'WER BM BLOCK BY OWNER SST STAINLESS STEEL N.T.S. S NOT TO SCALE BLK'G. BLOCKING RN. FINISH OA OVERALL STD. STANDARD BM. BEAM F.R.P.P. FIBER REINFORCED PLASTIC O.G. ON CENTER 5TL STEEL BOT, BOTTOM PANEL(S) O.H. OVERHEAD STRUCT. STRUCTURE, STRUCTURAL B1WN. BETWEEN FRT. FIRE RETARDANT TREATED OP'G. OPENING SUSP. SUSPENDED CB CATCH BASIN ErG- FOOTING SYS. SYSTEM OPP. OPPOSITE C.G. CORNER GUARD GA. GAUGE PTN. PARTITION T TREAD, TOP C.I. CAST IRON GALV. GALVANIZED PERP. PERPENDICULAR T.O.J. TOP OF JOIST C.I.P. CAST IN PLACE G.C. GENERAL CONTRACTOR PL. PLATE, PROPERTY LINE T.O.M. TOP OF MASONRY C.L. CENTER LINE, GWB GYPSUM WALLBOARD, PLAS.LAM. PLASTIC LAMINATE T.O.P TOP OF PARAPET CLR CLEAR GYPSUM T.O.S. TOP OF STEEL PLYWD. PLYWOOD CLG. CEILING H.B. HOSE BIBS PLBG. PLUMBING T.O.W. TOP OF WALL CMU CONCRETE MASONRY UNIT H.C. HANDICAPPED PNL PANEL, PANELING T&B TOP & BOTTOM COL COLUMN H.M. HOLLOW METAL PR PAIR • • TEL TELEPHONE CONC. CONCRETE HOW. HORIZONTAL PROJ. PROJECT TEMP. TEMPERED CONT. CONTINUOUS NT. HEIGHT PRV PRESSURE REDUCING T &G TONGUE &GROOVE CONSTRUCTION HTR. HEATER VALVE T.G. TEMPERED GLASS CONTR. CONTRACTOR IBC INTERNATIONAL BLDG CODE PT. POINT 'I'' TYPICAL G.T. CERAMIC TILE INSUL INSULATION UTIL UTILITY Q.T. QUARRY TILE DBL DOUBLE INT. INTERIOR QTR QUARTER U.B.C. UNIFORM BUILDING CODE DIM. DIMENSION . JTJ.JTS. JOINT,JQINTS R RADIUS U.N.O. UNLESS NOTED OTHERWISE Dn. DETAIL L LONG, LENGTH LAMINATE, LAMINATED RC.P. REFLECTED CEILING PLAN V.C.T. VINYL COMPDSITIDN TILE D.F. DRINKING FOUNTAIN LAM. VERT. VERTICAL � D.S. DOWNSPOUT • LINEAR FOOT, LINEAL FOOT R.D. ROOF DRAIN V.I.F. VERIFY IN FIELD DWG. DRAWING LIB. LIQUID R.L. RAIN LEADER W/ WITH EA. EACH LT.WT. LIGHT WEIGHT RECD. RECEIVED W/O WITHOUT REFRIG. REFRIGERATION - REINFORCING WOW. WINDOW . FINISH SYSTEM ' M.B.S. METAL BUILDING SUPPLIER REQ'D. REQUIRED W.P. WATERPROOF ELEVATION, EVATION, ELEVATOR MECH. MECHANICAL R.O. ROUGH OPENING W.R. WATER RESISTANT ELEC. ELECTRICAL MTL METAL • SCH®. SCHEDULE WT. WEIGHT MFG. MANUFACTURING W.WF. WELDED WIRE FABRIC ENCL. ENCLOSURE S.C. SOLID CORE E Q. EQUAL MFR. MANUFACTURER SHT. SHEET Y.D. YARD DRAW • • SYMBOLS - • MATERIALS . REFLECTED CEILING WALL TYPES • • ' DETAIL NORTH ARROW -- - - - - ::: GYPSUM BOARD SUSPENDED CEILING DETAIL IDENTIFICATION PROJECT NORTH ITEM S.I.O 1 I -■ . CMU • CUT LINE - DEFINES THE ARROW REVISION C LOUD OR N.I.C. d CONCRETE .. �� i ••- : �:: GRiD SYSTEM Wi LAY iN . . PANELS -4X2 ��� U.N.O. - .- „••• -.. w,J AND DELTA DETAILED ELEMENT J. auut MI . TRUE NORTH A6.01 EARTH GRAVEL SHADED AREA DENOTES METAL SHEET WHERE INDICATOR - DRAWN ODOR MARK 50' -0 °A F.F. WORK, CONTROL TTEM S.O.I.0 OR S.I.C. SECURITY DECK A130VE: • 3 518" METAL STUDS DOOR CODE - OR DATUM POINT / /O/ CMU OR BRICK - (U.N.O.) @ 16° O.C. W/ WALL SECTION REFER TO �+�++ ®PLYWOOD = _ ___ / / GWB- PAINTED EACH FACE FIRE RATED CEWNGTILE U.N.O. PER SCHEDULE - DETAIL IDENTIFICATION SCHEDULE CUT LINE DEFINES THE SLOPE DOWN SLOPE DIRECTION WITH DATUM MARK / / / 2 • - DETAILED ELEMENT WINDOW, RELITE OR 118° PER FOOT LOUVER MARK A7.01 WINDOW - SHEET WHERE DRAWN NUMBER -REFER TO SCHEDULE l� NEW CONSTRUCTION - SHOWN SOLID RIGID INSULATION - ° 3 5B METAL STUDS @ • BATT INSULATION • SPRINKLER DROP • 16° O.C. WI SOUND • INSULATION BAIT. & MEMBER CID DROP CORD (SEE ELECT.) FINISH PER SCHEDULE WOOD BLOCKING . • . ® AIR HOSE ---• FREEZER I COOLER WALLS FINISHED WOOD (S.1.0.) ACOUSTICAL TILE @ WATER DROP • STEEL EXISTING FRFF2FR! EXHAUST VENT OR COOLER WALLS ALUMINUM Ei RETURN AIR GRILLE • SPRINKLER MAIN Wit. ®WOOD BUILDING SECTION EQUIPMENT MARK DETAIL IDENTIFICATION PROPERTY UNE EXISTING CONSTRUCTION TO REMAIN QUIPMENT ' ��I �� MN IR -SH OWN LIGHT BACKGROUND NUMBER REFER ® ® %% - A3.01 TD SCHEDUI E SHEET WHERE DRAWN FENCE x---x ROOM MARK x x x x x � EXTERIOR ELEVATION ROOM - ROOM NAME • DETAIL IDENTIFICATION i 100 I ROOM NUMBER BRF.AKLINE EA STiNG CONSTRUCTION TO BE • • Q • S - REMOVED - SHOWN DASHED A3.02 SHEET WHERE DRAWN _ - F SOO UND INSULATION ® HVACDIFFUSER . • INTERIOR ELEVATION CO '�'� DETAIL IDENT IFICATION 6 � ilt�` � SHEET WHERE DRAWN COLUMN GRIDS FLUORESCENT ❑ t1Ii 1.- / UGFITWG FIXTURE FEB 2 2008 . FLUORESCENT UGHTING ❑ B FIXTURE PERMIT GETTER ( _ . {N R D. 0 LIGHTING FIXTURES TUKWILA, WA # 06 400 COSTCO DRIVE TUKWILA, WA. 98188 COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 Costco.com - 1110112TH AVE. NE I SUITE 500 BELLEVUE, WA 1 98004 t 425.463.2000 I 1425.463.2002 MulvannyG2.com 1 HEALTH DEPT. SUBMITTAL X fg 1 0 I T z 12 0 W a ~ a. Q w Q v� V Cl- APP M _ O 44F.R Ii fi 2005 1.63iO4 - EA €:NCI S1L* lb &Z ° fir. "i. ..: -pogrots./ See 5g.e I RONALD L MADDOX, ARCHITECT tattwann9G Ardliacturer Mnm,ts marred. NCI part dela&Cam ramaybe repredueed In any Term a by any mdarer16haa parmIsalcn Nwipingfrem MatyaralsolZArtillactuta DATE 2.25.05 DESCRIPTION HEALTH DEPT. SUBMITTAL 93- 0440 -18 PM: KRISTIN FLEISHER DRAWN: KF FEBRUARY 24, 2005 TITLE SHEET TSI1O1 IIIIIIMEN1111111=111111111111M.N1111111111 _.• r 30' PERMANENT & IRREVOCABLE NON - EXCLUSIVE EASEMENT � R s i 933' -0" v C CD - ■mwlrrt- t=--- eta # F m—i - milorlr■a aNiStrbeid 230' -0" lumm immiti ■mmi COSTCO DRIVE EXISTING REGIONAL OPTICAL FACILITY 441 COSCTO DRIVE v 136' -0" , t 94' -0" �jIJd13Vtl ON ENTRANCE 500'- WAREHOUSE SUITE 150 >S4E (NO CHANGE TO FOOTPRINT) FOOD PLANT SUITE 100 374` -0" 51,117/1 -°-- EXISTING GREASE INTERCEPTOR CIF IINF - II• NEW GREASE INTERCEPTOR, SEE PLUMBING DRAWINGS c> b W q SITE PLAN SCALE: 1" = 40' -0" -El- -iw- rIr■Ir� ttttrtrlr -�tt;_ -rlr -MX- C7 co L MECH. wIIIIIIIlIH IIAIIIIIIIII1= r .r Ai. fi rr j 0 0 I RAMP DOWN —; Lam,. 0 • © UV III L_ Szt 1 OktP k. IIDI.1E1ntIr1 DUSTING RECEIVING DOCK - -7 NO PUBLIC ACCESS a 11 i i a i i 0 � co 0 sit 4z- 1)0 at I R `IEWE..:' CODE COMPLI .;'° I MA Cit Of Mk* : RECEIVED FEB 2 7 2008 PERMIT CENTER A 0 10' 20' 40' SITE PLAN 400 COSTCO DRIVE TUKWILA, WA. 98188 1110112TH AVE. NE I SUITE 500 BELLEVUE, WA 1 98004 t 425.4632000 I f 425.4632002 AAudvabnyG2Arc:Ma Tura: AU rights fawned. No part oftivs&car ntmaybe reprnducadIn any form cc by any m tN @+out permteefoe In wr ling from MutarnyG2ArCMt3c'INa. 93-0440 -18 PM: KRISTIN FLEISHER DRAWN: KF FEBRUARY 16, 2005 SD1.01 • -7 1—. . COSMO ( =VNOLESAILE � TUKWILA, WA # 06 COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 Costco.com MulvannyG2.com' HEALTH DEPT. SUBMITTAL �.L u o o - r z <0111 W Q W CO Lill 0 O. Q CO, O W Z RONALD L. MADDOX,,ARCHITECT 80' DATE 2.25.05 t DESCRIPTION HEALTH DEPT. SUBMITTAL 49 — DUSTING COMPACTORIBALER ROOM DUSTING JUICE/WATER/ SODA & TEA BOTTLING AREA CL=.7202 C=_MC7.DEZDC EXISTING SUPPLY AREA EXISTING PAN WASHER AREA EXISTING TORTILLA & POTATO CHIP AREA EXISTING STORAGE EXISTING MAINTENANCE EXISTING USDA OFFICE EXISTING BREAK ROQM EXISTING OFFICE ►i + + O EXISTING OFFICE EXISTING JANITOR ROOM EXISTING COFFEE ROASTER ono EXISTING TIRE SALES EXISTING EMPLOYEE BREAKROOM EXISTING TIRE INSTALLATION ■IIII'' 00 ■III II IIIIIII' = U n u li II n U 9 000000 ° 0 0 0 X 0 9 0 0 0 0 0 50-0° EIL IEEE] [III EIEE Hid EIE HI] € - I I I_ i+d EIE EXISTING EXISTING RECEPTION OPTICAL KIOSK EF-T [Ii EIEFE4iiE_EIHE EIEEEELEEEEEIEi: 1] EIEEEiiiEiEiEii_ 1] 51P-0" EXISTING PHOTO EIEEETEIEEEPIE 1] EI: =EFE:I=I: II] EXISTING I DUSTING CONTROL ROOM BEVERAGE ROOM 11 YLPR, 1 1 STING I I PRINT SHOP Ef3 [I] II I m m I I I IIII III I 1I HI! IIII II I IIII III III IIII !I1 II I I III I II _ETT- EEI _I E €= EIETET= [IEEE' F n If N t1=E yl Ef] IIII IIII III Il IIII III H I .EII1 I IIII IIII I! 1 I IIII IIII HiH I III IIII 11I LII I LII I LJ EXISTING ENTRANCE EI EXISTING I DUI 500' EIIEEEEEEEEEEE E HEE SCALE: 1" = 20I-0" 50` -0 H U DUSTING PHARMACY o o d o n EIEETEEEEEE-iii :ii-fiEHEEHE [IEEE =- EIEEE_E-EEEEETHE --k ± T II. Yr . II ili: L USTING TOBACCO SALES 13 - EEEEEEEEE—I] EXISTING FLOOR PLAN 50'-" miDou DUSTING FREEZER I II I • I li a I EXISTING BURRITO AREA ° EXISTING EXISTING QUALITY OFFICE cONTROLMEALTH ■ DUSTING a FREEZER If r-Tri I IIII 'Li r I I I I I I I - -J g L DUSTING BAKERY J • I II I i II I • N1 I L .J DUSTING 'CHICKEN ROTISSERIE I DUSTING SMOKED MEATS AREA T DUSTING ia ELECTRICAL ROOM DUSTING BAKERY COOLER 9' y DUSTING . I PRODUCE COOLER -. DUSTING MEAT COOLER C =` = - Z - Z - ] E DUSTING H POPCORN AREA I 50 00 m 11 1 IIII ri it 1 IIII H RH HH II I 11 1 I II I LJ 1 11 1 LUJ DUSTING RESTROOM J EXISTING RECEMNG EXISTING RECEIVING OFFICE DUSTING R.T.V. DUSTING MAITENANCE AREA -� I I I H H H H H H F L_1 •t ♦ REVIE ODE COMPLIANCE A P B „ Citi O f Tubvi BUILDING DIVISION RECEIVED FEB 2 7 2008 PERMIT CENTER .�.I.d �wa� TUKWILA, WA # 06 400 COSTCO DRIVE TUKWILA, WA. 98188 COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 Costco.com 1110112TH AVE. NE I SUITE 500 BELLEVUE, WA 1 96004 t 425.463.2000 I f 425.463.2002 MulvannyG2.com r HEALTH DEPT. SUBMITTAL Et z� z � Q W � LLI w z� z a z o � 17:o mcopL.L2ii- P LU M <m611. Lu z z 0 5' 10' I RONALD L MADDOX, ARCHITECT 20' ® MuIva aryG2Alddt,ra: All rf8hla tumoral. No pert of Aga mconnentmay ba repre4acto In an„torrn ortyw mewls AC>out . pmmleamnm war* foam MuNarroG2An actor& DESCRIPTION . 40' DATE 2.25.05 HEALTH DEPT. SUBMITTAL 93. 0440 -16 PM: KRISTIN FLEISHER DRAWN: KF FEBRUARY 22, 2005 EXISTING FLOOR PLAN EX1.01