Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit D09-013 - COSTCO - STORAGE RACKS
C 400 C STCO STCO DR D09 -013 Parcel No.: Address: Suite No: Tenant: Name: Address: Owner: Name: Address: Phone: Contact Person: Name: TRAVIS MORTON Address: 1110 112 AV NE, STE 50C , BELLEVUE WA 98004 Phone: 425 463 -1585 Contractor: Name: FERGUSON CONSTRUCTION INC Address: PO BOX 80867 , SEATTLE WA 98108 Phone: 206 -767 -3810 Contractor License No: FERGUCI000LA DESCRIPTION OF WORK: REMOVE EXISTING RACKS AND RELOCATE AND ADD NEW STORAGE RACKS Value of Construction: Type of Fire Protection: Type of Construction: 2523049063 400 COSTCO DR TUKW COSTCO RACKS 400 COSTCO DR , TUKWILA WA Cityqf Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 205- 431 -3665 Web site: http://www.ci.tukwila.wa.us SADE PAUL +ELEANOR 585 POINT SAN PEDRO BD , SAN RAFAEL CA 94901 DEVELOPMENT PERMIT $0.00 Fees Collected: $136.50 International Building Code Edition: 2006 Occupancy per IBC: * *continued on next page ** doc: IBC -10/06 D09 -013 Permit Number: Issue Date: Permit Expires On: Expiration Date: 06/01/2010 D09 -013 04/28/2009 10/25/2009 Printed: 04 -28 -2009 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Permit Center Authorized Signature: I hereby certify that I have read and e governing this work will be complied The granting of this permit does not pre construction or the perform • ce of work. Signature: Print Name: 5/V1/)t'4,/ doc: IBC -10/06 City oPTukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: hitp: / /www.ci.tukwila.wa.us Fire Loop Hydrant: N Number: 0 Flood Control Zone: Hauling: N Start Time: Land Altering: Volumes: Cut 0 c.y. Landscape Irrigation: Moving Oversize Load: N cc Start Time: End Time: Private: Profit: N Private: • Permit Number: Issue Date: Permit Expires On: Size (Inches): 0 End Time: Fill 0 c.y. Public: Non - Profit: N Public: Date: 0 0 D09 -013 04/28/2009 10/25/2009 ned this permit and know the same to be true and correct. All provisions of law and ordinances whether specified herein or not. e to give authority to violate or cancel the provisions of any other state or local laws regulating I am authorized to sign and obtain this development permit. Date: l i - 1 �jy) y 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. D09 -013 Printed: 04 -28 -2009 Parcel No.: 2523049063 Address: Suite No: Tenant: doc: Cond -10/06 400 COSTCO DR TUKW COSTCO RACKS 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 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. /hvww.ci.tukwila.wa.us PERMIT CONDITIONS * *continued on next page ** • Permit Number: Status: Applied Date: Issue Date: D09 -013 ISSUED 02/04/2009 04/28/2009 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: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspectcr shall furnish inspection reports to the Building Official in a timely manner. 5: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 6: All construction shall be done in confcrmance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 7: 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. 8: Manufacturers installation instructions shall be available on the job site at the time of inspection. 9: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 10: 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. D09 -013 Printed: 04 -28 -2009 Signature: Print Name: 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 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 work construction or the performance of work. ( 6Lt * ? Date: 4 (4 - d "illy g k doc: Cond -10/06 D09 -013 ordinances governing or local laws regulating Printed: 04 -28 -2009 CITY OF T 'IKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http: / /www. ci. tukwila. wa. us 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 Site Address: 400 C-c s I�t? tvc Tenant Name: C O;,TC (1\) i }r ;A l .r C oapoP A 1 l 0t4 Property Owners Name: ?Au t.- + E LA KICI R SA Mailing Address: x. C0E 1.4 11-1,5 Cr,L)ET Name: "T v LS M p 2_, TON Company Name: 'Z17- 7 t7So4 ccNS re, UCX\t) J Mailing Address: 7433 F1FT AlE SGlTTl4 PO R nX BOF6 Contact Person: (712,E v\i ti,t.iAMS E -Mail Address: Lnifean1/4 J lc.ntJ C.nrvST - R.0c1 - 1(W. CCM Contractor Registration Number: D_b-, v c,1 CDOO LA Company Name: t- 4ULVfkNn1YInd Auv) tT}✓cTV2 Mailing Address: \ l \ 0 l \ a.'" Poi t=N l ➢F✓ NC SU 11 SOO Contact Person: - Fe,A\f 1 S aT0n1 E -Mail Address: Ta-AVtS, M oz-T - 01./ MULV ANiv (rta OEM Company Name: Mailing Address: ; 3o 7(05 PAcF1C- Cc)Asr t b-t\-1wA\ Q x 1 CT Contact Person: Pe w, S , 1-1t t E -Mail Address: 1--k uru-,t N "S .N tp, ova e . C O t\ H:\Applications\Potms- Applications On Line\2009 Applications \I 2009 - Permit Application.doc Revised: 1-2009 bh s t\ t Building Permit No. Mechanical Permit No. Plumbing /Gas Permit No. Public Works Permit No. Project No. (For office use only) DA King Co Assessor's Tax No.: 95,93o n(o30 S Suite Number: TVA ALAMO City CONTACT PERSON — who do we contact when your permit is ready to be issued Day Telephone: Mailing Address: \ \ k CD 1 1 atw A \f E- N Su t t C '300 Bel-A1E V UE W A ` �5 , Ob LI City State Zip E -Mail Address: - T2AV 012TovJ Mu LVAN1'K Crta,, COM , Fax Number: t-4a 4 (v 3 2.002-- GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) SEA - vT1 City Day Telephone: Fax Number: Expiration Date: Co. a 1, 2.1:1 10 ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record ')G1IFV City Day Telephone: Fax Number: New Tenant: WA State Z-0(? . 7 4; 1 2-O(O. Z5 Floor: N/A ❑ Yes G A State Zip '\/NA ° I c bC ) 64 State Zip LI d5. Li �3, I5 5 �la5 (03., Zoo 2_ ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Co N U L tl MALI 811 City Day Telephone: Fax Number: CA a.(.0c State Zip k0v5i-,ckv l"181 310. Sag . 5\0.y- Page I of 6 BUILDING PERMIT INFORMATION — 206 -431 -3670 Valuation of Project (contractor's bid price): $ 13 l .. 'v Existing Building Valuation: $ (9 l �I t — 1(30 .00 Scope of Work (please provide detailed information): - TNE. ripE E WAR INCL )1Y_S fi 1 - i c Pe-Men/AL w E X 1 STI N(7 I?AC K- t- C)CA t A'DDi N(y OF 3 a PLEASE DeArkAntu Thy NTrtlES Amp t-oGAmONC- Will there be new rack storage? • Yes Provide AU Building Areas in Square Footage Below 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): 4 J /A Floor area of principal dwelling: /A Floor area of accessory dwelling: (WA *Provide documentation that shows that the principal owner lives in one of t dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Will there be a change in use? ❑ Yes H:\Applications\Forms- Applications On Line\2009 Applications \1 -2009 - Permit Application.doc Revised: 1 -2009 bh 0.. No If yes, a separate permit and plan submittal will be required. Compact: Handicap: i No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ® 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 II " 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. Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1 Floor ak0(o, 8'l 4 I, 114 4 SF• n1 /A t . \! - FD NA 2 Floor 3 Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck BUILDING PERMIT INFORMATION — 206 -431 -3670 Valuation of Project (contractor's bid price): $ 13 l .. 'v Existing Building Valuation: $ (9 l �I t — 1(30 .00 Scope of Work (please provide detailed information): - TNE. ripE E WAR INCL )1Y_S fi 1 - i c Pe-Men/AL w E X 1 STI N(7 I?AC K- t- C)CA t A'DDi N(y OF 3 a PLEASE DeArkAntu Thy NTrtlES Amp t-oGAmONC- Will there be new rack storage? • Yes Provide AU Building Areas in Square Footage Below 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): 4 J /A Floor area of principal dwelling: /A Floor area of accessory dwelling: (WA *Provide documentation that shows that the principal owner lives in one of t dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Will there be a change in use? ❑ Yes H:\Applications\Forms- Applications On Line\2009 Applications \1 -2009 - Permit Application.doc Revised: 1 -2009 bh 0.. No If yes, a separate permit and plan submittal will be required. Compact: Handicap: i No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ® 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 II " 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. Page 2 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application 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. 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 OR AUTHORIZED AGENT: Signature: Print Name: CIA o2-Toni Mailing Address: HI l O \ \a"' sto H:\Appltcat ions \Forms- Apphcanons On Line\2009 Applica ions \I -2009 - Permit Apphcatton.doc Revised: 1 -2009 bh Date: O a, . Day Telephone: a a5). (o 3. 1585 SE1LCV U 1= \N /k c l o r City State Zip Date Application Accepted: (72101 —■Ic*1 Date Application Expires: Staff Initials: Page 6 of 6 Parcel No.: 2523049063 Address: 400 COSTCO DR TUKW Suite No: Applicant: COSTCO RACKS Receipt No.: R09 -00642 Initials: User ID: Payee: doc: Receiot -06 JEM 1165 ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES STATE BUILDING SURCHARGE • 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 COSTCO WHOLESALE #006 TRANSACTION LIST: Type Method Descriptio Amount Payment Check 0067963 5.28 Authorization No. RECEIPT Account Code Current Pmts 000/345.830 .78 640.237.114 4.50 Total: $5.28 • Permit Number: D09 -013 Status: APPROVED Applied Date: 02/04/2009 Issue Date: Payment Amount: $5.28 Payment Date: 04/28/2009 09:54 AM Balance: $0.00 PAYMENT RECEIVED Printed: 04 -28 -2009 Parcel No.: 2523049063 Address: 400 COSTCO DR TUKW Suite No: Applicant: COSTCO Receipt No.: R09 -00192 Initials: JEM User ID: 1165 Payee: MULVANNY G2 ill 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 TRANSACTION LIST: Type Method Descriptio Amount doc: Receiot -06 Payment Check 072222 131.22 ACCOUNT ITEM LIST: Description BUILDING - NONRES PLAN CHECK - NONRES Account Code Current Pmts 000/322.100 000/345.830 RECEIPT Total: $131.22 Permit Number: D09 -013 Status: PENDING Applied Date: 02/04/2009 Issue Date: Payment Amount: $131.22 Payment Date: 02/04/2009 12:56 PM Balance: $5.28 80.00 51.22 Printed: 02 -04 -2009 Projec Type of I n pection: \ Address: —_ ^ . `` 0O (7v.S/ '0 A* IC Date Called: Special Instructions: ,tl e C q #_� Date Wanted / 2 6/05 r p.m. Reques d e". (1949/C-- Phone No: &106 5'/5*/ INSPECTION RECORD Retain a copy with permit INSPEr ION d. PERMIT NO. CI OF TUKWILA BUILDING - DIVISION - 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 ❑s Date: Approved per applicable codes. Corrections required prior to approval. COMMENTS: ,PY44 EINSPECTION FEE R :QUIRED rior to inspection, fee must be t 6300 Southcenter Blv.., Suit- 00. Call to schedule reinspection. Receipt No.: COMMENTS: p I cy 44 Type of Inspection: / /N 4 / ') pip ,�,l ii hstl° / 1 ✓ r$vh lL LL bin Y'F L2 . J� L ,e N t6 °0P ( I"_d Address: , �/� D c ' / � CSS % �D O Date Called: . ..-) 11 , 6 Y c- l(t j AI fscc Special Instructions: IAJc FeLy\s(2 C....42 _,n. p.m. 4::::)- Phone No: 6 - 5 r.A-t.,�1, ^!�.p.I ,�.�.3 / _v ) , a —.-; ce Ce—__ .F--, Prod t: C le f IS' tel d 44 Type of Inspection: / /N 4 / i Address: , �/� D c ' / � CSS % �D O Date Called: Special Instructions: ,3o Date Wanted: o -22— a c C....42 _,n. p.m. Requester: Phone No: 6 - 5 5 /9 / ©,Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPEC ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION le-- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. .00 REINSPECTION h REQUIRED. rior to inspection, fee must be Id at 6300 Southcenter B�vd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Project: . G�DSTe D A .4(h 5' Type of Inspection: c://v4 / 4 r_ I A } Address: 300 e 4', Date Called: i Special Instructions: : Date Wanted: 6- i 7- U S �`m} �p-Ifi Requester: Phone No: 57 "'(- INSPECT I NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ❑ Approved per applicable codes. COMMENTS: e. ef { �. 5 e '-e S eA Inspector: INSPECTION RECORD Retain a copy with permit 0 orrections required prior to approval. Date: / + r7 - U- PERMIT NO. (206)431 -3670 ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: Type of Inspection: rra. kt :A. `r, 1--i--1 P. u r _ _ T" 1" 1, .)L• (A-de S t't /%v(' 11.1a I .S ;)(A t_ r_j or S d i`t J /1--f Ji rr. 7 Date Wanted: 4 `i: S M 's (-0J L `hi UfP /) 4P) / ( r, /i-' r'..4 -, n, e- 1. fn Ati4 C 11 n .S P,.. ,w, f .7 /1 re J; #. i )c !Ai( 3 kZ..K ( A if— ) Ai /tC ,Q 1 / .4 e.1 iie- i . Project: ✓ . e C '0 51 A.r r Type of Inspection: rra. kt :A. `r, Address: 4 cJ 6 .0 - Z-41 40 r Date Called: Special InstrJctions: .. f Date Wanted: - r-" d p ....a_m.. p.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 001 -0/3 PERMIT NO (206)431 -3670 ❑ Corrections required prior to approval. ❑ $60.00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt Nc.: 'Date: COMM ENTS: Type of Inspection: l^ i vJ /1 L D(L- G ; d _WI A r6A f re- 0ck PI `3 1 6.):'W A - A „!Jl�A.. f A ; j Date Called: _C I._ L , - , . 1N 1;,14,1 ,-c7 le-ill cl s tvU l _ ( -uPA ( G '\f: �.cei f j z) I / f A,- f J iSo A-t. —r .ems, r A <(IP J 1A'4 P .C. 7kd_r3 -- F;. 1,.kt -0 _‘/. A-(9 4Th 4641 .r1 GU Project: C n C, 6 Q AC LC Type of Inspection: l^ i vJ /1 L Address: 1 ess: L I DO ( -I O � ,- Date Called: Special Instructions: Date Wanted: W — Z C t - 0 p.m. Requester: Phone No: �y INSPECTION RECORD Tt Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Inspeftor: Corrections required prior to approval. I ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: KLE /NFELOER Bright People. Right Solutions. Date: June 19, 2009 Kleinfelder Project No: 103786 Mr. Patrick Castillo Costco Wholesale Warehouse 999 Lake Drive Issaquah, WA 98027 Subject: Final Letter CSM Costco Tukwila — Racking Bolts Tukwila, Washington Building Department Permit No.: ittikinsWn Dear Mr. Patrick Castillo: This report is to serve as documentation that Kleinfelder's Special Inspectors have performed special inspection services on the following portions of the work as required by the project plans, specifications, and International Building Code (IBC) requirements at the above address: • Anchor Bolts Inspection by Torque (Shelving Racks at Deli Location) Kleinfelder ICC/WABO certified special inspector performed the above listed inspections and testing services on the date of June 16, 2009. These bolts were inspected by torque testing to manufacturer specifications and recommendations. Based upon our inspector's personal observation of the anchor bolts torque testing and written reports of this work, it is our professional opinion that the above inspected work was performed, to the best of our knowledge, in accordance with the approved plans, specification, and the applicable workmanship provisions of the International Building Code. We have employed accepted engineering and testing procedures in the performance of these services. We do not undertake the guarantee of construction, nor do we relieve the contractor of his primary responsibility to produce a completed project conforming to the approved project plans and specifications. 103786.2/SEA9L089.doc Page 1 of 2 Copyright 2009 Kleinfelder 14710 NE 87th S':reet, Suite 100, Redmond, WA 98052 p 1425.636.7900 f 1 425.636.7901 'JUN 25 2009 COnnnv DEVELOP44,c„IT June 19, 2009 We trust that this report serves to meet your needs at this time. If you have any question regarding our inspection services or need additional information, please contact our office at (425) 636 -7900 Respectfully submitted, KLEINFELDER WEST, INC. Jeremy M. Mason, PEE Senior Materials Engineer Seattle Area Materials Group Manager WABO Technical Director Cc: Jeremy Cook -- Store Manager City of Tukwila Building Official 1 03786.2/S EA 9 L089. d o c Copyright 2009 Kleinfelder Page 2 of 2 June 19, 2009 KLEINFELDER 14710 NE 87th Street, Suite 100, Redmond, WA 98052 p 1425.636.7900 f 1 425.636.7901 KLEINFELDER Bright People. Right Solutions. Date: June 19, 2009 Kleinfelder Project No: 103786 Mr. Patrick Castillo Costco Wholesale Warehouse 999 Lake Drive Issaquah, WA 98027 Subject: Final Letter CSM Costco Tukwila — Racking Bolts Tukwila, Washington Building Department Permit No.: Unknown Dear Mr. Patrick Castillo: This report is to serve as documentation that Kleinfelder's Special Inspectors have performed special inspection services on the following portions of the work as required by the project plans, specifications, and Building Code (IBC) requirements at the above address: . Anchor Bolts Inspection by Torque (Shelving Racks at Deli Location) Kleinfelder ICC/WABO certified special inspector performed the above listed inspections and testing services on the date of June 16, 2009. These bolts were inspected by torque testing to manufacturer specifications and recommendations. Based upon our inspector's personal observation of the anchor bolts torque testing and written reports of this work, it is our professional opinion that the above inspected work was performed, to the best of our knowledge, in accordance with the approved plans, specification, and the applicable workmanship provisions of the International Building Code. We have employed accepted engineering anu iesting procedures in the performance of these services. We do not undertake the guarantee of construction, nor do we relieve the contractor of his primary responsibility to produce a completed project conforming to the approved project plans and specifications. Page 1 of 2 June 19, 2009 1 03786.2/S EA 9 L089.doc Copyright 2009 Kleinfelder 14710 NE 87th Street, Suite 100, Redmond, WA 98052 p 425.636.7900 f 1 425.636.7901 Costco #006 Excel Racks Location: 1160 Saxon Drive (400 Costco Drive) Tukwila, WA Prepared For: Costco Wholesale Incorporated Issaquah, WA Prepared By: Peter S. Higgins And Associates Consulting Structural Engineers 30765 Pacific Coast Highway Malibu, CA USA 90265 (310) 589 -1781 Peter S. Higgins, S.E. Job Number 8767 January 28, 2009 This Document and the design it contains is copyright by Peter S. Higgins and is provided as an instrument of service, and shall not be reproduced in any written permission. Notice to Building Departments If this calculation is submitted for building permit approval, it shall c calculations as listed in the table of contents on the next page(s), and by all drawings listed in Section 1. All documents shall bear appropriate in ink of a contrasting color with the same Job Number Reference. signed across this block. I REPRODUCTIONS OF SIGNED COPIES EXPIRES MAR 2 010 cmo�� LA FEB 0 4 2009 PERMIT CENTER Project: Costco #006 January 28, 2009 PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Table of Contents 1 Reference Data 1 1.1 Scope of Work and Codes 1 1.2 Project History 1 1.3 Drawings 1 1.3.1 By Peter S. Higgins and Associates 1 1.3.2 By Others 1 1.4 Loads 1 1.4.1 Vertical (Dead plus Live) 1 1.4.2 Impact Loads of Machine Loaded (Pallet /Selective) Racks 1 1.4.3 Seismic 3 2 3 Level Racks (Main Merchandise Area) 3 2.1 Components and Geometry 4 2.2 Check Beams 4 2.2.1 Design Forces 4 2.2.2 Beam Properties 4 2.3 Check Posts (Dead plus Live Loads) 5 2.3.1 Vertical Load 5 2.3.2 Second Order Effects 5 2.3.3 Post Properties (net section) 6 2.3.4 Post Demand, Capacity and Combined Stress Check 6 2.4 Longitudinal Seismic 6 2.4.1 Base Shear 6 2.4.2 Design Forces 8 2.4.3 Post - Combined Stresses 8 2.4.4 Beam Connections 9 2.4.4.1 Design Forces 9 2.4.4.2 Connection Capacity 9 2.4.5 Displacement Checks 9 2.4.5.1 Code Discussion 9 2.4.5.2 Displacement Demand 9 2.4.5.3 Connection Rotational Demand 9 2.4.5.4 Connection Rotational Capacity 9 2.5 Transverse Seismic 10 2.5.1 Base Shear 10 2.5.2 Design Forces 10 2.5.3 Post Capacity 10 2.5.4 Stability 10 2.5.5 Anchorage 11 2.5.6 Brace 11 2.5.6.1 Design Force 11 2.5.6.2 Brace Capacity 11 3 Merchandise Display 2 Level•Racks 12 3.1 Components and Geometry 12 3.2 Check Beams 12 3.3 Check Posts (Dead plus Live Loads) 12 3.3.1 Vertical Load 12 3.3.2 Second Order Effects 12 3.3.3 Post Properties (net section) 13 3.3.4 Post Demand, Capacity and Combined Stress Check 13 3.4 Longitudinal Seismic 13 VCopyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. Job No. 8767 Sheet iii Project: Costco #006 January 28, 2009 PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS 3.4.1 Base Shear 13 3.4.2 Design Forces 14 3.4.3 Post - Combined Stresses 14 3.4.4 Beam Connections 15 3.4.4.1 Design Forces 15 3.4.4.2 Connection Capacity 15 3.4.5 Displacement Checks 15 3.4.5.1 Code Discussion 15 3.4.5.2 Displacement Demand 15 3.4.5.3 Connection Rotational Demand 15 3.4.5.4 Connection Rotational Capacity 15 3.5 Transverse Seismic 16 3.5.1 Base Shear 16 3.5.2 Design Forces 16 3.5.3 Post Capacity 16 3.5.4 Stability 16 3.5.5 Anchorage 17 3.5.6 Brace 17 3.5.6.1 Design Force 17 3.5.6.2 Brace Capacity 17 4 2 Level Racks (10' Tall) 18 4.1 Components and Geometry 18 4.2 Check Beams 18 4.3 Check Posts (Dead plus Live Loads) 18 4.3.1 Vertical Load 18 4.3.2 Second Order Effects 18 4.3.3 Post Properties (net section) 19 4.3.4 Post Demand, Capacity and Combined Stress Check 19 4.4 Longitudinal Seismic 19 4.4.1 Base Shear 19 4.4.2 Design Forces 20 4.4.3 Post - Combined Stresses 20 4.4.4 Beam Connections 21 4.4.4.1 Design Forces 21 4.4.4.2 Connection Capacity 21 4.4.5 Base Plate 21 4.4.6 Displacement Checks 21 4.5 Transverse Seismic 22 4.5.1 Base Shear 22 4.5.2 Design Forces 22 4.5.3 Post Capacity 22 4.5.4 Stability 22 4.5.5 Anchorage 22 4.5.6 Brace 22 4.5.6.1 Design Force 22 4.5.6.2 Brace Capacity 23 Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. Job No. 8767 Sheet iv 1 Project: Costco #006 January 28, 2009 1 Reference Data PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS 1.1 Scope of Work and Codes This calculation reviews the installation of storage racks for structural adequacy. The sealing of drawings is for the structural review of the storage racks only. Other information is not reviewed, nor approved. Note: the single level rack is exempt from building permit (although it easily satis- fies seismic criteria). IBC, ASCE 7, AISI, ANSI MH16.1, FEMA 460 are used for design. 1.2 Project History This is an addition/remodel of an existing store reviewed by this office per the following history: Original review: March 1994 (Job No. 1427, as Price /Costco, this store has been relocated) Relocated /converted to Costco racks: September 1999 (Job No. 3855) Remodeled: December 2000 (Job No. 4731) Remodeled: August 2005 (Job No. 7272) Freezer /Cooler Addition: March 2008 (Job No. 8427) Deli Area Reconfiguration: January 2009, (Job No. 8767 this work) All racks were installed under permit, and remain qualified under the reviews and permits. Only new material is reviewed here. 1.3 Drawings 1.3.1 By Peter S. Higgins and Associates CW - 1, EX - 1.3.2 By Others Costco Wholesale Project No. 93- 0440 -20 Sheet A1.01 Rev. 12.12.08 (rack arrangement) 1.4 Loads eCopyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. Job No. 8767 Sheet 1 1.4.1 Vertical (Dead plus Live) Load per pallet = 2.5 kips Design beams for 25% impact 1.4.2 Impact Loads of Machine Loaded (Pallet /Selective) Racks Conservatively assume beams are simply supported UNO. Note: rack nomenclature is some- what different than standard structural notation. Here L = Load on the beam (usually expressed in terms of a unit or pallet load), W = Width of the bay (or span of beam). Take 25 % impact of a single pallet as a UDL on th of span. There are two beams supporting each level (one front, one rear). Accordingly, each two pallet wide beam supports one pallet load on the full span, plus 1/8 of a pallet load on half of the span. Project: Costco #006 January 28, 2009 fi W/2 L/8 W/2 19L/32 19W/40 ii // ///1//L/1///, PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Impact Load Vertical Load Reactions 17L/32 Shear Moment 361 M max — 2560 ©Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. Job No. 8767 Sheet 2 Project: Costco #006 January 28, 2009 1.4.3 Seismic ASCE 7 15.5.3 (Ref RMI /ANSI MH16.1) Zone 5 Ss < 1.50,S 0.80 V =CSW; Cs— SDs Within the constraints 0.044S psi E _ Cs— Sot < SOS (R /IE)T R /IE Yielding: S DS 0.044S �V — / RSI E) TW < ( E) R/1 W l Given: SDS = (2 /3)S SDI = ( / SMS = F S F PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS R /I �V IESDS For default soils: F 1.0; S > 1.50 F 1.5; S 0.80 Here, for I 1.5 (essential facility or open to the general public) Results in: 0.200 0.079W V moment — W 0.300W 0.300 0.079W V braced — T W <_ 0.450W T may be determined by any rational method. 2 3 Level Racks (Main Merchandise Area) R = 4 Braced Frame = 6 Moment Frame T = Structure Period (sec) W = Rack +(2 /3)Contents per 1622.3.4.2 °Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. Job No. 8767 Sheet 3 Project: Costco #006 January 28, 2009 2.1 Components and Geometry W • W = 105" a = 60" b = 60" c = 60" Beam Type T5124 2.2 Check Beams 2.50" PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS 2.2.1 Design Forces t 1.63" 0.066" T5124 S 1.10 in I 2.94 in D H = 180" D = 34" 1y 54 id= 56" Upright Type F35 � 361 WL < M 2560 Sm i" cl)Fye = 51.8 inch kips = 0.96 in 2.2.2 Beam Properties 7/8 O.K. ®Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. Job No. 8767 Sheet 4 Project: Costco #006 January 28, 2009 2.3 Check Posts (Dead plus Live Loads) 2.3.1 Vertical Load 2.3.2 Second Order Effects Define: 6E1 K beam = L beam PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Deflection _ H H —r)P 12E1, 2K, Second Order Notional Moment PO 1P H H 2 2 12EI 2K M,, r H 1 1 I + — / I s— M primary 12E1 2K To acceptable accuracy: _ ( z° _ n PH C 20 ) Mnoliorsal — M primary 1+ L s') 1+ S != 1 2 i=i K theta _ 1 (K b am ) + \ K tears / With: - 1 K cam from tests or published literature p<(14 of levels)(L) 2 = 7.5 kips = 10.5 kips factored Total Elastic K Primary Notional Moment (base fixity assumption verified below) M primary = T l P Rigid Column = Column + Body Deflection Deformation Rotation Ktheta comprised of the beam end stiffness in series with the connector stiffness yielding: °Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. Job No. 8767 Sheet 5 Project: Costco #006 January 28, 2009 2.3.3 Post Properties (net section) Capacity T = 2n Lx Ly SRx SRy Fn phiPn phiMny phiMny Stability Kconn Ibeam Lbeam Kbeam Ktheta s Demand n P H Mnot 3 „ PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS I t 2.3.4 Post Demand, Capacity and Combined Stress Check 60 in 42 in 47 39 44.7 ksi 33.4 kips 46.7 inch kips 31.5 inch kips 4000 1.97 96 3571 1887 0.24 0.005 10.5 60 2.1 Comb Stress 0.36 2.4 Longitudinal Seismic N = number of levels W W F35 t = 0.115 in X A 0.88 in S = 0.98 in r = 1.28 in S = 0.66 111 r = 1.08 in in- kip /rad in in -kip /rad in -kip /rad kips in in -kips 2.4.1 Base Shear Determine Period - FEMA 460 Appendix A 2 EW PL �a t Pi c a ca ( + 1V b kkc +kb k ba b k kbko + kca For a rack with a constant load per level and spacing between beams: ®Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. Job No. 8767 Sheet 6 Project: Costco #006 January 28, 2009 h = spacing between beams If the height of the pallet is conservatively ignored, then: h =ih and recalling that: Zi2= 6(N)(N+ 1 )( 2 N+ 1 ) T Simplifies the basic equation to the following expression: T =21t PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS NWh 2 ( N(N +1)(2N +1) 6 kckbe g kbkco N� kc +kbe + b kb + kca Conservatively ignoring the more lightly loaded end uprights, for a long row of rack: N 2N Nb = 1 k= k /2 =k� (i.e. the interior posts dominate the response in a long row) Which allows a further simplification to: Wh 1)(2N+ 1) 12 g k c( N (kc+kbe) + \kbkkce) // °Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. Job No. 8767 Sheet 7 Variable Value Units Description Wpi 5.00 kips Weight per level per bay h 60 in Spacing between levels hpi in Height of level i above floor N 3 number of levels g 386 in/sec acceleration due to gravity Nc 6 number of connections kc 4000 in -k/rad rotational stiffness of connector kbe 3571 in -k/rad rotational stiffness of beam end Nb 1 number of base plates kb 8000 in -k/rad rotational stiffness of base plate kce 4181 in -k/rad rotational stiffness of column E 29000 ksi Youngs modulus Ib 1.97 in Moment of intertia of beam Ic 1.44 in Moment of intertia of column Lb 96 in Length of beam (bay width) Yielding T= 1.7 sec Project: Costco #006 January 28, 2009 Thus: V < 0.115W 2.4.2 Design Forces P < 7.5k;V <0.38k Vh /2 < M < Vh -(e)P + M (adjusted for unfactored axial load) (fixity due to width of base plate) For: h = 60 in (beam spacing at critical section) e = 2 in (distance between CL of post and concrete contact stress area) M = 19.4 + 1.5 = 20.9 inch kips 2.4.3 Post - Combined Stresses PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS P M P M = 0.67 < 1.00 O.K. ©Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. Job No. 8767 Sheet 8 Project: Costco #006 January 28, 2009 PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS 2.4.4 Beam Connections 2.4.4.1 Design Forces M conn < 19.4(1+2/3) = 16.1"k (notional column demands not carried to connectors) 2.4.4.2 Connection Capacity - 7/16' dam. HS rivet typ 2.4.5 Displacement Checks 2.4.5.1 Code Discussion This is a forthcoming code requirement. It is not yet mandatory. 2.4.5.2 Displacement Demand From FEMA 460 gSMIT (386)(1.2)(3.9) D= - - 30.5 in 4n 4n 2.4.5.3 Connection Rotational Demand From FEMA 460. For 48" loads e coaa = 11,0,-180+48 mt 180+ 48 - 0.13 rad 4-Pin Connection Connections tested in accordance with ANSI MH16.1. Ultimate capacity = 28.0 inch kips. 4 M = 18.2 inch kips. O.K. Job No. 8767 Sheet 9 2.4.5.4 Connection Rotational Ca ap cit From testing per ANSI MH16.1 (new protocols), conservatively ignoring the beam flexibil- ity: Omax = 0.194 rad O.K. °Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. Project: Costco #006 January 28, 2009 2.5 Transverse Seismic 2.5.1 Base Shear Use Code Default Values V= 0.45W =4.5k 2.5.2 Design Forces D V f + P EQ h' 2.5.3 Post Capacity P + P 27.5 kips < 4Pn OK 2.5.4 Stability TBolt = (Net OTM /D) = 12.5k PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Vh' PQQ= D Job No. 8767 Sheet 10 h' = 160 inches OTM < 720 inch kips RM >2270 inch kips Net OTM = 450 inch kips Peg = OTM /D = 20.0 kips Note: Bracing shown is schematic - see this section, subsec- tion .2 for actual geometry. cCopyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. Project: Costco #006 January 28, 2009 2.5.5 Anchorage Concrete Anchor Breakout Strength Per ACI 318 Appendix D Units: pounds, inches UNO Distant from slab edges Variables Concrete Anchors f c 3000 Np,uncr 5515 Computed Np,cr 4915 Ano 225.0 Category 1 An 300.0 Kuncr 24 Nb 10410.3 Kcr 17 Y1 1.0 Phi 0.65 Y2 1.0 hef 5.00 Y3 1.4 Si 5.00 phiNcbg 12631 S2 0.00 Use min. 1/2" diam. approved anchors. Minimum embedment 5.0" into slab. O.K. 2.5.6 Brace 2.5.6.1 Design Force P < 6.9k 2.5.6.2 Brace Capacity 14 ga PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Anet = 0.26 in 0.25" r 0.59 in (K 1.0 governs) r = 0.35 in (K = 0.65) L k I Fcr 4Pn (in) T (ksi) (k) Q = 1.00 49 101 28.3 6.16 O.K. *Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. Job No. 8767 Sheet 11 Project: Costco #006 January 28, 2009 3 Merchandise Display 2 Level Racks 3.1 Components and Geometry W W = 105" a -b = max 96" Beam Type T5125 3.2 Check Beams OK per section 2.2 PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS IN- 3.3 Check Posts (Dead plus Live Loads) 3.3.1 Vertical Load 3.3.2 Second Order Effects See section 2.3.2 for derivation. D / N 1 H = 120" D = 34" 1y 54 ld= 56" Upright Type F35 I P < (# of levels)(L) 2 = 5.0 kips = 7.0 kips factored Id ®Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. Joh No. 8767 Sheet 12 Project: Costco #006 January 28, 2009 3.3.3 Post Properties (net section) 3" X - - - -- 3.3.4 Post Capacity Lx Ly SRx SRy Fn phiPn phiMnx phiMny Stability Kconn Ibeam Lbeam Kbeam Ktheta s Demand n P H Mnot Comb Stress 3" 96 42 75 39 34.3 25.6 46.7 31.5 PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Demand, Capacity and Combined Stress Check 4000 1.97 96 3571 1887 0.31 0.005 7.0 96 2.4 0.32 in in 3.4 Longitudinal Seismic ksi kips inch kips inch kips F35 t = 0.115 in X A 0.88 in S 0.98 in r = 1.28 in S = 0.66 41 r = 1.08 in in- kip /rad in "4 in in -kip /rad in -kip /rad kips in in -kips 3.4.1 Base Shear See section 2.4.1 for derivation of period. °Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. Job No. 8767 Sheet 13 Variable Value Units Description Wpi 5.00 kips Weight per level per bay h 96 in Spacing between levels hpi in Height of level i above floor N 2 number of levels g 386 in/sec "2 acceleration due to gravity Nc 4 number of connections kc 4000 in -k/rad rotational stiffness of connector kbe 3571 in- lc/rad rotational stiffness of beam end Nb 1 number of base plates kb 8000 in -k/rad rotational stiffness of base plate kce .2613 in -k/rad rotational stiffness of column E 29000 ksi Youngs modulus lb 1.97 in "4 Moment of intertia of beam Ic 1.44 in "4 Moment of intertia of column Lb 96 in Length of beam (bay width) Yielding T= 1.7 sec Project: Costco #006 January 28, 2009 Thus: V < 0.120W 3.4.2 Design Forces P < 5.0k; V < 0•40k M = 27.5 + 1.7 = 29.3 inch kips 3.4.3 Post - Combined Stresses PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Job No. 8767 Sheet 14 Vh/2 < M < Vh -(e)P + M , (adjusted for unfactored axial load) (fixity due to width of base plate) For: h = 96 in (beam spacing at critical section) e = 2.2 in (distance between CL of post and concrete contact stress area) P M P M = 0.82 < 1.00 O.K. ®Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. Project: Costco #006 January 28, 2009 3.4.4 Beam Connections 3.4.4.1 Design Forces M 27.5(1 +(1/2)60/96)/2 = 18.0 "k (notional column demands not carried to connec- tors) 3.4.4.2 Connection Capacity • a 7/16" dam, • HS rivet typ 3.4.5 Displacement Checks 3.4.5.1 Code Discussion This is a forthcoming code requirement. It is not yet mandatory. 3.4.5.2 Displacement Demand From FEMA 460 D _ gST _ (386)(1.2)(3.6) 28.2 in 4n 4n 3.4.5.3 Connection Rotational Demand From FEMA 460. For 48" loads O.K. D 28.2 PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS e C01111 = H, 180 + 48 - 0.12 rad emax = 0.194 rad 4-Pin Connection Connections tested in accordance with ANSI MH16.1. Ultimate capacity = 28.0 inch kips. (M = 18.2 inch kips. O.K. Job No. 8767 Sheet 15 3.4.5.4 Connection Rotational Capacity From testing per ANSI MH16.1 (new protocols), conservatively ignoring the beam flexibil- ity: ©Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. Project: Costco #006 January 28, 2009 3.5 Transverse Seismic 3.5.1 Base Shear Use Code Default Values V = 0.45W = 3.0k 3.5.2 Design Forces 1 D V PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Viz' Peq= D h' = 184 inches OTM < 552 inch kips RM > inch kips h' Net OTM = 372 inch kips P OTM /D = 15.3 kips 1 Job No. 8767 Sheet 16 Note: Bracing shown is schematic - see this section, subsec- ± P tion .2 for actual geometry. EQ 3.5.3 Post Capacity P + P 20.3 kips < OP„ ox 3.5.4 Stability Tgoit = (Net OTM /D) = 10.3k *Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. Project: Costco #006 January 28, 2009 3.5.6 Brace 3.5.6.1 Design Force P < 4.6k 3.5.6.2 Brace Capacity 1 f 14 ga PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS 3.5.5 Anchorage Concrete Anchor Breakout Strength Per ACI 318 Appendix D Units: pounds, inches UNO Distant from slab edges Variables Concrete Anchors f c 3000 Np,uncr 5515 Computed Np,cr 4915 Ano 225.0 Category 1 An 300.0 Kuncr 24 Nb 10410.3 Kcr 17 Y1 1.0 Phi 0.65 Y2 1.0 hef 5.00 Y3 1.4 S1 5.00 phiNcbg 12631 S2 0.00 Use min. 1/2" diam. approved anchors. Minimum embedment 5.0" into slab. O.K. Anet= 0.26 in 0.25" r 0.59 in (K 1.0 governs) r = 0.35 in (Ky = 0.65) Q =1.00 L k I Fcr 4Pn (in) r (ksi) (k) 49 101 28.3 6.16 O.K. ©Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. Job No. 8767 Sheet 17 Project: Costco #006 January 28, 2009 4 2 Level Racks (10' Tall) 4.1 Components and Geometry W W = 105" a -b = max 60" Beam Type T5125 4.2 Check Beams OK per 2.2 • 4.3 Check Posts (Dead plus Live Loads) 4.3.1 Vertical Load 4.3.2 Second Order Effects See section 2.3.2 for derivation. PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS D H = 120" D = 34" 1 50" l 56" Upright Type F18 P < 04 of levels)(L) 2 = 4.0 kips = 5.6 kips factored ©Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. Job No. 8767 Sheet 18 Project: Costco #006 January 28, 2009 4.3.3 Post Properties (net section) 18 X 3 - - fit PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS If Comb Stress 0.40 4.4 Longitudinal Seismic X Demand n 0.005 P 5.6 kips H 60 in Mnot 1.0 in -kips F18 t = 0.095 in A 0.48 in S = 0.47 41 r = 1.20 in S = 0.27 in r = 0.66 in 4.3.4 Post Demand, Capacity and Combined Stress Check Lx 60 in Ly 42 in SRx 50 SRy 64 Fn 38.7 ksi phiPn 15.8 kips phiMnx 22.4 inch kips phiMny 12.9 inch kips Stability Kconn 3000 in- kip /rad Ibeam 1.97 in "4 Lbeam 99 in Kbeam 3462 in -kip /rad Ktheta 1607 in- kip /rad s 0.19 4.4.1 Base Shear See section 2.4.1 for derivation of period. °Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. Job No. 8767 Sheet 19 Variable Value Units Description Wpi 4.00 kips Weight per level per bay h 60 in Spacing between levels hpi in Height of level i above floor N 2 number of levels g 386 in/sec "2 acceleration due to gravity Nc 4 number of connections kc 3000 in -k/rad rotational stiffness of connector kbe 3571 in -k/rad rotational stiffness of beam end Nb 1 number of base plates kb 6000 in -k/rad rotational stiffness of base plate kce 2004 in -k/rad rotational stiffness of column E 29000 ksi Youngs modulus lb 1.97 in "4 Moment of inertia of beam Ic 0.69 in "4 Moment of intertia of column Lb 96 in Length of beam (bay width) Yielding T= 1.0 sec Project: Costco #006 January 28, 2009 PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Thus: V < 0.190W 4.4.2 Design Forces P < 5.0k; V < 0.29k Va/2 < M < Va- (2.3)P + M (fixity due to width of base plate) < (0.29)(60) - (2.3)(5.0) + M /1.4 5 (0.29)(60)/2 + M = 8.7 + 0.9 = 9.6 inch kips P < 4.0k; V < 0.53k M < Vh/2 + M (adjusted for unfactored axial load) For: h = 60 in (beam spacing at critical section) M = 15.9 + 0.7 = 16.6 inch kips 4.4.3 Post - Combined Stresses P M P M = 1.00 < 1.00 O.K. ©Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. Job No. 8767 Sheet 20 Project: Costco #006 January 28, 2009 4.4.4 Beam Connections 4.4.4.1 Design Forces Mconn < 15.9(1+1/2)/2 = 11.9 "k (notional column demands not carried to connectors) 4.4.4.2 Connection Capacity 4.4.5 Base Plate 7/16" dram, HS rivet typ PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS P +T 0.85f'c Standard Connection Connections tested in accordance with ANSI MH 16.1. Ultimate capacity = 23.0 inch kips. ( I)Mn = 15.0 inch kips. 3/8' PL Use min. 1/2" diam. approved anchors. Minimum embedment 3.0" into slab. O.K. 2 Anchor Footplate From equilibrium: (D)(e)(0.85f',) = +T - a I(T) +I 2 -2 )(P+ T)= A4, For: W = 8 in D = 5 in a = 1 in Simultaneous solution yields: e = 0.49 in. T = 0.13 kips O.K. 4.4.6 Displacement Checks These cannot govern over the 180" high racks by inspection (shorter period). ®Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. Job No. 8767 Sheet 21 Project: Costco #006 January 28, 2009 4.5 Transverse Seismic 4.5.1 Base Shear Use Code Default Values V = 0.45W = 2.4k 4.5.2 Design Forces t D 4.5.3 Post Capacity P + P 12.0 kips < 4)Pn OK 4.5,4 Stability Tsolt = (Net OTM /D) /2 = 2.0k 4.5.5 Anchorage Use min 1/2" diam. approved anchors. Minimum embedment 3.5" into slab. O.K. 4.5,6 Brace V h' • EQ 4.5.6.1 Design Force P < 3.7k PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Vh' Pea D h' = 120 inches OTM < 288 inch kips RM > inch kips Net OTM = 144 inch kips P = OTM /D = 8.0 kips Job No. 8767 Sheet 22 Note: Bracing shown is schematic - see this section, subsec- ± P tion .2 for actual geometry. ®Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. Project: Costco #006 January 28, 2009 4.5.6.2 Brace Capacity PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS 1" Anet= 0.26 in 1 0.25" in 1 14 ga L k 1 Fcr (in) r (ksi) 54 91 29.0 r 0.59 in (K 1.0 governs) r 0.35 in (K 0.65) Q = 1.00 (i (k) 7.54 O.K. ©Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. Job No. 8767 Sheet 23 Project: Costco #006 January 28, 2009 PETER S. HIGGINS AND ASSOCIATES • CONSULTING STRUCTURAL ENGINEERS THIS PAGE INTENTIONALLY LEFT BLANK ©Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. Job No. 8767 Sheet 24 TRAVIS MORTON 1110 112 AV NE, STE 500 BELLEVUE WA 98004 RE: Permit No. D09 -013 400 COSTCO DR TUKW Dear Permit Holder: Sincerely, -or- City of Tukwila Department of Community Development Jim Haggerton, Mayor In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and /or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 12/19/2009. Based on the above, you are hereby advised to: Jack Pace, Director 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period. 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and /or receive an extension prior to 12/19/2009, 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. Bill Rambo Permit Technician File: Permit File No. D09 -013 'DkaC' --- 0,,,I 6300 Southcenter Boulevard, Suite #100 o Tukwila, Washington 98188 ® Phone: 206 - 431 -3670 e Fax: 206 - 431 -3665 ACTIVITY NUMBER: D09 -013 DATE: 02 -04 -09 PROJECT NAME: COSTCO WHOLESALE SITE ADDRESS: 400 COSTCO DR X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: o� -``vl /1-. Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete a Comments: PLAN REVIEW/ROUTING SLIP Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES /THURS ROUTING: Please Route Er Structural Review Required No further Review Required ❑ REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 • PERMIT COORD COPY r WAL si AVA- -5 Fire Prevention DKI Structural ❑ Incomplete Ti DUE DATE: 02 -05 -09 DATE: DATE: Planning Division Permit Coordinator Not Applicable Not Approved (attach comments) ❑ DUE DATE: 03-05-09 Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Name Role Effective Date Expiration Date COLIN, GENE J CHIEF EXECUTIVE OFFICER 09/06/1982 Status VACURA, TODD PRESIDENT 01/01/2004 GENERAL JANSSEN, CHRIS SECRETARY 06/03/1985 ARCHIVED BALBO, TOM VICE PRESIDENT 08/25/2003 BENNETT, GARY VICE PRESIDENT 06/03/1985 EASTON, MARGO VICE PRESIDENT 06/01/2000 05/05/2004 HALL, JAY L TREASURER 06/01/2000 05/09/2002 LUNSFORD, LARRY JR VICE PRESIDENT 06/01 /2000 05/09/2002 RAFTERY, CHRIS VICE PRESIDENT 06/01/2000 05/09/2002 SURINA, DON VICE PRESIDENT 06/01/2000 05/09/2002 PRESCOTT, LARRY 01/01/1980 01/01/1980 License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status FERGUHS370N0 FERGUSON, HUGH S CO CONSTRUCTION CONTRACTOR GENERAL UNUSED 8/20/1963 6/1/2000 ARCHIVED Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 9 TRAVELERS CAS a STY CO OF AMER 968384 06/01/2006 Until Cancelled $12,000.00 06/21/2006 Untitled Page I General /Specialty Contractor A business registered as a construction contractor with L8I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name Phone Address Suite /Apt. City State Zip County Business Type Parent Company FERGUSON CONSTRUCTION INC 2067673810 PO BOX 80867 SEATTLE WA 981080867 KING Corporation UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Specialty 1 Specialty 2 578023619 ACTIVE FERGUCI000LA CONSTRUCTION CONTRACTOR 6/1/2000 6/1/2010 GENERAL UNUSED Other Associated Licenses Business Owner Information Bond Information Page 1 of 3 https: // fortress .wa.gov /lni/bbip/Detail.aspx 04/28/2009 GENERAL NOTES 1. This drawing shows typical unit material and geometry. See Price /Costco fixture plan for location within store. See Higgins Drawings EX -1 for details of the rack components. 2. ARRANGEMENT Not all configurations may be installed. A unit may have any number of beam levels if the loads per bay and the maximum spacings shown are not exceeded. 3. MATERIAL Components shown are minimum sizes. Larger /heavier components may be substituted. 4. ANCHORAGE Use anchors per EX -1 UNO Ss > 1.2: Use min. embedment of 4.5" for 3 Level Racks Z0 2 CL 105" Upright: Min. F35 Seismic Footplate (8'55''x3/8 ") Beams: T5124 -105 Maximum Loads: 5,000 lbs per Level 10,000 lbs per Bay 34 -42" I L I J FRONT SIDE MERCHANDISE DISPLAY RACKS EXPIRES MAn 2 0 t0 2 105" FRONT 2 LEVEL RACKS Upright: Min. F18 Seismic Footplate (8''x5'53/8 ") Beams: T5124 -105 Maximum Loads: 5,000 lbs per Level 10,000 lbs per Bay AND ASSN- IATES S RUCTURAL:NGINEERS 0755 . FIC C.. ST HIGHWAY IBU, •A 90265 10-5 ARE OPYRIGHT. EN PERMIS ION ONLY. S ONLY ARE ALID FOR APPLICATION. WANG D ACROSS THIS BLOCK DATE 7 -15 -2008 DRAWN CHECKED APPROVED P. H. 34 -42" J 1 tl SIDE 0 CV 0 U) 105" I J j 1 FRONT 3 LEVEL RACKS Upright: Min. F35 Seismic Footplate (8'55'53/8 ") Beams: T5124 -105 Maximum Loads: 5,000 lbs per Level 15,000 lbs per Bay • 0 U 0 8.00" t =318" ANCHORAGE SUPERCEDES EX -1 FOR 180" RACKS PO°Li?tS COSTCO #006 1160 SAXON DRIVE 34 -42" SIDE Anchor Locations • Preferred o Alternate 0 0 Alternate holes shall only be used when anchor cannot be set in preferred hole. There shall be at least one anchor on the left and right side of the post as viewed from the front. o co E EIVED CITY E A FEB 0 4 NO PERMIT CENTER Issue Date: January 28, 2009 Job # 8767 Drawing # TU KWI LA, WA STORAGE RACKS CW -1 TYPICAL CONFIGURATIONS Type A B d t Sx Ix T2250 2.25 2.00 0.88 0.075 0.29 0.36 T2936 2.94 2.00 0.88 0.062 0.44 0.61 T2937 2.94 2.00 0.88 0.085 0.50 0.79 T3600 3.50 2.50 1.63 0.062 0.59 1.10 T3874 3.88 2.50 1.63 0.062 0.65 1.34 T3874 3.88 2.50 1.63 0.062 0.65 1.34 T3900 3.88 2.50 1.63 0.085 0.85 1.76 T4124 4.13 2.50 1.63 0.062 0.72 1.57 T4125 4.13 2.50 1.63 0.085 0.95 2.07 T4624 4.63 2.50 1.63 0.062 0.87 2.12 T4625 4.63 2.50 1.63 0.085 1.15 2.81 T5124 5.13 2.50 1.63 0.066 1.10 2.94 T5125 5.13 2.50 1.63 0.085 1.42 3.80 T5625 5.63 2.50 1.63 0.095 1.77 5.19 T5900 6.00 2.50 1.63 0.075 1.61 5.00 T6000 6.00 2.50 1.63 0.105 2.15 6.71 ` T6500 6.50 2.50 1.63 0.105 2.47 8.31 / Type W D t As Sx rx 1 ry F14 3.00 1.63 0.067 0.34 0.33 1.21 0.68 F18 3.00 1.63 0.095 0.48 0.47 1.20 0.66 F20 3.00 2.50 0.078 0.58 0.59 1.20 0.94 F25 3.00 3.00 0.075 0.58 0.66 1.31 1.12 F30 3.00 3.00 0.095 0.73 0.81 1.30 1.10 F35 3.00 3.00 0.115 0.88 0.98 1.28 1.08 DI40 4.00 2.50 0.095 0.76 1.05 1.59 0.99 \ DI46 4.00 2.50 0.115 0.92 1.27 1.56 0.97 / i 1 Type C e Fxx 1.50 1.00 Dlxx 2.00 1.50 , a) Dlxx type GENERAL NOTES BRACE DIMENSIONS t =14 ga 3. MATERIAL Steel - ASTM A1008 Grade 55 UNO m 0.25" Fxx type C 1. This drawing shows standard details of the rack product line only. See engineer approved installation drawings (same Job number) for components used, special details, arrangement, and site specific information. 2. The installation drawings govem over this drawing. Welding Electrodes - AWS E70-XX (all welds single pass fillet welds designed at 50% stress levels) Excel is a City of Los Angeles Approved Fabricator ( #1649) 4. Concrete Anchors shall be ICC approved types. e.g. Simpson Strong Tie Strong Bolt ( #1771) ITW Ramset/Red Head ( #2251) Powers /Rawl Power Bolt ( #2502), Wedge Bolt ( #2526) Power Stud ( #2818) Hilti Kwik Bolt 17 (# 2502) Embedment shall be minimum 6X Bolt Diameter. Special inspections are not required unless demanded by the building authority. Contractor shall determine any inspection requirements prior to anchor installation. • • DIMENSIONS AND PROPERTIES UNITS: INCHES UNO B RIVET PATTERN 3 Rivet Clip Standard 4 Rivet Clip Optional BEAMS 2 each vertical face 1/8 RIVET -typ 3/16" CONNECTOR PLATE ON BEAM r D 1 t COLUMNS DIMENSIONS AND PROPERTIES NET SECTION - UNITS: INCHES UNO 0 POST BEAM- COLUMN CONN. 7/16" (Nom.) ASTM A502 -3 Rivets PET ' S. ' IGGINS AND ASS' ��PYI T IATES ST C RA ENGINEERS 307 T HIGHW CA 0265 89 -1 :1 D SIGN ARE •• YRIGHT. B TEN PERMISSION ONLY. NE •• • IES ONLY ARE VALID FOR G PER IT APPLICATION. DRAWING MUST : E Slr ED ACROSS THIS BLOCK DATE DRAWN CHECKED APPROVED BEAMO 1 -9 -09 P. H. typ 1/8 L Min. 3/8" Anchor (1 per post) STANDARD T =11 ga COSTCO #006 1160 SAXON DRIVE TU KWI LA, WA EXCEL/USP RACKS STANDARD DETAILS FRONT TYPICAL ELEVATIONS SEE INSTALLATION DRAWINGS FOR SITE SPECIFIC INFORMATION 0 U) BASE PLATES COMMON SIZES ONLY SEE INSTALLATION DRAWINGS FOR CUSTOM SIZES AND ANCHORAGE RECEIVED CITY R OF TU LA FEB 0.4 2009 PERMIT CENTER Min. 1/2" Anchor (2 per post) 7.00" SEISMIC (t= 318 ") Job # Drawing # SIDE 0 Added Welds Issue Date: January 28, 2009 8767 EX -1 I RACK COUNT: GROCERY RACKS CENTER SECTION HARDLINE RACKS BUILDING DATA: BUILDING AREA ABANDONED OPTICAL 1ST FLOOR ABANDONED OPTICAL 2ND FLOOR TIRE INSTALLATION EXIST. TOTAL BUILDING PROJECT DATA NOTES: EXISTING CONDITIONS TO BE FIELD VERIFIED. 188 13,963 S.F. 204 _ _ -� EXIST. Wmsm EXAM BULK H STORAGE • 15• — — — ROOMS X34 "DEEP I I UPRIGHTS HAVE 5' xrX 3/8' F OOT - PLATES II H I I • EXISTING H BULK STORAGE • 15' I I uPRxarts H NAVErxrx sir FocT•PLATES n •EXISTING I I BULK STOBAGE•15' 1--I X34•DEEP . . I UPRI GHTS I IIYE5'XVX Yr n FOOTPLATES I I I H II '— I I BULK I I STORAGE • 15' X34'DEEP IGHTS �H A UPR X6• B' X I I YE5' 3/ I.J FOOT- PLATES I I •�y�„NG L I BULK STMAGE•15' I I X 34' DEEP UPRIGHTS HAVE 5'/(6•X -- L — — EXIST. • EXISTNG 1 H KIOSK X 34" DEEP OPTICAL L PRI = _ =_ E_+ — .,_ TE36STING•5' H 34 DEEP UPRI HTS •EWING•S' HX34' DEEP UPRIG • FXISIING • 5' HIGII DEEP UPRIGH - -- -- EXIST. RECEPTION • EXISTING • 15' X 34' DEEP UPRIGHTS HAVE 5" X 8' X 3/8' FOOT•PIATES - •a. - �_" �� - -- EXISTING • 15'X34' DEEP UPRIGHTS HAVE 5'X rX 3/r FOOT•KATES EXISTING • 15'x 34' DEEP UPRIGHTS HAVE r x r X 3/3' FOOT- PLATES E10S1I4 • 15' X 34' DGEP UPRIGHTS HAVE VT r X 3/3' FOOT-PLATES • EX KTING •15'X34 DEEP UPRIGITTS HAVE SXVX 3/8' FOOTPLATES DOMING •15' X 34' DEEP UPRIGHTS HAVE rxrX 3/r FOOT-PLATES •EXISTING • 15'X 34' DEEP UPRIGHTS LIVE 5'X IT' 3 /rFOOT- PLAT13 ' EXISTING • 15'X34' DEEP UPRIGHTS HAVE S X r X 31r FOOTPLATES NG DEEP UPRIGHTS HAVE SXrX 3/6' FOOT- PLATES 'EXISTING• 15' X 34'1RFP UPRIGHTS HAVE S'XrX 3/r FOOT -PLATES EEEr • EXISTING • 1S' X 34' DEEP UPRIGHTS HAVE 5" X r X 3/8' FOOT - PLATES EXIST. BALER /COMPACTOR ROOM 1111110111IMMI 01I EXIST. PRINTING lI I I II I I II I I I I III I III IIII I I I I II I I II I I II I I ; II III I•ExnnNG•I II I'EZHG'I II I' t a ir l ai l I I 34- „„ I I I 1 3PH °LADIES 111 134 I I II I UPRIGHTS I III I II I I I I H III I II I III I I I I IIII IIII IIII I II I IIt III I 11 1 I I I I I I I I 1 I III' III I II I I II I C =DC=DC • EXISTING BULK STORAGE • I5' x 34 DEEP UP HAVE 5' X 6' x 3/8' FOOTPLATES • EXISTING BULK STORAGE • 15'X3"' DEEP UPRIGHTS HAVE r x r x 3/6' FOOT PLATES EXIST. SUPPLY AREA • EXISTING • 5' HIGH X 34 DEEP UPRIGHTS • DGSTNG• 5' HIGH X 34' DEEP UPRIGHTS •EXISTNG• HIGH X34 DEEP UPRIGHTS — •EXG1ING• S HIGH 34' DEEP UPRIGHTS SCALE: 1" = 20' -0" EASING. 15' X 34' DEEP UPRIGHTS HAVE 5' X 6'X 3/8 • DUSTING • 1VX 34' DEEP UPRIGHTS HAVE 5' XV 3/6' FOOTPLATES • EXISTING • 15' X If DEEP UPRIGHTS HAVE S X C X 3/8' FOOT-PLATES EXIS POTATO CHIP AREA FLOOR PLAN • E XISTING•15'X34' DEEP UPRIGHTS HAVE S X6'X 3/r FOOT -PLATES • EXSTING 15* X 34 DEEP UPRIGHTS HAVE 5' X 6' X 3/6 FOOT- PLATES G'15'X34' DEEP I RIGHTS HAVE 3/r FOOT -PLATES • EXISTING• 15'X 34' DEEP UPRIGHTS HAVE 5'X8'X 316• FOOT -PLATE EXIST. HEARING EXIST. FOOD SERVICE • EXISTING • 15'X34' DEEP 3/r FOOT EXIST. EXIST. USDA OFFICE OFFICE • EISTING• 1 X 34' DEEP UPRIGHTS HAVErx rx 3B' FDOr•PI ArFF£XIST. PRODUCE COOLER •E1STRIG• 15' X 34' EEP UPRIGHTS RIVE 5' X 8' FOOT PLATES EXIST. BAKERY • EXSTNG• 1S' X 34' DEEP URGERS HAVE 5' X 8'X 3/8' FOOT -pLATES EXIST. COOLER IIIIIII d I I j , EXIST. I MEN'S RESTROB EXIST. OFFICE EXISTNG• 1sx 34• DEEP UP ••GRITS HAVE 5' X 6'fIXIST. 3/1' • ' SUBZERO SALES FREEZER EXIST. ELEC EXIST. EXIST. EXIST. OFFICE OFFICE OFFICE RECONFIGURED DELI AREA ROTISSERIE 50' -O EXIST. MEAT COOLER EXIST. MEAT PREP 50'-0' 1 C- = I • EXKTHG• 15' X 34' DEEP n II I UUPRIGHTS HAVES'X5'X3/rI I L_I root-Funs H T I DAIRY I II COOLER U I ' n PR x PE II I 1 FDOT- FLATES u u C =Z_ DISH PREP TISSERIE PREP 112 _11111111 -I EXIB WOM REST T. N'S DOM EXIST. TIRE SALES EXIST. RECEIVING EXIST. OFFICE PALLET RACKING NOTES STORAGE RACKING IS DESIGNED AND FABRICATED IN ACCORDANCE WITH THE RMI SPECIFICATIONS AND SATISFIES AWS REQUIREMENTS 15' HIGH X 34" DEEP UPRIGHTS HAVE 5" X 8 "X 318" FOOT- PLATES 5' HIGH X 34" DEEP UPRIGHTS HAVE 3" X 4 FOOT PLATES 3/8" THICK ALL 105" LOADBEAMS FEATURES 5" FACING USING 14 GA STEEL W /3-PIN CONNECTOR CONCRETE ANCHOR BOLTS'/ :" X 4 /i' ICBO APPROVED FOR ZONE SEISMIC LOADS EXIST. SCRUBBER STORAGE EXIST. JANITOR EXIST. RESTROOM EXIST. HUSSMAN BUILDING in inn REVIEWED & PETER S & ASSOCIATES APPROVED CONSULTING STRUCTURAL ENGINEERS 8 76 7 JAN 2' 'pg JOB NUMBER DATa 1 "= 2O'-O" WHOLESALE TUKWILA, WA #006 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 www.costco.com 1110 112TH AVE. NE I SUITE 500 BELLEVUE, WA 1 98004 t 425.463.2000 I I 425.463.2002 MulvannyG2.com 2006 1707.6 Storage Racks. PERIODIC SPECIAL INSPECTION IS REQUIRED DURING THE ANCHORAGE OF... STORAGE RACKS 8 FEET OR GREATER IN HEIGHT IN STRUCTURES ASSIGNED TO SEISMIC DESIGN D. 0 5' 10' 20' 40' e MulnumyO2 Arehlteesre: AA rights reserved. No part oftNe downert maybe reproduced In any form or by any ore v4latt permission in writing Horn MNNannyG2Arct*,ctre• DESCRIPTION PUBLIC HEALTH DEPT. ISSUE PERMIT ISSUE BID ISSUE CONSTRUCTION ISSUE 93- 0440 -20 PM: TRAVIS MORTON DRAWN: JLL SEPTEMBER 19, 2008 FILE COPY r - Pima AloikUg.t.,„aas . documents does not acre the violation at any adopbid node or dunce. ReceOt :1 By et axid�ior�sisald�nawbdged. Al+ - Ifir 0 - Dele� �l _Al _ Of Tukwila City 0 Tu . 400 COS CO, DRIV U KW . A DIVIS ION BUILDING NISI PREPAND D s AND RO SS R R MOD PROJECT DIRECTORY PROJECT GENERAL NOTES DRAWING INDEX AFEA CF WORK OWNER COSTCO WHOLESALE 999 LAKE DRIVE ISSAQUAH, WA 98027 t: . 425 313.8100 ARCHITECT MULVANNYG2 ARCHITECTURE ' 1110 AVE NE _ SUITE 50 0 BE E LL WE WA 98004 t. 425.463.2000 f: 425.463.2002 PROJECT MANAGER: TRAVIS MORTON STRUCTURAL ENGINEER ENGINEERS NORTHWEST 6869 WOODLAWN AVE NE S EAT TLE, WA 98115 t: 206.525.7560 f: 206.522.6698 MECHANICAL/PLUMBING/ T.E., INC. ELECTRICAL ENGINEER 830 N. RIVERSIDE DRIVE SUITE 200 RENTON, WA 98055 t: 206.241.2012 f: 206.241.3101 REFRIGERATION TYLER/DIEHL REFRIGERATION 3775 N. 36TH AVE PHOENIX, AZ 85019 t: 602.272.2659 FIRE SPRINKLER ENGINEER TELGIAN 1101 ANDOVER PARK WEST SUITE 100 SEATTLE, WA 98108 t: 206.439.7089 v T HESE PROJECT GENERAL NOTES APPLY TO THE ENTIRE PROJECT. DRAWINGS HAVE BEEN PREPARED ON AN ORIGINAL SHEET SIZE OF 30 x42. CONSULT DRAWINGS OTHER THAN ARCHITECTURAL FOR ADDITIONAL GENERAL NOTES, ABBREVIATIONS • ABBREVIATION AND SYMBOLS. FIELD V ERIFICATIO N AND COORDINATION: O TS1.01 TITLE SHEET ARCHITECTURAL D1.01 EXISTING/DEMOLITION PLAN G1.01 PHASING PLAN G2.01 EGRESS PLAN CODE DATA A1.01 FLOOR PLAN A5.01.1 ROTISSERIE AND DELI PLAN / ELEVATIONS ' : R EVISIONS r � -- , e Into team seal! be made to the scope � s P 0 Of work without p[10[ of approval Tukwila etiildin Division. g new plan submittal NOTE. Revisions will require a nsN 6�r► �LDmittat and ma inLllldi' additional plan review ..,$s. - — — — — � - - - — — ® / t _ �-.. — -- — — -- — — . - , % / � -. . 1 \ i � / / / � � � I _ / I ■ - , � 3z 3x 3x , • / / , l ! 1 C / / � 1. SURVEY DIMENSI DNS. DIMENSIONS OF SITE CONDITIONS ARE FROM SURVEY BY OTHERS. THE ARCHITECT BEAR NO S RESPONSIBILITY FOR ACCURAY OF SAME. 2. EXISTING UTILITY LOCATIONS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF THE SIZE AND LOCATION OF ALL EXISTING UNDERGROUND AND ABOVE GROUND UTILITIES. EXISTING UTILITIES SHOWN HAVE BEEN E N OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ADDITIONAL UTILITY LOCATIONS NOT SHOWN. CARE SHOULD BE TAKEN TO AVOID DAMAGE OR DISTURBANCE TO EXISTING UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE TO THE UTILITY. THE CONTRACTOR SHALL CONSULT THE DRAWINGS S F ALL TRADES FOR OPENINGS THROUGH SLABS, G O LL TRA EQUI M N VERIFY CEILINGS AND ROOFS FOR DUCTS PIPES CONDUIT CABINETS AND EQUIPMENT AND SHALL ERIFY THE SIZES AND LOCATIONS WITH SUBCONTRACTORS. DIMENSIONS: 3X 3x XE 3 3 I \ / ' %II ., l SEPARATE PERMIT .i.�T REQUIRED FOR: ■ Mechanical .2-- / ,/ � , i '4 .e�°Ie�e�olee�e1°IoIeIvl°I°IoII R 4 \ � k, '4 �? .. 1 e Electrical , ■ Plumbing ❑ Gas Piping ->r --o- -rte -o- -�- . - 5'% o�e 5' lob-, � % J Ca of Tukwila � f,l_F'tt,l - SI EL . , ►,O DIVISION _ � , / _ COS =WHOLESALE (EXISTING) 1 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 CO ONTRACTOR, SUBCONTRACTORS, OWNER OR OTHERS. GENERAL REQUIREMENTS: AREA OF THIS PERMIT i WORK • 1 1 i , � ✓/ .m.... 1 ® . • ° - • CIIhR 1. VERTICAL CLEARANCES: PLACE NO MAINS, PIPING, CONDUIT OR OBSTRUCTIONS OF ANY KIND SO AS TO IMPAIR GIVEN CEILING HEIGHTS AND CLEARANCES. • - RtV1tV11tD FOR CO COMPLIANCE APPROVED 0 2009 FEB 1 2 W I ;1111 ` 1 - Ai �0 0 �•• � „ pfTuklla �,BUILDING N a o • � VIII a —� , nn ,� Hoax , � . o VICINITY MAP CJ DESCRIPTION . g C . , , , g , . ® ® ® ®® , -6— THIS PROJECT IS A TENANT IMPROVEMENT TO EXISTING FRESHLINE. SEATTLE & KING COUNTY PUBLIC HEALTH DEPARTMENT REQUIREMENTS ►- _ off— -• Dr i '9 "9 o r o�.r.n I -1 =a n a =.= o 405 KW I' n �� n N Lf'i V V I _ W .....1 Q EXISTING FACILITY ' ' ' 1. PUBLIC HEALTH - SEATTLE & KING COUNTY INSPECTION REQUIRED ON COMPLETION OF WORK PRIOR TO OPENING. 2. NO CHANGES WILL BE MADE WITHOUT HEALTH DEPARTMENT APPROVAL SCOPE OF WORK 0 g W �. \ •. � 0 � r o0 W 1-- z L1,! W 0 Q 1— z < 0 co 111 O z Q . EXISTING BUILDING: RECONFIGURE MEAT DELI NEW DISH PREP NEW ROTISSERIE CEIVED� N EW ROTISSERIE PREP RE NEW DELI COOLER CITY OF TUK1M NEW M -1 CASES IN FRONT OF DELI / ROTISSERIE AREA N EW TIRE CENTER AWNING - FEB 0.4 2009 PERMIT CENTER I �I ��--- • SAXON DR. _.... EXISTING SITE PLAN SCALE: NOT TO SCALE S. 180TH F SEE OTHER DESIGN DISCIPLINES ADDITIONAL ABBREVIATIONS ARCHITECTURAL ABBREVIATIONS ARCH ITECTU PAL SYMBOL S F STEEL P ACOUS. ACOUSTICAL ELEV. ELEVATION L. LONG, LENGTH PR. PAIR T.O.S. TOP O ADJ ADJUSTABLE, ADJACENT ELEC. ELECTRICAL LAM. LAMINATE, LAMINATED PROJ. PROJECT T.O.W. TOP OF WALL A.F.F. ABOVE FINISHED FLOOR (SLAB) ENCL. ENCLOSURE , LINEAL FOOT PRV PRESSURE REDUCING VALVE T &B TOP AND BOTTOM L.F. LINEAR FOOT, _: ALUM ALUMINUM EQ. EQUAL LIQ. LIQUID P.T. PRESSURE TREATED TEL. TELEPHONE ANOD. ANODIZED EXH. EXHAUST L.P. LOW POINT Q.T. QUARRY TILE TEMP. TEMPERED GLASS APPROX. APPROXIMATE EXIST. EXISTING LT.WT. LIGHT WEIGHT QTR. QUARTER TYP. TYPICAL BD. BOARD EXP. EXPANSION MAS. MASONRY R RADIUS UTIL. UTILITY R.C. EFRIGERATION CONTRACTOR U.B.C. UNIFORM BUILDING CODE B.F.F. BELOW FINISHED FLOOR (SLAB) EXT. EXTERIOR MAX. MAXIMUM C. BLDG. BUILDING F.D. FLOOR DRAIN M.B.S. METAL BUILDING SUPPLIER R.C.P. REFLECTED CEILING PLAN U.N.O. U NLESS NOTED OTHERWISE BLK. BLOCK FDIC FOUNDATION MECH. MECHANICAL R.D. ROOF DRAIN V.C.T. VINYL COMPOSITION TILE BLK'G. BLOCKING FF FACTORY FINISH MFG. MANUFACTURING R.L. RAIN LEADER VERT. VERTICAL BM. BEAM FHS FLAT HEAD SCREW MFR. MANUFACTURER RECD. RECEIVED V.I.F. VERIFY IN FIELD 80T. BOTTOM FL FLOOR ' M.H MANHOLE REFRIG. REFRIGERATION W/ WITH WITHOUT BTWN. BETWEEN F.I.O. FURNISHED AND INSTALLED MIN. MINIMUM REINF. REINFORCING W/O W ' REQUIRED WOOD M.I.P. METAL INSULATTED PANEL RE D. RE WD. CB CATCH BASIN BY OWNER - Q Q . C.G. CORNER GUARD FIN. FINISH MISC. MISCELLANEOUS R.O. ROUGH OPENING WDW. WINDOW C.I. CAST IRON F.R.P.P. FIBER REINFORCED PLASTIC M.O. MASONRY OPENING SCHED. SCHEDULE WHS. WELDED HEAD STUD C.I.P. CAST IN PLACE PANEL(S) M.R. MOISTURE RESISTANT S.C. SOLID CORE W.P. WATERPROOF C.L. CENTERLINE FRT. • FIRE RETARDANT TREATED MULL. MULLION SHT. SHEET W.R. WATER RESISTANT R FOOTING MTD. MOUNTED SIM. SIMILAR WT. WEIGHT CL R. CLEAR Fro. Fo SUPPLIED AND INSTALLED W.W.F. WELDED WIRE FABRIC CLG. CEILING GA. GAUGE MTG. MOUNTING S.I.O. SUPP CMU " CONCRETE MASONRY UNIT GALV. GALVANIZED MTL. METAL BY OWNER Y.D. YARD DRAIN COL. COLUMN G.C. GENERAL CONTRACTOR N.I.C. NOT IN CONTRACT S.I.V. SUPPLIED AND INSTALLED U O NOMINAL BY VENDOR CONC. CONCRETE GWB GYPSUM WALLBOARD, GYPSUM NOM CONT. CONTINUOUS BOARD N.T.S. NOT TO SCALE S.O.LC. SUPPLIED BY OWNER INSTALLED CONSTR. CONSTRUCTION H.B. HOSE BIBS O.A. OVERALL BY CONTRACTOR CONTR. ' CONTRACTOR H.C. HANDICAPPED O.C. ON CENTER SQ. SQUA RE C.T. ' CERAMIC TILE H.M. HOLLOW METAL O.D. OVERFLOW DRAIN S.S. SERVICE SINK, SANITARY SEWER DBL DOUBLE HORIZ. HORIZONTAL O.H. OVERHEAD SST STAINLESS STE EL DIM. DIMENSION H.P. HIGH POINT OP'G - OPENING STD. STANDARD D DETAIL HT. HEIGHT OPP. OPPOSITE STL. STEEL DTL. DRINKING FOUNTAIN HTR. HEATER PIN. PARTITION STRUCT. STRUCTURE, STRUCTURAL D.F. D.S. DOWNSPOUT HVAC HEATING, VENTILATION, AND PERP. PERPENDICULAR SUSP. SUSPENDED DWG. DRAWING AIR CONDITIONING PL PLATE, PROPERTY LINE SYS. SYSTEM M. TI INATE EA. EACH IBC INTERNATIONAL BUILDING CODE PLAS.LA PLAS CLAM T TREAD, TOP E.F.S. EXTERIOR FINISH SYSTEM INSUL. INSULATION PLYWD. PLYWOOD T.O.J. TOP OF JOIST E.LF.S. EXTERIOR INSULATION AND INT. INTERIOR PLBG. PLUMBING T.O.M. TOP OF MASONRY FINISH SYSTEM JTJJTS. JOINT, JOINTS PNL. PANEL, PANELING T.O.P. TOP OF PARAPET SYMBOLS MATERIALS REFLECTED CEILING WALL TYPES DETAIL NORTH ARROW REVISI CLOUD AND DELTA ITEM S.LO OR N.I.C. 'ill !lilt J ACOUSTICAL TILE -' SUSPENDED CEILING GRID SYSTEM W/ LAY IN PANELS - iiiiiiiiiiiiiiii CMU DETAIL IDENTIFICATION PROJECT NORTH INDICATOR r - I 4 X 2 2' U.N.O. CUT LINE - DEFINES THE TR NOR TH INDICATOR I I % a / / /// ALUMINUM e DETAILED ELEMENT L J © � A : SHEET WHERE DRAWN ITEM S.O.I.0 OR S.I.C. i BATT INSULATION BM ............ SHADED AREA DENOTES • • • • • • • • • • • •.. • METAL SECURITY DECK 5/8" 3 5/8 METAL STUDS • • • • .. . ... DOOR MARK WA LL SECTION 580A DOOR CODE - REFER TO WORK, CONTROL OR DATUM SCHEDULE CMU OR BRICK ............. ABOVE (U.N.O.) @ 16" O.C. W/ GWB PAINTED EACH FACE U.N.O. PER SCHEDULE DETAIL IDENTIFICATION POINT 5 -0 " A. F.F. .. . ..::4 CONCRETE • SPRINKLER DROP '- I 1 CUT LINE - DEFINES THE DETAILED LED ELEMENT NEW CONSTRUCTION -SHOWN SOLID WINDOW, RECITE OR O :� . DROP CORD (SEE ELEC. 3 5/8 METAL STUDS 'WIN - 5/8" � { ) CG _ . , - _a n -n EARTH A7.0 LOUVER MARK SLOPE DIRECTION WITH SHEET WHERE DRAWN - WINDOW NUMBER REFER DATUM MARK SLOPE DOWN CC 16" O.C. W/ SOUND E.I.F.S. AIR HOSE INSULATION GATT. & TO SCHEDULE 1/8" PER FOOT FINISH PER SCHEDULE BUILDING. SECTION DETAIL IDENTIFICATION EQUIPMENT MARK SPRINKLER MAIN CONSTRUCTION TO REMAIN - LIGHT BACKGROUND J J JAY FINISHED WOOD ® WATER DROP r FREEZER / COOLER WALLS 6 QUIPMENT NUMBER - �— EXISTING A3.01 REFER TO SCHEDULE SHOWN ,:... 4 GRAVEL S.LO. { ) IG_ EXHAUST VENT OR RETURN " SHEET WHERE DRAWN PROPERTY LINE �� t . GYPSUM BOARD AIR GRILLE ROOM MARK vi. EXTERIOR ELEVATION ROOM—ROOM NAME `I 11 �. HVAC DIFFUSER . —._ =7;___.=.: - — '- DETAIL IDENTIFICATION 1 100 4.---ROOM NUMBER FENCE PLYWOOD x x — x x x x x x r � I FLUORESCENT LIGHTING --• RIGID INSULATION FIXTURE A3.02 COLUMN GRIDS EXISTING CONSTRUCTION TO BE SHEET WHERE DRAWN REMOVED SHOWN DASHED - BREAKLINE - „ , . SOUND INSULATION FLUORESCENT LIGHTING FIXTURE I / ` = = F INTERIOR ELEVATION DETAIL IDENTIFICATION 411)) I 1I_ i Y / // r ; STEEL D i ..... 0 INCANDESCENT OR H.I.D. VI WOOD BLOCKING LIGHTING FIXTURES SHEET WHERE DRAWN WOOD MEMBER COSMO WHOLESALE TUKWI LA,-WA #006 COSTCO WHOLESALE O SALE CORPORATION O LA 999 LAKE DRIVE , ISSA UAH WA 98027 ISSAQUAH, T: 425.313.8100 www.costco.com • 1110112TH AVE. NE I SUITE 500 BELLEVUE, WA 1 98004 t 425.463.2000 I f 425.463.2002 PERMIT SET MITCHELL C. SMITH, ARCHITECT MulvannyG2.com CHELL C, SMITH ATE OF WASHINGTON MulvannyG2 Are: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MulvannyG2 Architecture. DATE 10.20.08 12.09.08 12.10.08 2.04.Oci DESCRIPTION PUBLIC HEALTH DEPT. ISSUE PERMIT ISSUE BID ISSUE CONSTRUCTION ISSUE packs nits, Pe rr `:s L3 e 93- 0440 -20 PM: TRAVIS MORTON DRAWN: TM TITLE SHEET TSI 0 * O C * 0 a 0 a 0 EXIST. RECEPTION EXIST. PHOTO EX ST. PR NTING SCALE: 1" = 20' -0 NEW WATER TREATMENT ROOM CJ NTROL OOM BEVERAGE ROOM CORRIDOR EXIST. JUICE/ WATER/SODA & TEA BOTTLING AREA TORTILLA & POTATO CHIP AREA L= �C�CC��Cm EXIST. SUPPLY AREA EXIST. POTAT CHIP AR) Cy _ HIP OFFICE R COMP CT B R OM MAINT. ROOM - STOR CORRIDQ}R 1111111 aiR Il1llP JANITOR EXISTING /DEMOLITION PLAN EXIST. FOOD SERVICE EXIST. COOLER EXIST. SUB -ZERO SALES FREEZER EXIST. PRODUCE COOLER 1111111 I k: 1 1 t ! RRIDOR EXIST. OFFICE EXIST. BAKERY (EXIST. 11 11BAKER 1COOLEE i1 EXIST, 1} EXIST. EL EC. ■ ,Y ROOM / t €- �- I EXIST. EXIST. ICE 1 BAKERY CREAM SHOP.. FREEZER — , _ EXIST. DAIRY COOLER EXIST. MEAT COOLER EXIST. MEAT PREP. I -II 1 1 ll 1 I II 1 1 'II I EXISTING EMPLOYEE BREAKROOM EXIST. 11RE SALES EXIST. RECEIVING EXISTING DELUROTISSERIE TO BE MODIFIED. DEMO KEY NOTES OWNER TO REMOVE STEEL RACKS PRIOR TO CONSTRUCTION. I ` 1 CONTRACTOR TO DEMOLISH COOLER/ FREEZER WALLS, DOORS AND CEILING. I " ► CONTRACTOR TO REMOVE CONCRETE CURB. 171 CONTRACTOR TO REMOVE BOLLARDS. CONTRACTOR TO REMOVE MERCHANDISER DISPLAY CASES. CONTRACTOR TO SAWCUT 1 DEMOLISH CONCRETE SLAB FOR PLUMBING AND FREEZER PIT CONSTRUCTION. I ' I CONTRACTOR TO EXCAVATE SUB GRADE FOR NEW PLUMBING CONSTRUCTION. I ° I CONTRACTOR TO REMOVE DOOR & HARDWARE. INFILL WITH CMU (CMU TO MATCH EXISTING). WHOLESALE TUKW1LA, WA #006 KEY PLAN COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 w ww.costco.com 1110112TH AVE. NE 1 SUITE 500 BELLEVUE, WA 1 98004 t 425.463.2000 1 f 425.463.2002 MulvannyG2.com 1 PERMIT SET MulvannyG2 Architecture: rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MulvannyG2 Architecture. I , Q DATE DESCRIPTION 10.20.08 PUBLIC HEALTH DEPT. ISSUE 12.08.08 PERMIT ISSUE BID ISSUE CONSTRUCTION ISSUE 2 .OEL oS Pik( b t� �ene IT ss u � EXIST. MEAT PREP.. EXIST. MEAT COOLER EXIST. R.T.V. EXIST. RECEIVING ROTC; CHI 1. RECONFIGURE EXISTING MEAT /DELI AREA 2. CONSTRUCT NEW DISH PREP 3. CONSTRUCT NEW DELI COOLER 4. INSTALL NEW EPDXY FLOORING. EXIST. MEAT COOLER EXIST. MEAT PREP. EXIST. DAIRY COOLER r- -- — I I I15 I 1 1 1 1 STEEL EXIST. R.T.V. EXIST. RECEIVING • �., {NEW R ICKING1 RECONFIGURED DELI AREA SCALE: 1/8" = 1' -0" EXIST. MEAT PREP. EXIST. MEAT COOLER EXIST. DAIRY COOLER DISH PREP W RACKING NEW RACK G DELI COOLER r -- 1. DEMOLISH EXISTING ROTISSERIE. 2. CONSTRUCT NEW ROTISSERIE AND ROTISSERIE PREP. 3. INSTALL REVISED CASEWORK ALONG FRONT OF FRESHLINE & ROTISSERIE. 4. INSTALL NEW EPDXY FLOORING. 5. INSTALL NEW RACKING IN COOLER EXIST. R.T.V. EXIST. RECEIVING s II I I LL_ L I II I I I I I II I I EXIST. SLICING DELI I T 1 Z t 1 Fs _— I -- ---L -L EXIST. DELI COOLER 1. EXISTING RACKING AND PALETTES WITHIN AREA OF WORK TO BE REMOVED BY OWNER PRIOR TO CONSTRUCTION. T RACKING TO REMOVED IT 1 1 l I_ -1-15' L I �I -- STEEL - i15� L LSTE EL T T T I RACKING TO BE REMOVED I I I I I I I 1 I EXISTING /DEMOLITION FLOOR PLAN (FOR REFERENCE ONLY) SCALE: 1/8" = 1' -0" DEMOLITION NOTES A. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO BIDDING. B. GENERAL CONTRACTOR TO REMOVE ALL WALLS, BOLLARDS, MISC. STEEL, PLUMBING, ELECTRICAL, RAISED CONCRETE SLAB AND CURB, REBAR, ETC. ASSOCIATED WITH THE DEMOLITION OF AREAS SHOWN AS PART OF THE PROJECT. CAP ALL UTILITIES AND DRAIN LINES BELOW FLOOR AS REQUIRED. PATCHING OF FLOOR SHALL BE THE RESPONSIBILITY OF FLOORING SUB-CONTRACTOR C. THE CONTRACTOR WILL PROVIDE ALL NECESSARY BARRICADES, SIGNAGE, REFLECTORS, LIGHTS, ETC. DURING THE CONSTRUCTION. PROPERLY IDENTIFYING AREAS CLOSED TO PUBLIC. D. ALL ITEMS REMOVED AND NOT REUSED SHALL BE OFFERED TO THE OWNER IN GOOD CONDITION AS REQUESTED BY STORE MANAGER DURING BIDDING. E. PROVIDE / MAINTAIN EGRESS PATHS THROUGHOUT DEMOLITION, INCLUDING, BUT NOT LIMITED TO, LIGHTING, EXIT SIGNS AND SPRINKLERS. F. ALL AREAS SHOW ON DRAWINGS INDICATING DEMOLITION WORK, GENERAL CONTRACTOR WILL INCLUDE ALL DISCIPLINES, INCLUDING, BUT NOT LIMITED TO, STRUCTURAL, PLUMBING, ELECTRICAL, MECHANICAL AND FIRE SPRINKLER. G. THE CONTRACTOR SHALL REMOVE ALL RUBBLE AND DEBRIS FROM THE JOB SITE DAILY AND LEAVE THE BUILDING AND GROUNDS BROOM CLEAN UPON COMPLETION OF THE WORK. H. THE CONTRACTOR SHALL NOT INTERRUPT PLUMBING, HVAC, ELECTRICAL SERVICE, ETC. OPERATIONS WITHOUT COORDINATION AND APPROVAL OF THE OWNER IN WRITING. I. DO NOT DISRUPT SPRINKLER OR FIRE ALARM SYSTEM DURING DEMOLITION. MAINTAIN SYSTEMS IN OPERATING CONDITION AT ALL TIMES. NOTIFY STORE MANAGER AND COORDINATE AT LEAST 48 HOURS BEFORE PARTIALLY OR COMPLETELY DISABLING FIRE ALARM OR FIRE SPRINKLER SYSTEM. J. COORDINATE ALL DEMOLITION WITH OTHER TRADES TO INSURE OTHER SERVICES ARE NOT DISTURBED. PROVIDE CONSTANT SECURITY SYSTEM COVERAGE. COORDINATE WORK WITH OWNER'S PHONE SYSTEM INSTALLER. K. ALL WORKS IS TO BE ACCOMPLISHED TO MEET ALL LOCAL, STATE, AND FEDERAL CODES AND ALL AUTHORITIES HAVING JURISDICTION. L. CONTRACTOR SHALL HAVE ALL EXISTING UNDERGROUND UTILITIES LOCATED WITHIN PROXIMITY OF WORK AREA PRIOR TO EXCAVATION. OPERATION NOTES OPERATION NOTE "A" FOR MAIN SALES: 1. EXIT PATH SHALL REMAIN CLEAR OF OBSTRUCTION AT ALL TIMES. 2. STORE REFRIGERATED COOLERS AND FREEZERS SHALL REMAIN OPERATIONAL AT ALL TIMES DURING ROOF -TOP CONDENSERS CHANGE OVER. NO PUBLIC SHALL BE ALLOWED INSIDE BUILDING THE FOLLOWING BUSINESS DAY UNTIL CONDENSERS ARE SECURELY ANCHORED AND PASSED INSPECTION. CONTRACTOR SHALL COORDINATE WITH INSPECTORS AND STORE MANAGER IN ADVANCE. OPERATION NOTE "B" FOR SALES FREEZERS: 4. LARGE SALES FREEZER SHALL REMAIN OPERATIONAL UNTIL NEW SALES FREEZER #103 IS SUBSTANTIALLY COMPLETE AND OPERATIONAL. Ct��COM LI N� APPROVED FEB 10 2009 aty0flbkwila B�l1LDING DMSIOON CITY of TUIKWILA FEB 0:4 2009 PERMIT CENTER WHOLESALE TU KW I LA, WA #006 COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T 425.313.8100 www.costco.com 1110112TH AVE. NE I SUITE 500 BELLEVUE, WA 1 98004 t 425.463.2000 I f 425.463.2002 KEY PLAN MITCHELL C. SMITH, ARCHITECT 1TCHELL C. SMITH STATE OF WASHINGTON 93- 0440 -20 PM: TRAVIS MORTON DRAWN: TM PHASING FLOOR PLAN G1.O1 ® MuivannyG2 Architecture: All rights reserved. No part of this document may be reproduced in any form or by any mears without permission in writing from MuivannyG2 Architecture. Q DATE DESCRIPTION 10.20.08 PUBLIC HEALTH DEPT. ISSUE 12.09.08 PERMIT ISSUE 12.10.08 BID ISSUE CONSTRUCTION ISSUE 2.04.6ct 2Ac Pe IF : - ssoe EXIST. MEAT PREP.. EXIST. MEAT COOLER EXIST. R.T.V. EXIST. RECEIVING ROTC; CHI 1. RECONFIGURE EXISTING MEAT /DELI AREA 2. CONSTRUCT NEW DISH PREP 3. CONSTRUCT NEW DELI COOLER 4. INSTALL NEW EPDXY FLOORING. EXIST. MEAT COOLER EXIST. MEAT PREP. EXIST. DAIRY COOLER r- -- — I I I15 I 1 1 1 1 STEEL EXIST. R.T.V. EXIST. RECEIVING • �., {NEW R ICKING1 RECONFIGURED DELI AREA SCALE: 1/8" = 1' -0" EXIST. MEAT PREP. EXIST. MEAT COOLER EXIST. DAIRY COOLER DISH PREP W RACKING NEW RACK G DELI COOLER r -- 1. DEMOLISH EXISTING ROTISSERIE. 2. CONSTRUCT NEW ROTISSERIE AND ROTISSERIE PREP. 3. INSTALL REVISED CASEWORK ALONG FRONT OF FRESHLINE & ROTISSERIE. 4. INSTALL NEW EPDXY FLOORING. 5. INSTALL NEW RACKING IN COOLER EXIST. R.T.V. EXIST. RECEIVING s II I I LL_ L I II I I I I I II I I EXIST. SLICING DELI I T 1 Z t 1 Fs _— I -- ---L -L EXIST. DELI COOLER 1. EXISTING RACKING AND PALETTES WITHIN AREA OF WORK TO BE REMOVED BY OWNER PRIOR TO CONSTRUCTION. T RACKING TO REMOVED IT 1 1 l I_ -1-15' L I �I -- STEEL - i15� L LSTE EL T T T I RACKING TO BE REMOVED I I I I I I I 1 I EXISTING /DEMOLITION FLOOR PLAN (FOR REFERENCE ONLY) SCALE: 1/8" = 1' -0" DEMOLITION NOTES A. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO BIDDING. B. GENERAL CONTRACTOR TO REMOVE ALL WALLS, BOLLARDS, MISC. STEEL, PLUMBING, ELECTRICAL, RAISED CONCRETE SLAB AND CURB, REBAR, ETC. ASSOCIATED WITH THE DEMOLITION OF AREAS SHOWN AS PART OF THE PROJECT. CAP ALL UTILITIES AND DRAIN LINES BELOW FLOOR AS REQUIRED. PATCHING OF FLOOR SHALL BE THE RESPONSIBILITY OF FLOORING SUB-CONTRACTOR C. THE CONTRACTOR WILL PROVIDE ALL NECESSARY BARRICADES, SIGNAGE, REFLECTORS, LIGHTS, ETC. DURING THE CONSTRUCTION. PROPERLY IDENTIFYING AREAS CLOSED TO PUBLIC. D. ALL ITEMS REMOVED AND NOT REUSED SHALL BE OFFERED TO THE OWNER IN GOOD CONDITION AS REQUESTED BY STORE MANAGER DURING BIDDING. E. PROVIDE / MAINTAIN EGRESS PATHS THROUGHOUT DEMOLITION, INCLUDING, BUT NOT LIMITED TO, LIGHTING, EXIT SIGNS AND SPRINKLERS. F. ALL AREAS SHOW ON DRAWINGS INDICATING DEMOLITION WORK, GENERAL CONTRACTOR WILL INCLUDE ALL DISCIPLINES, INCLUDING, BUT NOT LIMITED TO, STRUCTURAL, PLUMBING, ELECTRICAL, MECHANICAL AND FIRE SPRINKLER. G. THE CONTRACTOR SHALL REMOVE ALL RUBBLE AND DEBRIS FROM THE JOB SITE DAILY AND LEAVE THE BUILDING AND GROUNDS BROOM CLEAN UPON COMPLETION OF THE WORK. H. THE CONTRACTOR SHALL NOT INTERRUPT PLUMBING, HVAC, ELECTRICAL SERVICE, ETC. OPERATIONS WITHOUT COORDINATION AND APPROVAL OF THE OWNER IN WRITING. I. DO NOT DISRUPT SPRINKLER OR FIRE ALARM SYSTEM DURING DEMOLITION. MAINTAIN SYSTEMS IN OPERATING CONDITION AT ALL TIMES. NOTIFY STORE MANAGER AND COORDINATE AT LEAST 48 HOURS BEFORE PARTIALLY OR COMPLETELY DISABLING FIRE ALARM OR FIRE SPRINKLER SYSTEM. J. COORDINATE ALL DEMOLITION WITH OTHER TRADES TO INSURE OTHER SERVICES ARE NOT DISTURBED. PROVIDE CONSTANT SECURITY SYSTEM COVERAGE. COORDINATE WORK WITH OWNER'S PHONE SYSTEM INSTALLER. K. ALL WORKS IS TO BE ACCOMPLISHED TO MEET ALL LOCAL, STATE, AND FEDERAL CODES AND ALL AUTHORITIES HAVING JURISDICTION. L. CONTRACTOR SHALL HAVE ALL EXISTING UNDERGROUND UTILITIES LOCATED WITHIN PROXIMITY OF WORK AREA PRIOR TO EXCAVATION. OPERATION NOTES OPERATION NOTE "A" FOR MAIN SALES: 1. EXIT PATH SHALL REMAIN CLEAR OF OBSTRUCTION AT ALL TIMES. 2. STORE REFRIGERATED COOLERS AND FREEZERS SHALL REMAIN OPERATIONAL AT ALL TIMES DURING ROOF -TOP CONDENSERS CHANGE OVER. NO PUBLIC SHALL BE ALLOWED INSIDE BUILDING THE FOLLOWING BUSINESS DAY UNTIL CONDENSERS ARE SECURELY ANCHORED AND PASSED INSPECTION. CONTRACTOR SHALL COORDINATE WITH INSPECTORS AND STORE MANAGER IN ADVANCE. OPERATION NOTE "B" FOR SALES FREEZERS: 4. LARGE SALES FREEZER SHALL REMAIN OPERATIONAL UNTIL NEW SALES FREEZER #103 IS SUBSTANTIALLY COMPLETE AND OPERATIONAL. Ct��COM LI N� APPROVED FEB 10 2009 aty0flbkwila B�l1LDING DMSIOON CITY of TUIKWILA FEB 0:4 2009 PERMIT CENTER WHOLESALE TU KW I LA, WA #006 COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T 425.313.8100 www.costco.com 1110112TH AVE. NE I SUITE 500 BELLEVUE, WA 1 98004 t 425.463.2000 I f 425.463.2002 KEY PLAN MITCHELL C. SMITH, ARCHITECT 1TCHELL C. SMITH STATE OF WASHINGTON 93- 0440 -20 PM: TRAVIS MORTON DRAWN: TM PHASING FLOOR PLAN G1.O1 EGRESS SUMMARY WAREHOUSE TOTAL OCCUPANTS - WAREHOUSE: EGRESS WIDTH PER PERSON: REQUIRED EGRESS WIDTH (IN ACTUAL EGRESS WIDTH (IN INCHES): (24) 48" DOORS AT (5) 36" DOORS AT TOTAL TIRE INSTALLATION TOTAL OCCUPANTS - TIRE INSTALLATION: EGRESS WIDTH PER PERSON: REQUIRD EGRESS WIDTH (IN ACTUAL EGRESS (IN INCHES): (1) 36" DOORS AT TOTAL FOOD PLANT TOTAL OCCUPANTS - FOOD EGRESS WIDTH PER PERSON: REQUIRED EGRESS WIDTH (IN ACTUAL EGRESS WIDTH (IN INCHES): ( 0 ) 48" DOORS AT (4) 36" DOORS AT TOTAL 5,039 0.15 INCHES): 755 45" NET = 1,080 33" NET = 165 = 1,245 24 0.15 (IBC) INCHES) 3.6 (IBC) 33" NET _ 33 33 PLANT: 135 0.15 INCHES): 20.5 45" NET _ 0 33" NET _ 132 _ 132 BUILDING STATISTICS FLOOR AREA WAREHOUSE = ABANDONED OPTICAL 1ST = ABANDONED OPTICAL 2ND = TIRE INSTALLATION = TOTAL SQ. FT. = NUMBER OF STORIES: 1 MAX BUILDING HEIGHT (ABOVE AUTOMATIC FIRE SPRINKLER SYSTEM: FIRE ALARM SYSTEM SMOKE / HEAT VENTS: [ X ] VENT RATIO 1 :100 [ X ] MANUAL RELEASE AT ROOF [ X ] FUSIBLE LINK 360° [ X ] SPACING LESS THAN 120 CURTAIN BOARDS: 207,437 S.F. 13,272 S.F. 13,272 S.F. 2,400 S.F. 222,496 S.F. FLOOR): 31 FEET YES NO [ X ] [ ] [ X ] [ ] [ X ] [ j FEET [ ] [ X ] CODE ' ANALYSIS APPLICABLE BUILDING CODE: 2006 INTERNATIONAL BLDG. CODE OCCUPANCY CLASSIFICATION 'M' (MERCANTILE) REQUIRED APPROVED THROUGHOUT & ADJOINED BY LESS THAN 60 FEET I4vIEWED FOR CODE COMPLIANCE OF STORIES APPROVED NON: SEPARATED USES - GROUP NO OCCUPANCY SEPERATIONS ALLOWABLE FLOOR AREA UNLIMITED AREA PER 507 - AUTOMATIC SPRINKLER SYSTEM AND ENTIRELY SURROUNDED PUBLIC WAYS OR YARDS NOT BUILDING HEIGHT AND NUMBER ALLOWABLE: 40 FEET - 2 STORIES ACTUAL 31 FEET - STORY TYPE OF CONSTRUCTION : TYPE FEB 10 2009 aLy 0f ukwila V B CONSTR II I` _.:. ! INaDIMQL REQUIREMENTS TABLE 601 FIRE - RESISTANCE RATING FOR BUILDING ELEMENTS: TYPE V B 0 RECEIVED 0 CITY OF TUKWIIA 0 FEB 0 4 2009 0 PERMIT CENTER 0 STRUCTURAL FRAME BEARING WALLS NONBEARING WALLS AND PARTITIONS FLOOR CONSTRUCTION ROOF CONSTRUCTION KEY DOOR SIZE 4' DOORS LOCATION (2) MAIN SALES — AREA - 123,510 INCOMPLETE LTR S.F. OCCUPANT LOAD ,1 / 30 1 4117 COMPLETE #, j OCCUPANT LOAD FACTOR (SQ. FT. PER OCCUPANT) RECEIVED . . JAN 052009 PERMIT CENTER O 0 0 0 4 0 Q 0 0 a o 0 0 o 0 0 l i l t iiiiiii 1 I I I I 1 I I l i l t I Il ! I 11 1 1 II I II I III I HH l 1 I 1 11 1 1 11 i 1 II ! III ! i if 1111 III I-II I II I ! !II 1 111 111I I11 H1 IIII 1II1 1-x-1 111 I I II 1 1 11 I . 1 11 1 IIII IIH IIH H 1 111 1III 1111 I NII I II HH H H 1�I! I III! I11 IIIlI 1 ' 1 1 1 1 11 1 I 1 1 C= MC= C =CC;C - i - i - ixi - i ROTISSERIE 754 S.F. 17 200 III ►-� i 11111111111 hIJU 1=l11[11Il1fl[ 1-H-1 H-1 n II H II H H II H H I'" ! I I I H 1 I I I I � U 222' EXIT DISTANCE DELI /DISH PREP 1,364 S.F. I 1 1 200 (2) 4' DOOR FIRE EXTINGUISHER NOTES: • LOCATE FIRE EXTINGUISHERS (S.0I C.) AS DIRECTED BY FIRE MARSHAL • FIRE MARSHAL SHALL DETERMINE SIZE AND TYPE OF EXTINGHISHERS • IN GENERAL, PROVIDE: • ONE MIN. RATING 2A :10 BC FIRE EXTINGUISHER PER 6,000 SQ. FT. AREA WITHIN 75 -FOOT MAXIMUM TRAVEL DISTANCE • CLASS K FIRE EXTINGUISHER WITHIN 30 FEET OF COMMERCIAL FOOD HEAT- PROCESSING EQUIPMENT NOTE: AUTOMATIC FIRE SPRINKLER SYSTEM THROUGHOUT. ALLOWABLE EXIT ACCESS TRAVEL DISTANCE 250 FEET. EGRESS PLAN SCALE: 1" = 20' -0" 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 www.costco.com 1110112TH AVE. NE I SUITE 500 BELLEVUE, WA 1 98004 t 425.463.2000 I f 425.463.2002 MulvannyG2.com PERMIT SET MITCHELL C. SMITH STATE OF WASHINGTON 93- 0440 -20 PM: TRAVIS MORTON DRAWN: TM EGRESS PLAN CODE DATA G2.01 ® MulvannyG2 Architecture: All rights reserved. No part of this document maybe reproduced in any form or by any means without permission in writing from MulvannyG2 Architecture. DATE DESCRIPTION 10.20.08 PUBLIC HEALTH DEPT. ISSUE 12.09.08 PERMIT ISSUE 12.12.08 BID ISSUE 1 12.30.08 PERMIT REVISION CONSTRUCTION ISSUE 2.ci'I.o9 12.kcY_INb, 1 E Mtr -t s uts O 0 0 0 4 0 Q 0 0 a o 0 0 o 0 0 l i l t iiiiiii 1 I I I I 1 I I l i l t I Il ! I 11 1 1 II I II I III I HH l 1 I 1 11 1 1 11 i 1 II ! III ! i if 1111 III I-II I II I ! !II 1 111 111I I11 H1 IIII 1II1 1-x-1 111 I I II 1 1 11 I . 1 11 1 IIII IIH IIH H 1 111 1III 1111 I NII I II HH H H 1�I! I III! I11 IIIlI 1 ' 1 1 1 1 11 1 I 1 1 C= MC= C =CC;C - i - i - ixi - i ROTISSERIE 754 S.F. 17 200 III ►-� i 11111111111 hIJU 1=l11[11Il1fl[ 1-H-1 H-1 n II H II H H II H H I'" ! I I I H 1 I I I I � U 222' EXIT DISTANCE DELI /DISH PREP 1,364 S.F. I 1 1 200 (2) 4' DOOR FIRE EXTINGUISHER NOTES: • LOCATE FIRE EXTINGUISHERS (S.0I C.) AS DIRECTED BY FIRE MARSHAL • FIRE MARSHAL SHALL DETERMINE SIZE AND TYPE OF EXTINGHISHERS • IN GENERAL, PROVIDE: • ONE MIN. RATING 2A :10 BC FIRE EXTINGUISHER PER 6,000 SQ. FT. AREA WITHIN 75 -FOOT MAXIMUM TRAVEL DISTANCE • CLASS K FIRE EXTINGUISHER WITHIN 30 FEET OF COMMERCIAL FOOD HEAT- PROCESSING EQUIPMENT NOTE: AUTOMATIC FIRE SPRINKLER SYSTEM THROUGHOUT. ALLOWABLE EXIT ACCESS TRAVEL DISTANCE 250 FEET. EGRESS PLAN SCALE: 1" = 20' -0" 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 www.costco.com 1110112TH AVE. NE I SUITE 500 BELLEVUE, WA 1 98004 t 425.463.2000 I f 425.463.2002 MulvannyG2.com PERMIT SET MITCHELL C. SMITH STATE OF WASHINGTON 93- 0440 -20 PM: TRAVIS MORTON DRAWN: TM EGRESS PLAN CODE DATA G2.01 EXIST. EXAM ROOMS 0 0 0 0 0 0 0 g a a 0 0 0 o a 0 0 EXIST. RECEPTION EXIST. OPTICAL KIOSK i EXIST. BALER /COMPACTOR ROOM EXIST. PHOTO EXIST. RINTING I ENTRANCE 441=1- F 1 111 1111 11 111 HH IIII H 1 11 1 1 11 I 1 11 1 1 1 _ 1 111 1III I-III HH 1 111 1111 111 1 II II I I ll i I II i L = C 2E72C EXIST. SUPPLY AREA EXIS POTATO CHIP AREA FLOOR PLAN ?l» iEiEiEiEEE i - i - i - i - i - EXIST. TOBACCO SALES EXIST. HEARING EXIST. LAB EXIST. MAINTENANCE EXIST. LL_ PHARMACY EXIST. EXIST. USDA OFFICE OFFICE O EXIST. STORAGE RESTROOM EXIST. PRODUCE COOLER EXIST. BAKERY EXIST. COOLER EXIST. FREEZER EXIST. EXIST. OFFICE OFFICE EXIST. I MEN'S RESTRO EXIST. OFFICE A. A. A. AL. r .►h,► A. Ak as a A. A. ♦.A.. . ITI TITIT�� SUB -ZERO SALES 41 FREEZER T TT' ITITTT2 EXIST. ICE CREAM SHOP EXIST. JANITOR EXIST. ELEC EXIST. MEN'S RESTROOM 50' -0" RECONFIGURED DELI AREA ROTISSERIE I 111 I EXIST. MEAT COOLER EXIST. MEAT PREP ►fit: 11111111101111111111111111111[= 50' -0" EXIST. DAIRY COOLER DISH PREP DELI OOLER 114 TISSERIE PREP 112 I 5.01.1 50' -0" EXIST. TIRE SALES 50' -0" EXIST. EMPLOYEE BREAK ROOM EXIST. RECEIVING EXIST. OFFICE EXIST. SCRUBBER STORAGE EXIST. JANITOR EXIST. RESTROOM 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 www.costco.com 1110112TH AVE. NE 1 SUITE 500 BELLEVUE, WA 1 98004 t 425.463.2000 I f 425.463.2002 DATE 10.20.08 12.09.08 12.10.08 0 5' 10' 20' 40' 1" =20'-0" • MITCHELL C. SMITH, ARCHITECT 8084 REGISTERED ARCHI ITCHELL C. SMITH TATE OF WASHINGTON ® MulvannyG2 Ardtifecture: All rights reserved. No part of tNs document may be reproduced In any form or by any means without permission in writing from MulvannyG2 Architecture. DESCRIPTION PUBLIC HEALTH DEPT. ISSUE PERMIT ISSUE BID ISSUE CONSTRUCTION ISSUE 2Ack.INU1 PoP_ IT S,S •E' PROJECT DATA BUILDING DATA: BUILDING AREA ABANDONED OPTICAL 1ST FLOOR ABANDONED OPTICAL 2ND FLOOR TIRE INSTALLATION EXIST. TOTAL BUILDING RACK COUNT GROCERY RACKS CENTER SECTION HARDLINE RACKS NOTES: EXISTING CONDITIONS TO BE FIELD VERIFIED. 193, 602 S.F. 13,272 S.F 13,272 S.F. 2,400 S.F 222,496 S.F. 188 13,963 S.F. 204 SCALE: 1" = 20'-0 93- 0440 -20 PM: TRAVIS MORTON DRAWN: JLL FLOOR PLAN A1.01 ROTISSERIE / DELI EQUIPMENT LIST N O QTY DESCRIPTION MANUFACTURER MODEL NO. INSTALL REMARKS ® 1 2 COMPARTMENT SINK UNIVERSAL STAINLESS 2SL243015- 2D24-PC S.O.I.C. WALL FLASHING el> 4 COMBI OVEN ELOMA GENIUS 6 -11 S.O.I.C. STACK UNITS IMIS WASH SINKS UNIVERSAL STAINLESS WMHS- 1412 - ES -PC S.O.I.C. . 0 1 ROTISSERIE OVENS (DOUBLE) HARDT INFERNO 3002 S.O.I.C. (1) FUTURE PI ® 1 TABLE UNIVERSAL STAINLESS 6MCT 30U S.I.O. (1) FUTURE Ak H 1 1 PREP TABLE / SINK UNIVERSAL STAINLESS IN1815 -15PC sm. WALL FLASHING it li> 1 PREP TABLE I SINK UNIVERSAL STAINLESS IN151830.5PC S.1.0. WALL FLASHING ti ll 2 SCALES / PRINTERS METTLER TOLEDO 8450 S.O.LV. ROTISSERIE/ DELI EQUIPMENT LIST N O QTY DESCRIPTION MANUFACTURER MODEL NO 3 STALL REMARKS ® 3 DETERGENT PACKAGES KAY CHEMICAL S.O.I.V. ® 4 PAPER TOWEL DISPENSERS S.I.O. G.C. TO PROVIDE BACKING 8/A6.01 47 11 WASH SINKS UNIVERSAL STAINLESS WMHS- 1412 - ES -PC S.O.I.C. . hi ® 1 KNIFE SANITIZER BOX BIRO KSB -180 S I O FUTURE 4 47 BLAST CHILLER SERVOLIFT . HCR 141 -50 S.O.I.C. (1) FUTURE Ak H 1 4 TENDERIZER BIRO PRO-9 HD S.LO. ti ll 2 SCALES / PRINTERS METTLER TOLEDO 8450 S.O.LV. A5.01.2 DELI /DISH PREP SIDE WALL SCALE: 1/4" =1' -0" WALL; YOND• - '•SEE71A5.171:3 i ® -__ FAPPIti SCALE: 1/4" 1' -0" SCALE: 1/4" =1' -0" COOLER WALL (FOREGROUND) DISH PREP SIDE WALL BASE COOLER SIDE WALL BASE A5.012 CURB A5.01.1 STUD WALL SOAP DISPENSER (S.1.0.) BASE TO ROTISSERIE CURB A5.012 CURB FOREGROUND BASE STUD WALL SCALE: 1/4" =1' -0" DISH PREP BACK WALL COOLER ( S.O.I.C.) 3 5 /8" METAL STUDS 16" O.C. MAXIMUM 5/8" GYPSUM FIBER PANELS - SEE SPECS SCALE: 1" =1' -0" F.R.P.P. - FULL HEIGHT 5/8" GYPSUM FIBER PANELS - SEE SPECS 4 FINISH FLOOR -0' -0 A5.012 F.R.P.P. ON STUD WALL - TYPICAL (EXCEPT AT ROTISSERIE) 0805 CONC. POLYMER FLOORING A5.012 POLYMER '" FLOORING CONC. A5.01.2 RECONFIGURED DELI AREA STUD WALL 166 DISH PREP MIXING VALVE FUTURE STUD WALL A5.012 ABOVE 0' -2" CLG. HT 10' -0" CLG. HT. 1o BAS ,SIM cM SKEWER RACK A5.012 A5.01.2 A5.012 HEAD WALL ABOVE A6.01 M.I.P. SCALE: 1/4" = 1' -0" 5' -8" T -9" BASES, SIM 12'-9" M.I.P. 48' -1" 0. TO 0. M.I.P. 13'-0" WALLS AT ROTISSERIE 8' -11" 0. TO 0. M.I.P. ROTISSERIE AND DELI EQUIPMENT PLAN 5.01.1 DELI COOLER G.C. NOTE: CONFIRM DIMENSION OF METAL INSULATED PANELS WITH REFRIGERATION CONTRACTOR G.C. NOTE: PROVIDE BACKING FOR SOAP AND PAPER TOWEL DISPENSERS AT EACH HAND SINK, TYPICAL - SEE 8/A6.01 18' -1 ", M.I.P. 12' -11" POLYMER FLOORING CONC. OfTu INGD ON 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 www.costco.com 1110112TH AVE. NE I SUITE 500 BELLEVUE, WA 1 98004 t 425.463.2000 I f 425.463.2002 MulvannyG2.com PERMIT SET KEY PLAN MITCHELL G. SMITH, ARCHITECT REGISTERED ARCHITECT ITCHELL C. SMITH TATE OF WASHINGTON OUTLINE OF DISPLAY CASE (FOREGROUND) 6' 0:1 10 Q 0 QTY 2 2 ROTISSERIE / DELI EQUIPMENT LIST DESCRIPTION VENT HOODS WORK TABLES WORK TABLE ENCLOSED BASE PRINTER TABLES WALL FLASHING SKEWER CLEANING SINK 166" POWER SOAK SINK MANUFACTURER CAPTIVE AIRE UNIVERSAL STAINLESS UNIVERSAL STAINLESS UNIVERSAL STAINLESS UNIVERSAL STAINLESS METCRAFT INC. METCRAFT INC. MODEL NO. 7824ND -PSP -B 8MCT 30-PC 4MCT- 36 -U -PC 2CBT 24BDC- PC PS5874 PS5132 SUPPLY/ INSTALL S.O.LC. S.I.O. 510. 5.1.0. S.I.C. S.O.I.C. S.O.I.C. REMARKS G.C. TO ADHERE TO WALL (POWER SOAK) WALL. FLASHING DATE 10.20.08 12.08.08 2,0Naaa ® MulvannyG2 Architecture: M rights reserved. No part of 1Ns document may be reproduced In any form or by any means without permission in writing from MulvannyG2 Architecture. DESCRIPTION PUBLIC HEALTH DEPT. ISSUE PERMIT ISSUE BID ISSUE CONSTRUCTION ISSUE 93-0440-20 PM: TRAVIS MORTON DRAWN: JLL ROTISSERIE AND DELI PLAN AND ELEVATIONS A5.01.1