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HomeMy WebLinkAboutPermit D11-072 - SAVERS / VALUE VILLAGE - RACKSSAVERS/VALUE VILLAGE 16700 SOTJTHCENTER PY CANCELLED 08/19/11 Dl 1 -072 City oftukwila ti Department of ' Develo P ment —�i 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 1908 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.TukwilaWA.gov DEVELOPMENT PERMIT Parcel No.: 2623049128 Address: 16700 SOUTHCENTER PY TUKW Suite No: Project Name: SAVERS/VALUE VILLAGE Permit Number: D11 -072 Issue Date: 08/09/2011 Permit Expires On: 02/05/2012 Owner: Name: PARKWAY SQUARE Address: C/0 ROSEN PROPERTIES , PO BOX 5003 98009 Contact Person: Name: KAREN WALLACE Address: 12034 134 CT NE, STE 102 , REDMOND WA 98052 Contractor: Name: INTERSTATE CONST GROUP INC Address: 437 29 ST NE, SUITE F , PUYALLUP WA 98372 Contractor License No: INTERCG974QR Phone: 425 298 -1064 Phone: 253 - 435 -0949 Expiration Date: 11/19/2011 DESCRIPTION OF WORK: STRUCTURALLY ENGINEERED RACK ANCHORING Value of Construction: $0.00 Fees Collected: $401.49 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2009 Type of Construction: IIB Occupancy per IBC: 0019 Electrical Service Provided by: * *continued on next page ** doc: IBC -7/10 D11-072 Printed: 08 -09 -2011 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Size (Inches): 0 Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: r ^ '%1C/L! Date: B4--1 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the pe ance of wok. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. ci Signature: /l� Date: cc- Print Name: 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. PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: 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 inspector 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. doc: IBC -7/10 D11 -072 Printed: 08 -09 -2011 6: All construction shall be done in conform with the approved plans and the requirem of the International Building Code or International Residential C International Mechanical Code, Washingt to 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: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 9: Manufacturers installation instructions shall be available on the job site at the time of inspection. 10: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 11: 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. 12: ** *FIRE DEPARTMENT CONDITIONS * ** 13: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 14: Clearance between ignition sources, such as light fixtures, heaters and flame- producing devices, and combustible materials shall be maintained in an approved manner. (IFC 305.1) 15: Storage shall be maintained 2 feet or more below the ceiling in nonsprinldered areas of buildings or a minimum of 18 inches below sprinkler head deflectors in sprinklered areas of buildings. (IFC 315.2.1) 16: Flue spaces shall be provided in accordance with International Fire Code Table 2308.3. Required flue spaces shall be maintained. 17: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2051) 18: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 19: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 20: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 21: These plans were reviewed by Inspector 511. If you have arty questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: IBC -7/10 D11 -072 Printed: 08 -09 -2011 [acJ CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 SouthcenterBlvd., Suite 100 Tukwila, WA 98188 http.-/Iwww.ci.tukwila.wa. us • Building Permit No. Mechanical Pennit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. P (For office use .only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION King Co Assessor's Tax No.: 262304-9128 Site Address: 16700 Southcenter Parkway Suite Number N/A Floor N/A Tenant Name: SaversNalue Village New Tenant: ® Yes ❑..No Property Owners Name: PARKWAY SQUARE 260842 CIO ROSEN PROPERTIES Mailing Address: PO BOX 5003 BELLEVUE WA 98009 City State Zip CONTACT PERSON - who do we contact when your permit is ready to be issued Name: Karen Wallace Mailing Address: 12034 134th Court NE, Suite 102 E-Mail Address: karen.wallace@stantec.com Day Telephone: (425) 298 -1064 Redmond, WA City State Fax Number. (425) 298 -1019 98052 Zip GENERAL CONTRACTOR INFORMATION - (Contraetor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: TBD - valuation below is a general estimate Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number. City Day Telephone: Fax Number. Expiration Date: State Zip ARCHIT'ECT OF RECORD - All plans must be stamped by Architect of Record Company Name: Stantec Architecture Mailing Address: 1137 North McDowell Blvd Contact Person: John Johnson E -Mail Address: John.Johnson2@stanteGOom Petaluma, CA City State Day Telephone: (707) 765 -1660 Fax Number: (707) 765 -9908 94954 Zip ENGINEER OF RECORD - All plans must be stamped by Engineer of Recrd` Company Name: Armour Unsderfer Engineering, Inc. PS Mailing Address: 13456 SE 27th Place, Suite 200 Contact Person: Bill Armour E-mail Address: billa@au -eng.com HAAppliestimvlpams- App1ka1i On Lesa2010 2010 Appb 7- 2010- Permit Application, doe Revised 7 -2010 bh Bellevue, WA City State Day Telephone: (425) 614 -0949 Fax Number (425) 614-0950 98005 zip Page 1 of 6 BUILDING PERMIT INFORMATION 2064313670 Valuation of Project (contractor's bid price): $ 8,000.00 Existing Building Valuation: $ 6,500,000.00 Scope of Work (please provide detailed information): structurally engineered rack anchoring Will there be new rack storage? ® Yes ❑.. No If yes, a separate pennit and plan submittal will be required. Provide All 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 R): Floor area of principal dwelling Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence_ Number of Parking Stalls Provided Standard 206 Compact Handicap: 4 Will there be a change in use? ❑ Yes ®....... No If `yes ", explain: FIRE PROTECTION/IIAZARDOUS MATERIALS: O 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 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a curent septic design approved by King County Health Department. H:\Applications\Fonns- Applications On Line \2010 Applications \7 -2010 - Permit Application.doe Revised: 7 -2010 bh Page2of6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC lsi Floor 39,222 39,222 0 0 I I M Floor 12,974 777 0 0 I I I I 3`• Floor Floors thru Basement Accessory Stricture* Attached Garage Detached Garage Attached Carport 0 0 393 393 V -N S Detached Carport Covered Deck Uncovered Deck 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 R): Floor area of principal dwelling Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence_ Number of Parking Stalls Provided Standard 206 Compact Handicap: 4 Will there be a change in use? ❑ Yes ®....... No If `yes ", explain: FIRE PROTECTION/IIAZARDOUS MATERIALS: O 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 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a curent septic design approved by King County Health Department. H:\Applications\Fonns- Applications On Line \2010 Applications \7 -2010 - Permit Application.doe Revised: 7 -2010 bh Page2of6 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 f� 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 1053.2 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 103.43 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 PE' ' Y BY THE JJ/ENT: AWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. ►; / BUILDING 0 Signature: Dale 34/n Print Name: . ren Wallace Day Telephone: 4252981064 Redmond, WA Mailing Address: 12034 134th Court NE, Suite 102 Date Application Accepted OM City Date Application : 0®I tiv► cations i- Oa Lei' 7- mw - Permit A .eoc Revised 7 -2010 bh State 98052 hp Staff Initials: Page6of6 • • gi% City of Tukwila y �y O �,n � 2 I908 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.TukwilaWA.gov RECEIPT ParcelNo.: 2623049128 Permit Number: D11 -072 Address: 16700 SOUTHCENTER PY TUKW Status: APPROVED Suite No: Applied Date: 03/17/2011 Applicant: SAVERS/VALUE VILLAGE Issue Date: Receipt No.: R11 -01712 Payment Amount: $245.10 Initials: WER Payment Date: 08/09/2011 08:25 AM User ID: 1655 Balance: $0.00 Payee: ROBERT BRAZIER TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 05247C ACCOUNT ITEM LIST: Description 245.10 Account Code Current Pmts BUILDING - NONRES STATE BUILDING SURCHARGE 000.322.100 240.60 640.237.114 4.50 Total: $245.10 doc: Receipt -06 Printed: 08 -09 -2011 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 RECEIPT Parcel No.: 2623049128 Permit Number: D11-072 Address: 16700 SOUTHCENTER PY TUKW Status: PENDING Suite No: Applied Date: 03/17/2011 Applicant: SAVERS/VALUE VILLAGE Issue Date: Receipt No.: R11 -00519 Initials: User ID: Payee: JEM 1165 Payment Amount: $156.39 Payment Date: 03/17/2011 09:28 AM Balance: $245.10 STANTEC CONSULTING INC. TRANSACTION LIST: Type Method Descriptio Amount Payment Check 5094 156.39 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 156.39 Total: $156.39 doc: Receipt -06 Printed: 03 -17 -2011 PALLET RACKING (2 SHELF TYP.) MAX LIVE LOAD: SHELF DEAD LOAD: TYPICAL DEPTH: TYPICAL WIDTH: TYPICAL HEIGHT: 20 PSF 4.18 PSF 3.5' VARIABLE AS SHOWN REVIEWED FOR CODE COMPLIANCE APR 21 2011 City of Tukwila ila BUILDINS niviSInto . QIi.Ecopy r• 6 N M 168" @ END UPRIGHTS TreiCA4- STOREP j . c-K groc,K Co-r-}-1-1 Est./ 2 . iNA S C SkSoa L_ f RDouct 3 . Saks ot\JA L 'mil k. T-u ZE"S �rvo�ru�nuA MAR 1 i 2011 PERMIT CENTER DO - 0'12. ARMOUR UNSDERFER ENGINEERING, INC, PS 13456 SE 27th PI., Suite. 200 Bellevue, WA 98005 (425) 614 -0949 Fax (425) 614 -0950 STRUCTURAL CALCULATIONS FOR: Savers Tukwila 16700 Southcenter Parkway, Tukwila, WA 98188 Client: Attn: Karen Wallace Stantec 12034 - 134th Court NE, Suite 102 Redmond, WA 98052 By Bill Armour PE, SE COpy i REVIEINED FOR !CODE COMPLIANCE a2i Lu t City of Tukwila 6UILDINP niVlci�p� ci RrofT KW A MAR 17 2011 PERMIT CENTER AUE No. 11130 PI I Objective: STRUCTURAL CALCULATIONS for Savers Tukwila 16700 Southcenter Parkway, Tukwila, WA 98188 Provide the design and analysis for base plate for the new pallet racks with two shelves for clothing only. No other modifications have been reviewed. No opinion is either expressed or implied as to the capacity of the existing floor system supporting the rack shelving. TOPIC: Index Seismic Forces Lateral Loading and Connection Sketch PAGES: 1 2 to 3 4 to 7 SSK -1 Armour Unsderfer Eng, 13456 SE 27th PL., Suite 200, Bellevue, WA 98005 (206) 614 -0949 Project: Savers Tukwila Pg. No: 1 Address: 16700 Southcenter Parkway, Tukwila, WA 981 f Date: 3/1 5/1 1 Client: Stantec Job No.: 11130 IBC Seismic / ASCE -7 (15,5 for the shelving) See Seismic Output Required for racks per 13.1.5 and 15.5.3 Ss= S1= Site Class = D 1.473 Ip = 1.5 hn = 0.489 R = Rp = 4.0 Ct = (for R see Table 15.4 -1) ap = 2.50 s-,___ Rp and ap are per section 15.5.3 12 FEET 0.02 Fa = Fv = Sms = Sm1 = Sds= Sd1= 1.57 2.40 2.307 1.174 1.538 0.782 See procedure IBC 9.14.5.1 Cs = 0.577 T= 0.129 Seconds Cs max = 2.275 Cs min = 0.323 Cs min = Not Applicable Cs min = 0.323 V base= 0.577 W V base= 0.41 W (Eq 9.5.5.2.1 -1) (Eq 9.5.5.3.2 -1) (Eq 9.5.5.2.1 -2) (Eq 9.14.5.1 -1) or Cs min= or Fp min= ultimate allowable 0.215 0.577 (Sec 15.5.3.3) (Eq 13.3 -1) Armour Unsderfer Eng, 13456 SE 27th PL., Suite 200, Bellevue, WA 98005 (206) 614 -0949 Project: Savers Tukwila Pg. No: 2 Address: 16700 Southcenter Parkway, Tukwila, WA 98188 Date: 3/15/11 Client: Stantec Job No.: 11130 11130 Savers Tukwila Seismic Soil Values Tue Mar 15 14:24:59 PDT 2011 Conterminous 48 States 2009 International Building Code Zip Code = 98188 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Data are based on a 0.05 deg grid spacing Period Centroid Sa (sec) (g) 0.2 1.429 (Ss) 1.0 0.489 (S1) Period Maximum Sa (sec) (g) 0.2 1.473 (Ss) 1.0 0.507 (S1) Period Minimum Sa (sec) (g) 0.2 1.377 (Ss) 1.0 0.470 (S1) Armour Unsderfer Eng, 13456 SE 27th PL., Suite 200, Bellevue, WA 98005 (206) 614 -0949 Project: Savers Tukwila Pg. No: 3 Address: 16700 Southcenter Parkway, Tukwila, WA 98188 Date: 3/1 5/1 1 Client: Stantec Job No.: 11130 Check Racking for maximum loading from use by Savers 12 93 inch: s Max Live Load on any shelf is for clothing only al 123 inches 4" std step bm 5' 3600 Ibs capacity max load /bay 8640 lbs Seam to Co umn Conn. Capacity = 5108 Column Capacity = 4320 Ibs SIDE VIEW Rack provided by Rangeview Fabricating Inc. GRAVITY LOADING Only clothing will be stacked on the two shelves at a rate 99 5 -. inches Seamwelded Ste 6000 Ibs capac shear and Total load per Beam= 358.75 lbs Maximum load to Column = 717.5 lbs rimum load on Connection Shear 179 lbs aximum bearing stress under PI = 642 psf Assumed Allow Bearing Load = 1500 psf Beam 20 psf Rack Elevations with MFG supplied member and connection capacities 13588 in lbs moment Axial capacity of diag= END VIEW 20 psf «36001bs OK «43201bs OK «51081bs OK 42 inches "I pinned base 144 nches 48 ches 5157 Ibs max = 717.5 Ibs OK Proposed Rack system is adequate for gravity loading Armour Unsderfer Eng, 13456 SE 27th PL., Suite 200, Bellevue, WA 98005 (206) 614 -0949 Project: Savers Tukwila Address: 16700 Southcenter Parkway, Tukwila, WA 98188 Client: Stantec Pg. No: 4 Date: 3/15/11 Job No.: 11130 Lateral Analysis (Worst Case Loading and Direction) max live Toad for Clothing only is 20psf 403 # Shelving bays are 3' -6" x 10' -3" • Wt (LL)= Wt (DL)= Total Wt = Vseis. = Vseis. = 717.5 LBS PER SHELF 150.0 LBS PER SHELF 1735.0 LBS 0.41 x W (See pg2) 312 # 715 LBS Distribution of Seismic OTM 10 ft V2 1 3.5 DL LL Ifotal Wt, fly Height W *H °A, of Load Shear /level level 1 150.00 717.50 867.50 10 1,500.00 0.56 403 level 2 150.00 717.50 867.50 7.75 1,162.50 0.44 312 Seismicforce= 402.63 312.04 Resisting moment about right end V1 868 V2 868 1735 1,735.00 ft x 10 x 7.75 ft x 1.75 x 1.75 Total = 2,662.50 Momt 4026.314 2418.305 6444.618 Momt 1518 1518 3036 Factor of Safety= 3036 = 0.47 not OK 6445 Design base connection for Shear and Uplift rapacity of (1) Hilti Kwik Bolt TZ 1/2" dia bolts in shear = 2839 Ibs > Embedment 2" Tension = 1065 Ibs Spacing reqd 4 1/2" Unity = 2.030654 > (ESR -1917) Unity with (2) Bolts = 1.015327 Alternate Connection Try 1/2" dia MKT SRS -TZ embed 2 -1/2" minimum (ESR -2461) T allow = V allow = Unity = 1304.643 Ibs 2400.357 Ibs 1.749896 Not Good Alternate Connection Try 1/2" dia Simpson Titen HD Screw Anchor embed 3 -1/4" minimum T allow = 1082.5 lbs uninspected V allow = 1325 Ibs Unity = 2.899534 Not Good (ESR 2713) Armour Unsderfer Eng, 13456 SE 27th PL., Suite 200, Bellevue, Total= 715 7.75 ft 715 lbs 1,895 lbs 1.2 Not Good 1.2 OK WA 98005 (206) 6140949 Project: Savers Tukwila Address: 16700 Southcenter Parkway, Tukwila, WA 98188 Client: Stantec Pg. No: 5 Date: 3/15/11 Job No.: 11130 (E) 4" MIN 2.AD UN (MAUL A A STRUCTURE PER MANUFACTURER (E) 3/8" 111K. BASE PLATE WITH NEW (2) 1/2 "C 'HILT1 KB -Tr MIN EMBEDMENT 2 ", SPECIAL INSPECTION REQUIRED 4 4 n ° • a d . <.S' •a, a `! • aS . 4' a a r mcsi N 8" SECTION A -A NOTE PALLET RACK TO HAVE MAX OF (2)SHELVES 0 9Y + 144" ABOVE SLAB .MAX LOADING ON SHELVES IS NOT TO EXCEED 20PSF. BASE PLATE FOR PALLET RACK SSK -1 / Yilfill ei� SCALE: Armour Unsderfer Eng, 13456 SE 27th PL., Suite 200, Bellevue, WA 98005 (206) 614-0 Project: Savers Tukwila Address: 16700 Southcenter Parkway, Tukwila, WA 98188 Client: Stantec Pg. No: SSK 1 Date: 3/1 5/1 1 Job No.: 11130 MEMORANDUM TO: Laurie Anderson 1i� FROM: Brenda Holt �C DATE: 08/22/2011 SUBJECT: Savers/Value Village Permit Number D11 -072 Please draw a check in the amount of $192.48 (one hundred ninety -two dollars and forty - eight cents) to be payable to Interstate Construction Group care of Robert Brazier at 437 29 Street NE, Suite F in Puyallup Washington, 98372. After receiving the permit, the applicant determined that due to the mezzanine in the back room they would be unable to install their racking. Consequently a formal request for permit cancellation and refund has been received and reviewed by the Building Official. He has granted an 80 percent refund of the building permit fees only. This results in the amount of $192.48 being approved to be refunded from the building permit non- residential account: 000.322.100. Please forward the check to me and I will forward it on to the applicant. Thank you! W: \Permit Center \Refunds \Finance Memos\201 I Refund Memos \Refund DI 1 -072.d City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director September 7, 2011 Interstate Construction Group c/o Robert Brazier 437 — 29 Street NE, Ste F Puyallup, WA 98372 RE: Request for Refund Permit Number D11 -072 Savers/Value Village Dear Mr. Brazier, Enclosed is a refund for the building permit applied for on March 17, 2011 and issued on August 9, 2011. The cancellation of this permit requested by Karen Wallace with Stantec Architecture, Incorporated was approved by the Building Official with an eighty percent refund of permit fees. Enclosed you will find a check in that amount: $192.48 (one hundred ninety -two dollars and forty -eight cents). Sincerely, 'ter Marshall it Technician File: Encl Permit No. D11-072 W:\Permit Center \Refunds\Refunds\2011\D11 -072 Permit Refund.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Transmittal Stantec Architecture Inc. 12034 - 134th Court Northeast Suite 102 Redmond WA 98052 Tel: (425) 298 -1000 Fax: (425) 298 -1019 To: Address: Phone: Date: File: Delivery: Jennifer Marshal City of Tukwila Comm Dev 6300 Southcenter Blvd., #100 Tukwila, WA 98188 (206) 431 -3670 August 17, 2011 2007861010/990 Fedex overnight or USPS From: Karen Wallace El For Your Approval 0 For Your Review ❑ As Requested Reference: 16700 Southcenter Pkwy, Savers, Rack permit D11-072 cancellation request Jennifer, We typically have racks that require a permit in the Savers/Value Village stores. However, with this particular store and the lower mezzanine in the back room, it doesn't allow for the typical racking, thus we are requesting the permit be cancelled. Please provide a check for any permit fees to be credited back. I believe the GC paid for the fees, so please provide a check in their name and I will be sure to forward on to them. Thanks, STANTEC ARCHITECTURE INC. Karen Wallace, LEED AP Assistant Project Manager Tel: (425) 298 -1064 Fax: (425) 298 -1019 Karen.W - Ilace@stantec.com / //I/ / One Team.Infinite Solutions. o/K 6170 4 Og`l9�ZOl/ (toli, vio.uo = 41112-mi kaw f projeaW- r- s- Nsavers\2007es1010 n, kwilakdoclur isdiatoMpermimfg12011-08 -17 trans rack permit car,cellation.docx -IL \4 08 -01 -2011 • City of Tukwila 1 Jim Haggerton, Mayor Department of Community Development Jack Pace, Director v KAREN WALLACE 12034 134 CT NE, STE 102 REDMOND WA 98052 RE: Permit Application No. D11 -072 16700 SOUTHCENTER PY TUKW Dear Permit Applicant: In reviewing our current application files, it appears that your permit applied for on 03/17/2011, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Your permit application will expire on 09/13/2011. If you still plan to pursue your project, a written request for extension of your application must be submitted 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 application. If it is determined that an extension is granted, your application will be extended for an addtional 90 days from the expiration date and you will be notified by mail. In the event that we do not receive your written request for extension or request was denied, your permit application will expire, become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, i"1 �— J Bill Rambo Permit Technician File: Permit File No. D11 -072 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 ERMIT COORD COPY• PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -072 DATE: 03/17/11 PROJECT NAME: SAVERS /VALUE VILLAGE RACKS SITE ADDRESS: 16700 SOUTHCENTER PY X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued D P RTMENTS: B II in ivr ( ion Public Works l■ 'Fire Preverltion� C� Planning Division ❑ Structural n Permit Coordinator n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete .711 Comments: Incomplete ❑ DUE DATE: 03/22/11 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required n REVIEWER'S I ITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 04/19/11 Approved 111 Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 Contractors or Tradespeople Peer Friendly Page • General /Specialty Contractor A business registered as a construction contractor with L &I 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 INTERSTATE CONST GROUP INC 2534350949 437 29Th St Ne, Ste F Puyallup WA 98372 Pierce Corporation UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Specialty 1 Specialty 2 602339476 Active INTERCG974QR Construction Contractor 11/19/2003 11/19/2011 General Unused Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status PACIFIF915DU PACIFIC INTERSTATE FCLTY CNTRS Construction Contractor General Unused 3/31/2009 3/31/2011 Expired Business Owner Information Name Role Effective Date Expiration Date PRESCOTT, LARRY President 11/19/2003 Amount LORENZ, KENNETH Vice President 11/19/2003 G24099945002 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 CBIC SF2715 11/13/2003 Until Cancelled $12,000.00 11/19/2003 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 7 WESTCHESTER G24099945002 11/18/2009 11/18/2011 $1,000,000.00 11/18/2010 FIRE INS 6 CHARTER OAK 526D990000F 11/18/2007 11/18/2009 $1,000,000.00 10/29/2008 FIRE INS CO 5 GREAT AMERICAN INS GLP9252761 11/18/2007 11/18/2008 $1,000,000.00 11/08/2007 GREAT 4 AMERICAN E & 5 GL0566441903 11/18/2006 11/18/2007 $1,000,000.00 11/09/2006 INS CO 3 GREAT AMERICAN E & S GL05664419- 11/18/2005 11/18/2006 $1,000,000.0011 /18/2005 INS CO 02 GREAT 2 AMERICAN E & S GL0566441901 11/18/2004 11/18/2005 $1,000,000.00 11/02/2004 INS CO Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx 08/09/2011 r r / \ 1 1 AGES 'Y NOTES CONSTRUCTION TYNE: OCCUPANCY: ZONING: SET =:w PARKING: SPR S: NKLERED: TYPEII - MERC SET' ATIC FIRE SPRINKLERS (UNCHANGED) (UNCI- ANGED) 2; CHANGED) TUC - TUKWILA '. ., ! CENTER; 10, -0 Fp PETTY LINE RETAIL = 4 PARKING FOR EVERY 1,000 NET SF. EXISTING PARKING = 217 SPACES. REMOVING 7 SPACES FOR TCT. 39,222 NET SF REQUIRES 157 PARKING SPACES. 210 PROVIDED. 7U_LY SPRINKLERED PROJECT AREA: 52, vu SF (UNCHANGED) APPLICABLE CODES: JURISDICTION: 2009 & AMENDMENTS, CHAPTER 5 -50 WAC 23O - C (INTERNATIONAL EXISTING _DING 9 IMC & Ak-'DMENTS, CHAPTEF ` -52 WAC 2_309 UPC & AMENDMENTS, CHAPTER 5 -E WAC & 51 -57 WAC 200 NE 2:0 WASHINGTON CITIES ELECTRICAL coui 2009 WASHINGTON SATE ERGY CODE (WSEC), 51 -11 WAC 2009 IFC & AMENDMENTS, CHAPTER 51 -54 WAC LATEST EDITION OF THE "AMERICAN WITH D SABILITIEIS. " WITH ANY STATE AND LOCAL AMENDMENTS `EW PARK I = 210 SPACES. CITY Drn n ,J' c r- Tl I MELT OF COMMUNITY DEVELOPMENT SOUTHCEr T E BLVD, #100 WA 9 ONE: 206.431.3670 FAX: 206.431.3665 PROJiC1 IESCRIPTION RENOVATION OF EXISTING TENANT SPACE IN AID EXISTING BUILT` 1G Tt _ USED AND OCCUPIES 9y 1 SAY :::_.:RS / VALJE VILLAGE AS A RETAIL STORE. i ,URRENT USE (MERCANTILE) AND ZONING (COMMERCIAL) WILL NOT BZ. CHANGED, SITE WORK INCLUDES: RETRIPING EXISTING PA- KING LOT AND REMOVAL OF LANDSCAPING 7: AND TO ALLOW FOR CDC DONATION DROP OFF LOADING /UNLOADING AREA. INTERIOR IMPROVEMENTS INCLUDE: T L RIOR PARTITIONS, FINISHES AND THE ANC - R.ING OF TENANT FIXTURES -0 THE FI_Pr R SLAB. EXTERIOR STRUCTURE ERRED r.- -_ -r'T r INCL_ E !N .. C. AND N1 .T r IAL UP.:. NEER ; ,CvE.RE D TFORM LOADING ES TO E . _IGHTING UPGRADE; STRUCTURAL ENGINEERING FOR ERIOR MITTALS ( -S LN BUILD "Y CO TRACT; R) INCL DES TCH NICAL, PLUMBING, ELEC 1/"11I.1I•y AAIf) ROOK OPENINGS AND JCAL , FIRE ALARM & FIRE T1'KA4 , BUILE »N — SECTION P;;aRK • „z.NT P.) 1, JA9818" � ., „EOLS WALL SECTION MARK DETAIL Er; - D LAN / DETAIL MARK 4 A6.1 1 2 ..T %` 0 -.TION MARK Jr [ i . SHEET NUMBER ETAIL EET NUMBER ENLARGED PLAN / DETAIL NUMBER SHEET NUMBER WINDOW TYPE DOOR TAG ROOMNAME If 101 ROOMNAME AND NUM SHEET NOTES MATCHLINE A —A VCT -1 FINISH TAGS KEY PL "" • PROJECT TEAL. OWNLER WAY S7': C,° )SE- PO B©''' 500; BELLE W VT ES SA SE 6th ST.. STE. 220 JE. :'IA 98004 -5 ,2373 Fax: CONT;�. i .:� 0RF EMAIL: TMORF, @S:: ERS,COM ARCHITECT 52.4678 STANTEC AF71ITECTL :, Inc. 12034 134th COURT NE, TE. 1 REDMOND, WA 98052 425.298.1063 Fax: JNTACT: DUNCAN WALLACE EMAIL: duncan.wailace @stantec.cam 198.1019 STRUCTU A 1 DIBBLE El , INC. 1 029 K1ARK THE - -- :RKL;=.IID. WA 980:33 Ph: 425, CONTACT': EMAIL: 231 Fax: 425.827.6131 STRUCTUP A 1 ARMOUR 3a___... _IR L.._.. 13456 SE 27th PL #2.00 BELLEVUE, WA 980 Ph: 425.614.0949 w:: 425.6114,0950 CONTACT: BILL ARMOUR EMAIL: billa ©o - ng.,,,om OM ...3, LLC ONLY) SEPARATE PERMIT REQUIRED FOR: Mechanic! 14 Electrical Of Plumbing Gas Piping City of Tukwila E liL ll\IG DIVISION REVIS':)NS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal end may include additional plan review fees. 1 'IL my' GENERAL CONTRACTOR -0 CON -ACT FIRE ALARM CONSULTANT TO COORDIIIA T E FIRE ALAR ' CO _ -AC T : MICHAFL M R _ N t Ph: 781.305. "`-;243 E`!,1AIL: m chael.mcrency ©nIscayah.us SHEET IIEX KEY: • 0 SN E _, '.D : ISSUED FOR ......1 r SHEET TITLE 0 EVER SHEET 7 ' >IDEX ABBREVIATIONS / GENER A^ EGRESS PL ARrHITECT: A A2. 'a Ant_ f .7 A i`L, A3.1 A4.1 1 \;,,N . _..— REFLFC� C ME '- Y.I.. D• �, �� fxs.: . s -i - u T 0TURAL DRAWL I � 3 S+iu SIIIUCTURAL NOTES iiisle4wasmommo -- t L -S SUB- CONTRA C T 0 Vro eGSr' ss $?c, RECEIVE AN J ; ATiC E SEND A REQUEST TO rs avers ,com 2'TH THE BID LIST FOR EC- Peri pier! review Approve co ' the voIation of ar of Dew JJV :Lc COPY lo. P Z Nal is sub* -tto ems and onta ._ r of( virk ud omms RECEIVE CITY OF TUK �► MAR 1 i 2011 PEF IT CENTER • CONSULTANT: TUI ? \, WA 98188 ii Inc. ._±I • .NE S +e 102 Tel. ..2' c :. 1 O00 Fax TENANT: SAVERS - k9F. 11400 S.E. eth BEL- LLAGE 334 Tel. 425.462.1515 Fax. 425.451.2250 -s.com amp uaeets .in wilt Q as ,'r�,� r^r -In— Vii:::'..._ 1,17 CF Ye•iV•... .�.. COVER ‘.1-IEET :ET NO.: r 15' -4" I 1 I t I I LOCAL 77 0" III III 103 III 12' -0" E >;I CAL \' ` \s � eti �� .. � ,"fir .• { { COVERED DOCK Al KV K. .�- 1 '7 LIFT RECEIVING 103 103C SHEET NOTES BALE TRAILER ROLLING Tel. 425.298.1000 Fax. 425.298.1019 www.stantec.com 4 '4 4' Q 4 s. WOMENS Tel. 425.462.1515 Fax. 425.451.2250 www.savers.com :. Z • .� 44 . •..4• • . • = • 6 .A • - •41 RACK : 4 , • ch ce RCLLING MENS RACK a CHILDRENS ROWNG RACK a MENS DM 0 DATE Q DO NOT USE FCA CONSTRUCTION LIM UNLESS NTW.ED AND DA71D DMs ENLARGED SITE PLAN - TRUCK LOADING AREAS SCALE: 1/8"=1'-0" 0 4 8 16 24 SCALE: 1/8"=1'.- 0" 32 { 3X10' SORTING TABLE TUB TUB 3'x10' SORTING TABLE MERCANTILE PRODUCTION 102 L WALK -ON C_VPA2T R 2'x4' BENCH RECYCLE 2'x4' BENCH HOUSEWARES MEZZANINE ABOVE 201 %\. /u`}./`r "���'��,,..i�`:d'�s" a'' iz"�.���'�zh�`�<' X. 'i� �Y'�')i�'^3�i`4.� � .>'°•y�� "���> "�.F� � �" \f �: ��� �\ RE -F OU ES I HOUSEWARES EXPANSION 11 n•% 2 POST RACK XW ma 2'-6" 4'•0 MANAGERS DESK (30' AFF COUNTER) GROMMETS @ EA Et & 4' -0 O.C. .4. 2. M `.x4 /\ /< 4 \ �4 ';./ // a• '7,./.,A) ..,. 4 <' . ' 4 �/ , -mot- - . / > // : .. a \ 9 9 / UNO i UNO BOLLARD DETAIL SCALE: 3/4 " =1' -0" • 4 SMOOTH CROWNED MORTAR CAP GALVANIZED STANDARD PIPE FILLED W/ CONCRETE. PRIME AND PAINT TO MATCH BUILDING STANDARD (2 COATS MIN) SILICONE CAULK AT BASE BY CONTRACTOR CROWN FOOTING CAP TO DRAIN ASPHALT PAVEMENT OR CONCRETE WHERE OCCURS. #6 - 14" LONG REINFORCEMENT EACH WAY, WELD TO PIPE COMPACTED SUB GRADE 18 "0 CONCRETE FOOTING (MIN. 2500 PSI) #6 - 14" LONG REINFORCEMENT EACH WAY, WELD TO PIPE PER PLAN f— Tel. 425.298.1000 Fax. 425.298.1019 www.stantec.com 4 '4 4' Q 4 s. f 4 1 220 Tel. 425.462.1515 Fax. 425.451.2250 www.savers.com :. Z • .� 44 . •..4• • . • = • 6 .A • - •41 • STEPS a •' 4 h : 4 , • 4 . . . A j d • 4• . CONCRETE LANDING 1/2" JOINT 2 "CLR (4) #4 BARS EQUALLY SPACED. 12" OC MAX SPACING 41------- EXISTING OR NEW ASPHALT OR PLAN CONCRETE PER PLAN NOTES: 1. CEMENT CONCRETE SHALL BE CL. 6 (3/4) TROWEL FINISH 2. NUMBER OF STEPS SHALL SUIT INDIVIDUAL CONDITIONS WITH UNIFORM TREAD AND RISER DIMENSIONS AS FOLLOWS: 2.1. TREADS SHALL BE 11 "MIN - 1' -0 "MAX 2.2. RISERS SHALL BE 5 "MIN - 7 "MAX 3. STEP WIDTH SHALL BE NO LESS THAN 2' -6" WIDE 4. STEPS WITH 4 OR MORE RISERS MUST INCLUDE HANDRAIL 5. REINFORCING STEEL ASTM A615 GR 60 6. TREAD SLOPES OUTWARD ® 1% 1/2" JOINT M 1' -0" (4) #4 BARS EQUALLY SPACED. 12" OC MAX SPACING 1/2 "R #4 BARS (TYP) 1/2" JOINT 4 CONCRETE LANDING CONCRETE FILL. REINFORCE AS NECESSARY. A CONCRETE STAIRS SCALE: 3/4"=1'-0" MATERIAL PER PLAN 1 -1/4" TO 1 -1 2 1 -1/2" 0 HANDRAILS SURFACE OF RAMP SLOPE 1:12 1:15 1:16 1:20 8.33% 6.67% 6.25% 5.00% ALLOWABLE RAMP LENGTHS MAXIMUM RISE 30 INCHES 30 INCHES 30 INCHES 30 INCHES CO M MAXIMUM HORIZONTAL PROJECTION ACCESSIBLE RAMP & HANDRAIL SCALE: 1/4 " =1' -0" 30.0 FEET 37.5 FEET 40.0 FEET 50.0 FEET t O . S : 2. 2 "0 GALVANIZED GUARDRAIL. PRIME AND PAINT. GALVANIZED HANDRAIL AT STAIRS AND RAMP. PRIME AND PAINT. LENGTH AND HEIGHT PER DETAIL 2/ -. 2 "0 GALVANIZED GUARDRAIL POST. PRIME AND PAINT: SPACED EQ. 5' -0" 0.C. MAX. 3/8 "0 BOLT. EMBED 3 -1/2" MIN. (TYP. 2 PER PLATE) 6 "x6" GALVANIZED STEEL PLATE 3 "x3" STEEL ANGLE EMBEDDED INTO CONCRETE FOAM INSULATION OR OTHER FILLER PER STRUCTURAL CONCRETE PER PLAN GUARDRAIL DETAILS SCALE: 3/4 " =1' -0" 2: �:`; 7 ;7 Vii:_ JUMP START DESK (30' AFF :OUNTER) tp GROMMETS @ EA. END? & 4' -]' O.C. N • CHAIR 5 8 FILE CAB Isp 6' -6" ^^ cc { { { { { { F =9 o®l 1 4-1 4 II " II 4' -0" 4 { { { { O c \_ _— — — A-INO ddO-dObIO Nb'NOC 1. 6" CONCRETE CURB AND SIDEWALK TO MATCH EXISTING. 2. PAINTED DIRECTIONAL ARROWS AND STOP BARS PER PLAN. PAINT "DRIVE —UP DONATION" STRIPING AS SHOWN. COLOR: WHITE. 3. REMOVE 7 STALLS AND LANDSCAPE PLANTER AT NEW CDC DROP OFF LOCATION. 4. REMOVE LANDING, SIDEWALK AND STEPS. 5. REMOVE LANDING, WALL, STEPS, METAL CANOPY AND RAILING. 6. REPAIR CONCRETE WALL AND GUARD RAIL. REPLACE AS NEEDED. CONFIRM WITH OWNER. 7. METAL CANOPY. SEE STRUCTURAL. 8. AWNING PER SIGNAGE VENDOR, FBO. 9. CONCRETE PLATFORM AT 24" AFF WITH STEPS, HANDRAIL AND GUARD RAIL. CONFIRM HEIGHT TO ALIGN WITH FINISHED FLOOR. 10. CONCRETE PLATFORM AT 11" AFF WITH RAMP, STEPS, HANDRAILS AND GUARDRAILS. CONFIRM HEIGHT TO ALIGN WITH FINISHED FLOOR. 11. (E) CONCRETE PAD TO REMAIN. 12. REMOVE EXISTING ASPHALT AND PROVIDE CONCRETE PAD TO MATCH EXISTING. rRNOR CODE CO � y + LIN �\Od• An2i2L-i1 City TuItTlla BUILDING WISP" GENERAL NOTES THIS SITE PLAN IS INCLUDED FOR REFERENCE ONLY. NO SITE WORK IS PROPOSED EXCEPT AS REFERENCED IN THE SHEET & GENERAL NOTES ON THIS SHEET. RE— STRIPE ENTIRE PARKING LOT. EXISTING ADA ACCESSIBLE PARKING AND APRON AT GRADE TO REMAIN. BOLLARD LOCATIONS TO BE CONFIRMED WITH OWNER. -SEE -DETAIL 1/—. ENLARGED SITE PLAN - CDC AREA SCALE: 1/8 " =1' -0" 0 4 8 16 24 32 � I SCALE: 1 /8 " =1' -0" CITY OF TUKKWILA MAR 172011 PERMIT CENTER CONSULTANT: Stantec Stantec Architecture Inc. 12034 134th Court NE Ste 102 Redmond, WA U.S.A. 98052 Tel. 425.298.1000 Fax. 425.298.1019 www.stantec.com TENANT: .. {) SAVERS - VALUE VILLAGE 11400 S.E. 6th ST., STE. BELLEVUE, WA 98004 f 4 1 220 Tel. 425.462.1515 Fax. 425.451.2250 www.savers.com 3/IS/11 pew SUBMITTAL DM 0 DATE DO NOT USE FCA CONSTRUCTION LIM UNLESS NTW.ED AND DA71D DMs JOB MEER 2007861010 DRAWNQ MATED 03.01.11 SEAL: !4Y .`n ^ ARCHTECT JOH' Y..IOHUZO �T ` OF WAS:4=0N AR .1J 2011 = r = DRAWING TITLE: SITE PLAN SHEET NO.: A1.1 MEZZANINE ABOVE 201 STAIRWELL HALLWAY 132 LOCAL BALE TRAILER RECEIVING 103 LOCAL WALK-ON COMPACTOR MEZZANINE ABOVE MANAGER'S OFFICE ( 111 JUMP START OFFICE ( 112 a.WOUn.�� ioN vox I ~I~ •anwosH • SYr °fr^� MERCANTILE PRODUCTION HOUSEWARES HOUSEWARES EXPANSION SHOES EXPANSION \ Y SHOES —WEN— n n n n IF] N i7 M M C7 c9 C9 PI 1 H H H H H H H H H H H H Fl EE I =1 L CRACK I 5' =RAC =5' =RAC] CRACK I 5' =RAC =5 =1RAC CRAC =5 I RAC =RACK =5' =RAC] ERRAC =5 RACK RRAC ERRAC =S I RAC =RNC=S' =RAC m ERRACK II RAC =RAC =5 =RACJ CRAC =5 RAC =RAC =5 =RAC CRAC =S ERRAC =S' RAC =RAC =5 =RAC RAC =RAC =5 =RAC ERRAC =5 RAC =RAC =5 =RACIE CRAC =5 =RAC =RAC =S' =RAC Ind H H 1�1 u 1�1 u R H H jrr� [EirrLi O 4x5 4x5 4x5 4x5 4x5 4x5 MURAL — — EURNITUR1 -- — L BIDS' 1 1 1 I 11 I , 1 L ±J F'1 111 1 I 1 L ±J 1:111 TYP. CK =5 =A C = 5 =A CRACK =5 =RAC_LS'J —ICJ CRACK =5' =RAC =S' =RA I =I ImI lol Iml CRAG =S =RAC =5=RA CRACK =5' =RAC =S' =RA c n- T -I -1 U_LJ_L1_U n- T -n U_L1_LJ._U n- -r- 1-r- -r -I-1 U_L1_L1_U n-r-f - 1 -7 -I-1 U_LJ_L1_U n- r- r -I- -r -n U_LJ_L1_U 1-1- T-1 r T it U_LJ_L1 -U n r� rr n K1NO ddO -dOtIa NOI1VNOa MEZZANINE ABOVE t MERCANTILE PRODUCTION ELECTRICAL BREAK ROOM E=E ±EEE3 j - - I °I 00 EE= E ±E-E I Ir P-1 I La Le) L —i 1 r r— —r —r„ L HALLWAY, EXIT VESTIBULE 106 FIXTURE PLAN 4.141 • 0 \/ IuI [111111 I1111111I(I Ii i [I I I I I I I 0 3 6 9 12 24 SCALE: 332 " =1' -0" 36 JANITOR 124 m MEN'S ROOM SHEET NOTES 1. PALLET RACK, SEE STRUCTURAL CALCULATIONS FOR ANCHORAGE DETAIL. 2. GONDOLAS, FTIT. 3. MURAL, FTIT. riviENED FOR 1 CODE COMPLIAKE -'v' 710V7 AFR 2 1 2.611 City of'N W AAIa BUILDING fi \iiSifr' GENERAL NOTES 1. GC TO VERIFY LIGHTING HEIGHT AT PALLET RACKING DOES NOT INTERFERE WITH PALLET JACK OR FORKLIFT. 2. SEE STRUCTURAL PALLET RACK CALCULATIONS FOR ANCHORAGE DETAIL. I LEGEND ENTRY VESTIBULE FOT) WOMEN'S ROOM 122 RECEIVED u CITY OF TUKW ILA MAR 17 2011 PERMIT CENTER APPROVAL BLOCK EQUIPMENT PLAN APPROVED BY SAVERS ON FEBRUARY 25, 2011. CONSULTANT: Stantec Stantec Architecture Inc. 12034 134th Court NE Ste 102 Redmond, WA U.S.A. 98052 Tel. 425.298.1000 Fax. 425.298.1019 www.stantec.com TENANT: SAVERS - VALUE VILLAGE 11400 S.E. 6th ST., STE. 220 BELLEVUE, WA 98004 Tel. 425.462.1515 Fax. 425.451.2250 www.savers.com 1 1 11, IMMININIIIIIM 111111 111111 a.WOUn.�� ioN vox I ~I~ •anwosH • SYr °fr^� MERCANTILE PRODUCTION HOUSEWARES HOUSEWARES EXPANSION SHOES EXPANSION \ Y SHOES —WEN— n n n n IF] N i7 M M C7 c9 C9 PI 1 H H H H H H H H H H H H Fl EE I =1 L CRACK I 5' =RAC =5' =RAC] CRACK I 5' =RAC =5 =1RAC CRAC =5 I RAC =RACK =5' =RAC] ERRAC =5 RACK RRAC ERRAC =S I RAC =RNC=S' =RAC m ERRACK II RAC =RAC =5 =RACJ CRAC =5 RAC =RAC =5 =RAC CRAC =S ERRAC =S' RAC =RAC =5 =RAC RAC =RAC =5 =RAC ERRAC =5 RAC =RAC =5 =RACIE CRAC =5 =RAC =RAC =S' =RAC Ind H H 1�1 u 1�1 u R H H jrr� [EirrLi O 4x5 4x5 4x5 4x5 4x5 4x5 MURAL — — EURNITUR1 -- — L BIDS' 1 1 1 I 11 I , 1 L ±J F'1 111 1 I 1 L ±J 1:111 TYP. CK =5 =A C = 5 =A CRACK =5 =RAC_LS'J —ICJ CRACK =5' =RAC =S' =RA I =I ImI lol Iml CRAG =S =RAC =5=RA CRACK =5' =RAC =S' =RA c n- T -I -1 U_LJ_L1_U n- T -n U_L1_LJ._U n- -r- 1-r- -r -I-1 U_L1_L1_U n-r-f - 1 -7 -I-1 U_LJ_L1_U n- r- r -I- -r -n U_LJ_L1_U 1-1- T-1 r T it U_LJ_L1 -U n r� rr n K1NO ddO -dOtIa NOI1VNOa MEZZANINE ABOVE t MERCANTILE PRODUCTION ELECTRICAL BREAK ROOM E=E ±EEE3 j - - I °I 00 EE= E ±E-E I Ir P-1 I La Le) L —i 1 r r— —r —r„ L HALLWAY, EXIT VESTIBULE 106 FIXTURE PLAN 4.141 • 0 \/ IuI [111111 I1111111I(I Ii i [I I I I I I I 0 3 6 9 12 24 SCALE: 332 " =1' -0" 36 JANITOR 124 m MEN'S ROOM SHEET NOTES 1. PALLET RACK, SEE STRUCTURAL CALCULATIONS FOR ANCHORAGE DETAIL. 2. GONDOLAS, FTIT. 3. MURAL, FTIT. riviENED FOR 1 CODE COMPLIAKE -'v' 710V7 AFR 2 1 2.611 City of'N W AAIa BUILDING fi \iiSifr' GENERAL NOTES 1. GC TO VERIFY LIGHTING HEIGHT AT PALLET RACKING DOES NOT INTERFERE WITH PALLET JACK OR FORKLIFT. 2. SEE STRUCTURAL PALLET RACK CALCULATIONS FOR ANCHORAGE DETAIL. I LEGEND ENTRY VESTIBULE FOT) WOMEN'S ROOM 122 RECEIVED u CITY OF TUKW ILA MAR 17 2011 PERMIT CENTER APPROVAL BLOCK EQUIPMENT PLAN APPROVED BY SAVERS ON FEBRUARY 25, 2011. CONSULTANT: Stantec Stantec Architecture Inc. 12034 134th Court NE Ste 102 Redmond, WA U.S.A. 98052 Tel. 425.298.1000 Fax. 425.298.1019 www.stantec.com TENANT: SAVERS - VALUE VILLAGE 11400 S.E. 6th ST., STE. 220 BELLEVUE, WA 98004 Tel. 425.462.1515 Fax. 425.451.2250 www.savers.com 1 1 11, 111111 111111 111111 a.WOUn.�� ioN vox I ~I~ •anwosH • SYr °fr^� MERCANTILE PRODUCTION HOUSEWARES HOUSEWARES EXPANSION SHOES EXPANSION \ Y SHOES —WEN— n n n n IF] N i7 M M C7 c9 C9 PI 1 H H H H H H H H H H H H Fl EE I =1 L CRACK I 5' =RAC =5' =RAC] CRACK I 5' =RAC =5 =1RAC CRAC =5 I RAC =RACK =5' =RAC] ERRAC =5 RACK RRAC ERRAC =S I RAC =RNC=S' =RAC m ERRACK II RAC =RAC =5 =RACJ CRAC =5 RAC =RAC =5 =RAC CRAC =S ERRAC =S' RAC =RAC =5 =RAC RAC =RAC =5 =RAC ERRAC =5 RAC =RAC =5 =RACIE CRAC =5 =RAC =RAC =S' =RAC Ind H H 1�1 u 1�1 u R H H jrr� [EirrLi O 4x5 4x5 4x5 4x5 4x5 4x5 MURAL — — EURNITUR1 -- — L BIDS' 1 1 1 I 11 I , 1 L ±J F'1 111 1 I 1 L ±J 1:111 TYP. CK =5 =A C = 5 =A CRACK =5 =RAC_LS'J —ICJ CRACK =5' =RAC =S' =RA I =I ImI lol Iml CRAG =S =RAC =5=RA CRACK =5' =RAC =S' =RA c n- T -I -1 U_LJ_L1_U n- T -n U_L1_LJ._U n- -r- 1-r- -r -I-1 U_L1_L1_U n-r-f - 1 -7 -I-1 U_LJ_L1_U n- r- r -I- -r -n U_LJ_L1_U 1-1- T-1 r T it U_LJ_L1 -U n r� rr n K1NO ddO -dOtIa NOI1VNOa MEZZANINE ABOVE t MERCANTILE PRODUCTION ELECTRICAL BREAK ROOM E=E ±EEE3 j - - I °I 00 EE= E ±E-E I Ir P-1 I La Le) L —i 1 r r— —r —r„ L HALLWAY, EXIT VESTIBULE 106 FIXTURE PLAN 4.141 • 0 \/ IuI [111111 I1111111I(I Ii i [I I I I I I I 0 3 6 9 12 24 SCALE: 332 " =1' -0" 36 JANITOR 124 m MEN'S ROOM SHEET NOTES 1. PALLET RACK, SEE STRUCTURAL CALCULATIONS FOR ANCHORAGE DETAIL. 2. GONDOLAS, FTIT. 3. MURAL, FTIT. riviENED FOR 1 CODE COMPLIAKE -'v' 710V7 AFR 2 1 2.611 City of'N W AAIa BUILDING fi \iiSifr' GENERAL NOTES 1. GC TO VERIFY LIGHTING HEIGHT AT PALLET RACKING DOES NOT INTERFERE WITH PALLET JACK OR FORKLIFT. 2. SEE STRUCTURAL PALLET RACK CALCULATIONS FOR ANCHORAGE DETAIL. I LEGEND ENTRY VESTIBULE FOT) WOMEN'S ROOM 122 RECEIVED u CITY OF TUKW ILA MAR 17 2011 PERMIT CENTER APPROVAL BLOCK EQUIPMENT PLAN APPROVED BY SAVERS ON FEBRUARY 25, 2011. CONSULTANT: Stantec Stantec Architecture Inc. 12034 134th Court NE Ste 102 Redmond, WA U.S.A. 98052 Tel. 425.298.1000 Fax. 425.298.1019 www.stantec.com TENANT: SAVERS - VALUE VILLAGE 11400 S.E. 6th ST., STE. 220 BELLEVUE, WA 98004 Tel. 425.462.1515 Fax. 425.451.2250 www.savers.com 1 3/16/11 PERMIT SUBIA11TAL DM p DATE REVEIONBAN.EITIONE8 PAM DO NOT ME UPLB39 MIALED FOR OONBTRUCFION NOR AND DATED, DAM JOB NUM3ER 2007861010 DRAWING CIEATEDI 03.01.11 SEAL 1F' .,i,141TECT #i W. JOHI' SON TE OF WASHVGTOt MAR 1 5 2011 DRAWING 11TI E: FIXTURE PLAN SHEET NO.: A2.5