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Permit D06-359 - Wig Properties - Detention Vault
WIG PROPERTIES 17200 SOUTHCENTER PY D06 -359 Parcel No.: 2623049081 Address: 17200 SOUTHCENTER PT TUKW Suite No: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.atukwila.wa.us Tenant: Name: WIG PROPERTIES Address: 17200 SOUTHCENTER PY , TUKWILA WA Owner: Name: J C PENNEY CO INC #9509.1 Address: PROP TAX OFFICE , PO BOX 10001 75301 Phone: Contact Person: Name: MIKE WEFLEN OR LESRTA WIG Address: 4811 134 PL SE , BELLEVUE WA 98006 Phone: 425 957 -4774 Contractor: Name: WIG PROPERTIES LLC -SS Address: 4811 134TH PL SE , BELLEVUE WA 98006 Phone: (425)641 -2044 Contractor License No: WIGPRPL945N3 DESCRIPTION OF WORK: CONSTRUCT STORMWATER DETENTION VAULT ONSITE Value of Construction: Type of Fire Protection: Type of Construction: doc: IBC -10/06 City of Tukwila $500,000.00 DEVELOPMENT PERMIT Fees Collected: $6,617.67 International Building Code Edition: 2003 Occupancy per IBC: * *continued on next page ** Permit Number: D06 -359 Issue Date: 10/27/2006 Permit Expires On: 04/25/2007 Expiration Date: Steven M. Mullet, Mayor Steve Lancaster, Director D06 -359 Printed: 10-27 -2006 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Water Meter: Permit Center Authorized Signature: Signature: 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: htto: / /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: Start Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: N I hereby certify that I have read and 1'St permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complie • ther 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 perforfnanc f work. I am authorized to sign and obtain this development permit. Print Name: L c S � (Jut I This permit shall become null and void if the worry 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 Number: D06 -359 Issue Date: 10/27 /2006 Permit Expires On: 04/25/2007 Size (Inches): 0 End Time: Fill 0 c.y. End Time: Date: 1/0(214" Date: /0/ 2-q- l `q:. Steven M. Mullet, Mayor Steve Lancaster, Director doc: IBC -10/06 006-359 Printed: 10 -27 -2006 Parcel No.: 2623049081 Address: Suite No: Tenant: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite /1100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.cttukwila.wa.us 17200 SOUTHCENTER PT TUKW WIG PROPERTIES 1: ** *BUILDING DEPARTMENT CONDITIONS * ** PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D06 -359 ISSUED 09/26/2006 10/27/2006 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: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 5: 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. 6: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The fugal 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. 7: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 8: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 9: 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. doc: Cond - 10/06 * *continued on next page ** D06 -359 Printed: 10 -27 -2006 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.cttukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: Print Name: Date: / 0/9-7/24, doc: Cond -10/06 006 -359 Printed: 10 -27 -2006 Site Address: A \2 S ,���r c,,t c,)ei Tenant Name: Property Owners Name: t J r x f f et e c, t L C CS Mailing Address: (Plt 13-t\ fi L Sf CSC ktcy. City Name: 1 t Mailing Address Company Name: Mailing Address: Company Name: Mailing Address: CITY OF TUKWILA Public Works Department Permit Center 6300 Sout /tcenter alvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us (cr LJ S c2 ' N. E -Mail Address: 3L /AA - Nr rtJ Ct-1 0 \ \, C -7r) Contact Person: Q...0:1 Cyr 7 f , 79 e-c �x�s V es.c : Q \Applications\Forms- Applications On Line\3 -3.006 - Public Wods Permit Application doe Revised 4 -2006 bh PUBLIC WORKS PERMIT APPLICATION 1c S�a r 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 ** King Co Assessor's Tax No.: Cl E -Mail Address: 1 (N`° f \e(\L Cr- S ( ° , ' - City AY PtCY Suite Number: Floor: New Tenant: f . ... Yes ❑ ..No (,( )c State Day Telephone: S l7 r'j /'j r ; - 2 v .. 9 25/ yS a -4 y j State Zip Zip Fax Number: 9 Z 5 / r eG t3 ` Lj ci? LLC- >S Contact Person: ef-i e 4 S AS, e E -Mail Address: Contractor Registration Number: State Zip City Day Telephone: Fax Number: Expiration Date: 1IITi CT:'OF I2K ,Q,• plans must [�`s "tampcd� Company Name: 7 Mailing Address: City Contact Person: A t - \ u - 01-00 or Syr, n y V t nc r= f Day Telephone: r j 2 r> () Fax Number: State Zip A11 plans must be net stamped by Engmeer'pf Recor City Day Telephone: 2 c(, / 32? - `\ S M t{ E -Mail Address: J t A (e0_1,21‘ n c C'r? e• Fax Number: bee=t State Zip Page 1 of 3 BUILDING PERMIT INFORMATION - 206 -431 -3670 Q.UpplitadmutFomm- Applications On Iine'33006 - Permit Applicaliondoc Revised: 9-2006 bit Valuation of Project (contractor's bid price): $ 5oo 000 Existing Building Valuation: $ Scope of Work (please provide detailed information): Con ++ 9C S orrtiO•cle c tf to en -`mn to \ B e' sate c, AA C S cc5 Will there be new rack storage? ❑ Yes ❑.. No If yes, a separate permit 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 ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ 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 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 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 Type of , Occupancy per l" Floor r 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 Q.UpplitadmutFomm- Applications On Iine'33006 - Permit Applicaliondoc Revised: 9-2006 bit Valuation of Project (contractor's bid price): $ 5oo 000 Existing Building Valuation: $ Scope of Work (please provide detailed information): Con ++ 9C S orrtiO•cle c tf to en -`mn to \ B e' sate c, AA C S cc5 Will there be new rack storage? ❑ Yes ❑.. No If yes, a separate permit 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 ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ 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 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 current septic design approved by King County Health Department. Page 2 of 6 A of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject ,,ossibie revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review— Applications for which no pennit 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 105.3.2International 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 O O UTHORIZED AGENT: Signature: � � � Date: 9 Print Name: Les ity e LA 1 Day Telephone: 9 2_S/ °t5 �' - k aR Y Mailing Address: S cite, a. 49 - a, cY r Date Application Accepted: I A 1 O Q:Uppliw'vu■'amrApplinliwu On LiMI -1006 -Pgmil Appliouion.dm: aeviwd: 41006 Date Application Expires: 0747:::flao, City State Zip Staff Initials: Page 6 of 6 Receipt No.: R06 -01729 Payee: WIG PROPERTIES, LLC -SS ACCOUNT ITEM LIST: Description doc: Receipt -06 BUILDING - 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 RECEIPT Parcel No.: 2623049081 Permit Number: D06 -359 Address: 17200 SOUTHCENTER PY TUKW Status: APPROVED Suite No: Applied Date: 09/26/2006 Applicant: WIG PROPERTIES Issue Date: Initials: JEM Payment Date: 10/27 /2006 02:34 PM User ID: 1165 Balance: $0.00 TRANSACTION LIST: Type Method Description Amount Payment Check 1460 4,012.48 Account Code Current Pmts 000/322.100 4,007.98 000/386.904 4.50 Total: $4,012.48 Payment Amount: $4,012.48 1206 10/27 9716 TOTAL P401 2:40-27-2006 ACCOUNT ITEM LIST: Description Current Pmts PLAN CHECK - NONRES City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 2623049081 Permit Number: D06 -359 Address: 17200 SOUTHCENTER PY TUKW Status: PENDING Suite No: Applied Date: 09/26/2006 Applicant: WIG PROPERTIES Issue Date: Receipt No.: R06 -01511 Payment Amount: 2,605.19 Initials: JEM Payment Date: 09/26/2006 11:22 AM User ID: 1165 Balance $4,012.48 Payee: WIG PROPERTIES, LLC -SS TRANSACTION LIST: Type Method Description Amount Payment Check 1406 2,605.19 Account Code ` 000/345.830 2,605.19 Total: 2,605.19 0138 09/26 9716 TOTAL 2605.19 doc: Receipt Printed: 09 -26 -2006 COMMENTS: a 3 -,-, 7-,., / /fy,✓ /;o7, ��✓ !-,L� r 4 - 6 - - - e 9 sr < T,1- o / /i /fir/ f , T� s -7 Lig h o 77 a(tScNAlf tO gi5d q 5- J) /� / J'�i r7 / ~ /� /ti Pr Project: T Type of lnspectiop: V V INSPECTION RECORD Retain a copy with permit INSP €CTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ¢ 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431- Approved per applicable codes. Corrections required prior to approval. Insjectoil: Date: .00 REINSPECTION FEE REQUIRED. Prior o inspection. fee must be pa at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Project: 6.S„, eirIA4 tt Type of Inspection: / 7, 1 --yiii \,, Address: A trr . Date Called: I . 1172/5» Spec Instructions: Date Wanted: � � 5 SJ `'� / . m. P.m. Requester: / Phone No: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. PER (206)431 -3 Corrections required prior to approval. COMMENTS: l / C Pp —7 ;e , 4 $58,00 REINSPECTION FEE REQUIRED. Prior o inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Cal the schedule reinspection. 'Receipt No.: !Date: l -. �..,..•. Project: or /' _ Type of inspection: /. i/_ , Address: ' /7 7. 0 0 Cr. c./,. A Date Called: Speci I Instructions: to Wanted: X a.m. Requester: Phone No: ,COP 53 -2-6S/ INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit 0 Corrections required prior to approval. COMMENTS: 77d 4 v t?/ 4 r f 7F rnP/'u<l'P Da)7_ 7/ $58.00 REINSPEC ON FEE REQ ED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: (Date: Project: b7 /6 (l eWt ',3 11 64/e //42/&/ Type of Inspection: U � ,P 1 ,4 / gdAKif //' Address: / 7200 S(1>//6e.'& P`-f Date Called: Special Instructions: Date Wanted: / /' /y'D cr ( m P.m, Requester: Phone No: 5O9 53 z63/ (Receipt No.: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PER (206 431.36 Corrections required prior to approval. COMMENTS: Orr° / ?acvn2i «11 s -rap An .f �f Inspector: Date: ri $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Date: Project: -/ •+ 1 /./�7' [0 • ce.r Type of Ins ection: \J 7) Sl1P�i� Adds � ate Ca Special Instructions: D Want j �„ p.m. Requester: Phone No: Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION PERMIT NO. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206 411 -3670 El Corrections required prior to approval. COMMENTS: P PAri -.// s4 V 4;7, p 21 &en /er/ r/ i, �" . Inspect Date: 1/ i,� $58.00 ylt'PECTION FEE REQUIRED. Prior to inspection, fee must be paid at . 00 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: !Date: ity OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number. 70128 Description: Epoxy Grouting (Rebar) CONSTRUCTION INSPECTION REPORT Protect Southcenter Square Permit Number. Address: 17200 Southcenter Parkway, Tukwila Job Number. 83 Client Wig Properties LLC — SS Client Address: 4811 134"' Place SE, Bellevue Inspector and Date Remarks Dwayne Helgeson Anived on site to witness the epoxy grouting of 142 total #4 rebar for slab dowels at slab on grade 11/2/2007 infill center of room (Jambe Juice Building). Dowels were placed at 1T on center throughout area, with 5° of embedment All holes were brushed and blown free of debris prior to epoxy grouting into place. Conforms Copies to: Owner X Contractor X Architect X Building Dept. Technical Responsibility: X Engineer David Lyal, Technical Director This report applies only to the Items tested or reported and Is the exclusive property of Otto Rosenau 8 Associates, Inc, Reproduction of this report, except in foil, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 7254600 or 1- 888- OTTOI4US - Fax (206) 723 -2221 Form No.: ADMIN-63-01 (Rev 05'03) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing CONSTRUCTION INSPECTION REPORT RECEIVED Report Number: 69402 0CI 2 9 2001 Description: Epoxy Grouting ( Rebar) Project Southcenter Square Permit Number. D06 -359 DEVELOPMENT Address: 17200 Southcenter Parkway, Tukwila Job Number. 06 -683 Client Wig Properties LLC- SS Client Address: 4811 134 Place SE, Bellevue Inspector and Date Remarks Darren Reid Arrived on site to witness installation of #4 rebar, epoxied with a minimum embedment of 5° into 10/5/2007 holes drilled 5/8° in diameter using Hiki HY150 epoxy, ES 5193, expires 10/2007, at slab infill (Unit 112). AR work per manufacturer's specifications. Rebar Is #4, grade 40, S -A615. Conforms Copies to: Owner X Contractor X Architect X Building Dept. Technical Responsibility: X Engineer This report applies only to the Hems tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (208) 725 -4600 or 1-888-OTTO-4-US - Fax (206) 723 -2221 Form No.: ADMIN -63-01 (Rev 05/03) GEOTECH CONSULTANTS, INC. I 4/thrilling 2ii fear,. 1 Gi.:i1106 Wig Properties 4811 — 134th Race Southeast Bellevue. Washington 98006 Attention: Mon Nig Subject: Geotechnical Observations During Foundation Preparation for Detention Vaults Scutncenter Square 17201 Southcenter Parkway Tukw'a, Washington Dear Mr. Wig: Representatives of Geotech Consultants, Inc. have observed the excavation and foundation sub - grade preparation for the four stormwater detention vaults that have been constructed at the sub- ject site. This work has been completed in conjunction with other site earthwork for buildings. utilities, and pavements. There are two detention vaults located in the southeastern corner of the property, one large vault in the south. central portion of the site and a fourth vault in the northwestern portion of the property. We observed the excavations for all four of these vaults. The excavation for the two southeastern vaults did not extend through the old compacted fill that underlies the entire project site. The soil conditions at the base of the excavation for these two vaults were suitable for support of the vault foundations and slab. The excavations for the other two vaults extended deeper and reached through the old compacted fill to the underlying alluvial soils. In both of these vault excavations, a minimum of 2 feet of additional soil was removed and replaced with imported quarry spalls. This provided a suitable subgrade for support of both the northwestern and the south, central vaults Based on our observations, :he completed subgrades in ali four vault excavations were suitable for support of the vaults and their siabs. MRM: iyb - ms s EXPIP .s 11 i „. 7 cc'. Mike Weflen via email mweiien©ccserjnm via email: monwrg @wigpropemes.con; Respectfully submitted, GECTECH CONSULTANTS. INC. Marc R. McGinnis. P E. Principal GECTECK CONSULTANTS NC 13 NorthLa5t 2LOi Srrcc - . Snn. Rrlevuz. �4. 74.6Fr' FAX = "_517 ❑ • June 6, 2007 JN 04318 - 09/11/2007 10:04 2067232221 . • April 9, 2007 City of Tukwila Building Department 6200 Southcenter Boulevard Tukwila, Washington 98188 Project: Southcenter Square - Vaults Address: 17200 Southcenter Parkway, Tukwila Job Number. 06 -683 We state that the work requiring special inspection was, to the best of our knowledge, in conformance with the approved plans and specifications and the applicable workmanship provision of the building code. Our knowledge is limited to our reports. All typewritten reports have been mailed to your office or are enclosed. All reports appear to be complete. This report should not be considered as a warranty for conditions and/or details of the building. Items Inspected are: 1. Reinforcing steel 2. Reinforced concrete 3. Grout of hollow core planks 4. Epoxy grouting Sincerely, 01 TO ROSENAU & ASSOCIATES, INC. n CO,-- nay,(. 0%°C-4- Susan Rosenau -Moser Vice President Fax c: Wig Properties Attn: Mike Weflen OTTO ROSENAU PAGE 01/01 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing 6747 M. L. King Way South, Seattle, Washington 98118 -3216 USA TN: (106) 7254800 • Toll Free: (868) OTTO-4-US • Fax: (206) 7232221 ME W2E5913684 • WAeO Register Agency • Webs$e ... www.otMNsessu.com Permit Number(s): 006 -359, 006.462, D06 -460, 006 -461 OTTO ROSENAU & ASSOCIATES, INC. April 9, 2007 City of Tukwila Building Department 6200 Southcenter Boulevard Tukwila, Washington 98188 Project: Southcenter Square — Vaults Permit Number D06 -35 , 006 -462 006 -460, D06 -461 Address: 17200 Southcenter Parkway, Tukwila Job Number. 06 -683 We state that the work requiring special inspection was, to the best of our knowledge, in conformance with the approved plans and specifications and the applicable workmanship provision of the building code. Our knowledge is limited to our reports. All typewritten reports have been mailed to your office or are enclosed. All reports appear to be complete. This report should not be considered as a warranty for conditions and/or details of the building. Items inspected are: 1. Reinforcing steel 2. Reinforced concrete 3. Grout of hollow core planks 4. Epoxy grouting Sincerely, OTTO ROSENAU & ASSOCIATES, INC. Susan Rosenau -Moser Vice President Fax c: Wig Properties Attn: Mike Weflen Geotechnlcal Engineering, Construction Inspection & Materials Testing 6747 M. L. King Way South, Seattle, Washington 98118 -3218 USA Tel: (206) 725 -4600 • Toll Free: (888) OTTO-4-US • Fax: (206) 723 -2221 WBE W2F5913684 • WABO Registered Agency • Website: www.ottorosenau.com RECEIVED DEVELOPMENT RICHARD RIMS= & ASSOCIATES, INC. - CONSULTING ENGINEERS 1605 12TH AVENUE • suns 18 SEATTLE, WASHINGTON 98122 GUAM= BY IPA+ 0 ." 206-324-6160 • Fax 206-324-6248 rhudsanehudsonengtheers.com . I ! • : !• ; • s e m 1 T 1 ,-• six.? IA"n • • •• I ! L .• . • • - /amv ......... ,,.• ; Ili, got .. txt ...._;_ ___...... ! , i 1 1 I , r 1 i i , . . . 1 , , 1 r • I ; - i -.i--1 ; ; ; 1 Fl . ; ' • I LI • I , ' . ' • 7 • ; ; 1 • I - I" • i i , ,. j , . . . I + • .. _ r t .....P.f&.44?--Thf. l t r w ski.,.... .-6(;) r 21 E; . , 0, t6h1* T "1 1, 1 5 +- 0 Ef ( __5_)_.tj 511 --- . i i 1 i ! 1 ; 1 1 r A ; ........I 1 . . . . ..L.. E.. ..., *. : I • Im;n4 it...NJ : Lurciapl : Mkt $ 5 ' : • 1 : • j r — I - 1 - '-' •-• • --- '--- .1 _;. • , ! '', 1 VIEly, #.4, - i C • --•••• ; , 1 1- 1 • • , • ,. ,. 1 .-- •',. - - ! • -:• - _.--CL-- e*A1 , # . 434 itt. 44. 1 4 ces.(f,t) i . , , • . T EO/TO 39Vd I ; I I • .11 ' -ti ."1" -fr—er x 15) Iv i • • Jcs—a satitv Vattlk sHEETNo. • IN3Ifild0131111 OVIVES HEGEL:IT 4 ' . • .1.. TaVarrilfw 1 •, Scif 2462 — onfriticar • '.- PERMITo814 • 4 81798998Sn, L 0 6 90 9:11 0Z/93/6 , , RICBARD 1117DSON & ASSOCIATBS, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE. WASHINGTON 98122 206- 324 -6160 ' Fax 206- 324 -6248 rhudson@huthonengineera.com • • E0 /Z0 30Cd IN3NdO13f13G Od1V3S a &Jig C omen+ ' 1N [v -c Vcca t- Ctak 2_ 0 12.4 SHEET' CALM:WED BY 1317 ; - -+ t -om ) I is1 - - rx —.r ZS�j li = ; ice ;- • i f I • r ( 8b989989Zh OF 3 wav 7 J EXo 89 :11 90A7l97/sa RICHARD HUDSON Se ASSOCIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • BUTTE 18 SEATTLE, WASHINGTON 98122 206.324 -6160 • Fax 206 -3 -6248 rhudson@hudsonenginee rs. com CO/E0 39Vd SHEET NO. nr 4:Ua, w {' Vou.at". . @trr _ oC -S4� -w ,... S h TI2uirk_ s t iLHNk- �a�.� ` ,,lam 191, I ti 1N3Wd01363Q OClv3S .a. Ct,.44'1/4CAAA tr7 ()Ali Vaal+ c '-Qc. 3 of 3 • CALCUUM BY 1 ogre tel 879859853h BG:Tt April 27, 2007 Leshya Wig Wig Properties, LLC 4811 134 Pl SE Bellevue WA 98006 RE: Request for Extension Development Permit No. D06 -351, 006 -359 & 006 -387 Wig Properties —17200 Southcenter Py Dear Ms. Wig: This letter is in response to your written request for an extension to Permit Numbers D06 -351, D06 -359, and D06 -387. The Building Official has reviewed your letter and considered your request to extend the above referenced permits. The City of Tukwila Building Division will be extending the expiration date of D06 -351 and D06 -387 for an additional 180 days (through October 24, 2007). Permit D06 -359 is not being extended at this time since the discussion provided in your request did not apply to this permit. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, ifek arshall t echnician File: Permit No. D06 -351, 359, 387 City of Tukwila Department of Community Development Steve Lancaster, Director P:VenniferExtension LeaersWenmts\200SD06-351, 359, 387 Permit Extensioadoc Page 1 of 1 jem Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206- 431 -3665 4811 134 Place SE, Bellevue WA 98006 Tel: 425- 747 -8540, Fax: 425- 865 -8648 April 12, 2007 Mr. Bob Benedicto City of Tukwila c dig's° n NSA- -4r, RE: Permit Extension for D06- 351006- 359,D06 -387 b " ° 17200 Southcenter Parkway Tukwila, WA Dear Mr. Benedicto, We recently received three letters from the City of Tukwila notifying us that the above referenced permits will expire later this month. I am writing to request an extension for these permits. Although the north and south slabs were poured many months ago, the pour strips at the perimeter of these buildings were left open. Most of the pour strip area on the north and south slabs were then poured at the end of March. Our concrete inspector waits 28 days after their last pour before issuing their inspection report. My understanding is that this inspection report is required to call in a final inspection to the City. For your information, the pour strips on the east end of these buildings (where the sewer line goes in) on the north and south buildings will not be poured until the time of completing the individual tenant improvements. Please let me know if the City prefers that we complete the finals on the north and south slab as soon as we receive the inspection report or if the City would like us to wait until the entire pour strips have been completed. Thank you for your help on this matter! Sincerely, Leshya Wig Wig Properties, LLC (425) 9574774 pd, Y osfro i,v 3l usjn- Pk( Wig Properties, LLC o ON P ' S51 a J DOG -3 fb7 04-17 -2147 PERArt SEW 04 -05 -2007 MIKE WEFLEN OR LESHYA WIG 4811 134 PL SE BELLEVUE WA 98006 RE: Permit No. D06 -359 17200 SOUTHCENTER PY TUKW Dear Permit Holder: 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 and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each. Extension requests must be in writhe! and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 05/20/2007 , your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Ter Marshall, Permit Technician xc: Permit File No. 006 -359 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206 431 - 3665 January 17, 2007 Leshya Wig Wig Properties LLC 4811 — 134th Place SE Bellevue, WA 98006 RE: Refund Southcenter Square —(006 -359) Dear Leshya: Enclosed please fmd a check in the amount of $1,283.90 for the permit fee difference based on the contract bid you provided for detention vault for the above referenced project. . If you should have any questions, please contact our office at (206)431 -3672. Sincerely, Brenda Holt Permit Coordinator encl xc: Permit No. D06 -359 Q:\Southcenter Square\W6 -359 - Refund Letter.DOC bh City of Tukwila Steven M Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Memo sea Ja 4444,4.. 4, wri To: Laurie Anderson From: Brenda Holt her Re: D06-359 Please refund the following fees to Wig Properties LLC. City of Tukwila Permit Center Building Permit Fee $1,283.90 The contractor's bid price was less than what was given at the time of permit issuance. See attached. Please make the check out to Wig Properties LLC and I will forward it to them: Wig Properties LLC 4811 -134 Place SE Bellevue, WA 98006 Xc: File No. D06 -369 QISo W center Square006999 - refund memo.doc bb 4811 134 Place SE, Bellevue WA 98006 Tel: 425- 747 -8540, Fax: 425- 865 -8648 December 7, 2006 Mr. Bob Benedicto City of Tukwila 6300 Southcenter Blvd. Tukwila, WA RE: D06 -359 17200 Southcenter Parkway Tukwila, WA Dear Mr. Benedicto, Wig Properties, LLC This letter is referencing permit D06 -359. This permit has been issued and we paid a permit fee of $6,617.67. This permit fee was based on a cost estimate of $500,000. I am writing to request a partial refund. When we submitted this application, the cost estimate was given to us by an engineer but it was overstated. We are using the same concrete contractor for all of our concrete work (buildings and vaults) and have thus been able to get a more reasonable cost then the engineer estimated. In addition, the drawings we submitted included both on site vaults and so the estimate reflected the cost for both vaults. Now, we have been informed that we must submit separate applications for each of the four vaults we are constructing. Thus, we need to split out the cost for each vault. We have a contractor's bid (see attached) for $314,414 for the large on site vault. Please revise the previous cost estimate to reflect this new cost and issue a refund. Thank you. Sincerely, %!/ �j Leshya Wig J Wig Properties, LLC (425) 957 -4774 axAyfacametzt sitowitelie a xefrid rim ' 0 nittatd°14 �' `�. iziefr . MOW; SUBJECT:, T APS4 FROM: c A _ FAX NUMBER: 4'21 — ?O'S Pacific Concrete Construction, Inc. 10116.221t. Avenue E. — 8onney lake, Ws. - 08390 - (283) 862-4813 -- FAX (253) 8824814 ogre / 2-7-64 FAX NO. :2538824814 Dec. 07 2006 12'59PM P1 We are bar stating pages, including this cover page. If they are not received, please en us at ( 253) 552-4813 and we will retransmit them as soon as possible. Remake; k /to gent/ °s. vat) - 73 zoo • o F re rrr>"..- /a 000 Total Rows: 25 Fee Items- D06 -359 11 ':11111•J Ii[H 1. 1%*111C•1.11(1R. '.1 11 t.1 11 +1 11 111 :11 11 OGII7:I•ORIJ1•N1[11 1 11 !1 11 !1 11 1 • 11 t PG \laaZ1Ja11L'1R111M194N 1 11 YI 11 i 11 1 • 11 11 r, I1Nh6 .1 I I 'ri 11 Y1 11 - 1 • . I I 11 r114SI11:@Q111177 111 1 11 1 1'1 1 i 1 11 nr 1 -1 Y' '.111 111 1 r1 .1 1 •11 pM174WI11[ :31[11017741 1 11 .1 11 1 11 1• 1 81111 n . _ E. 1 11 'YI 11 !1 11 1 I A ,111 . 111 -1 • t JIle : lelLnal 1 11 1 11 1 11 rl l 11 1 11 avIJtWI:4a9144r 1 ' 11 .1 11 +1 11 111 r. 1 IIIIl31a1' �iib1��t/d1� 1 1 ' lir1IC111111I91.101:1i71 ' '.1 11 '.1 11 !1 11 • 1 n - ll - ♦ . - 1 . 1 III r YI 11 ',111 .111 •. .11 1 1 ¥ ii 1 IMZ 747, 1 11 i.1 11 1 1'/ 111 •. . 11 1.11 lernIMMig lri1 M.U[11J l 1 11 1 rl 1 11 111 •.•. 1 •. . • WI '.1 11 - I 11 I T 11 111 F. 1 1 1 pr1r11 :1∎1•1/111•UM dIN••1‘1.1 11 g 11 +1 11 111 r .11 1.11 liest111111@b994N1tE01741 '.l 11 1 11 1 11 111 • 11 r 1:11 ' •- : - -♦ ',111 - .111 .111 111 111 111 • Ir' - ,1 .1,1'1 .1 11 , 1 1 ccoun co • .YI YIIIt Iescr p on se moun •m moun B[1j1j 'auI Roll .Ltn•[e1 cl :4 % II •: '• II 1 11 III II bW- 1CItl:I4MfCI 1 1::a .I • , "I 1I III •. : I 1 • 1111 1 .1 111 III 'r. I 1 . 1 1'1 111 ' 1 ALLIANCE Page 1 09:50 01/04/2007 Total Rows: 25 Fee Items- EST05 -10 11 ':t �JF_1JN1:141f:aa1101: -M _ • 1.. 1 1400 2200 SURCHARGE 1iUI LDING INVtS I IGA HON WATER t,UNNEt,l TUN iia1 l/ 1117 :6yT4yras«.1c1.1411. 1.11 111 1.11 Ir.filara.IIATIIITRIUM41101.1171:W • oscr p on v 11 �'PI]C \V7.ila.1��411 INllItlllS■ J'PP_1. 1 It! U JC1 • 1 !. • 1 11 l'.7:r1:14/ 1JJ 11•991101`1241 1,11 1 11 1NPlJea ,1 ,11 1 , peetw111AJCW1:i;'4I 'p_ '.1.11 4U • .111 p- "v. i a-4411 /l/.69JIa4 1 .11 !Mg '.1 1.11 •1 IT 1 1 11 J: 1. •. 1 !1. +1 1.11 111 11 1'11 r 1 1•1 r 1 111 .. . •1n 1 r • 11 1 r. .1 I J •.1Ir. 111 r • 11 111 r• 1 111 e • 111 r . -11 30000 PW ADM INSPtt,11UN FEE 00 'A' FERMI • moun 90.00 $0.00 90.00 50.00 30800 F'W l YPE FERMI I 50. 0.00 44000 OASLAUE WA I ER SUM ALLIANCE 50.00 50 .00 50.00 1r . . . 1 50.00 90.00 $0 50.00 oun 50.00 50.00 50.00 50.00 50 .00 50.00 90 nee coup 01/385. 0 000/322.800 401/3/9.002 401/38b.b1U 000/341.400 UUU /422.400 000/422.400 Page 1 09:51 01/04/2007 4811 134 Place SE, Bellevue WA 98006 Tel: 425- 747 -8540, Fax: 425- 865 -8648 December 7, 2006 Mr. Bob Benedicto City of Tukwila 6300 Southcenter Blvd. Tukwila, WA RE: D06 -359 17200 Southcenter Parkway Tukwila, WA Dear Mr. Benedicto, Wig Properties, LLC This letter is referencing permit D06 -359. This permit has been issued and we paid a permit fee of $6,617.67. This permit fee was based on a cost estimate of $500,000. I am writing to request a partial refund. When we submitted this application, the cost estimate was given to us by an engineer but it was overstated. We are using the same concrete contractor for all of our concrete work (buildings and vaults) and have thus been able to get a more reasonable cost then the engineer estimated. In addition, the drawings we submitted included both on site vaults and so the estimate reflected the cost for both vaults. Now, we have been informed that we must submit separate applications for each of the four vaults we are constructing. Thus, we need to split out the cost for each vault. We have a contractor's bid (see attached) for $314,414 for the large on site vault. Please revise the previous cost estimate to reflect this new cost and issue a refund. Thank you. Sincerely, Leshya Wig Wig Properties, LLC (425) 957 -4774 Q C ' ew Ares ocktied Iziefr DATE: l 2- 7 -r6 TO: I eshye FR �. _ FAX NUMBER: 424 ?& !!t/ t Pacific Concrete Construction, Inc. 10113 - 2214t. Avenue E. - Bonney take, We. - 98390 - (253) 852-4813 -- FAX (253) 882.4814 We are transmitting including this cover page. ll they are not received, please Dell us at (263) 882-4813 and we will retransmit them es soon as possible. Remittal ' i ' vim s. 04.- 11r k FAX N0. :2538624814 Dec. 07 2006 12:59PM P1 �C St/ °S. / - 73 CO z 1 to, 600 l0/ 000 Jill Mosqueda - Re: Southcenter Square - the larger onsite detention vault Page 1 I From: To: Date: Subject: CC: Jill, Thanks Alan Metzler PERMANENT FILE COPY Jill@ci.tukwila.wa.us ck 10/23/2006 4:00 pm , ?j S Re: Southcenter Square - the larger onsite detention vault Q uo Tomaso D @ci.tukwila.wa.us,Metzler".. The detention vault in question does not have to meet the outrigger loading capacity. The condition on the review letter says that if they are located in the fire dept. access, they need to be rated as such. The vault in question is not located in such an area. I spoke with Jay, the civil engineer several weeks ago and informed him of this. Any other vaults that do end up in the access areas will need to be rated for outrigger placement. I am replying to emails from home so I can't "reply to all" or at least I can't figure out how to do it. »> Jill Mosqueda »> This project has been a sort of "hurry-up" job. because of that, I am now raising sdome issues that I would normally have followed up on before the onsite utiltiy permit was approved (PW06 -099 not issued as of yesterday). For instance: We have a structural /building permit in house for the larger of the two vaults. PW approved the volume and configuration for the vault under PW06 -099. Some things about the sturctural on the lid have been in the back of my mind. These are: CONCERNS 1. The venting shown on the lid in PW06 -099 does not include the 5' X 10' grates specified by the 1998 surface water design manual. Instead, the designer specified round manhole lids, with our approval. I am not sure equivalent venting area is provided by the lids. I have asked the civil designer to check that for me. If there is not close to equivalent venting area, the vault lid will probably need to be changed and that will affect the structural review. 2. Don T. reviewed the site plans in a meeting and said the the larger vault is far enough away from the building that the outrigger wouldn't be set on it. So, no point load from the outrigger. However, I remember seeing a loading condition from fire in one of the permits specifying a loading capacity for the lid. QUESTIONS 3. If the venting on the lid needs to be changed, I assume the process is that the civil designer will let the structural designer know. and the structural designer will let reid - middleton know. Is that the process? 4. Does the civil desinger, the structural designer and reid - middleton know about the fire dept. loading requirement? When replying, please use reply to all so that everyone gets the reply. Thanks October 18, 2006 Phil Brazil, P.E. , S.E. Senior Engineer Reid Middleton 728 - 134th Street SW, Suite 200 Everett, WA 98204 RE: Structural Review Southcenter Square — Detention Vault —D06 -359 17200 Southcenter Py, Tukwila Dear Phil: We are in receipt of your letter indicating approval of the original submittal for the above referenced project. However, the one (1) set of plans received were stamped "Reviewed by Reid Middleton" but did not include your signature stamp. I've enclosed the plan set for you to stamp and sign. Please return two (2) sets of plans with the appropriate stamps and signature to our office as soon as possible. If you should have any questions, please feel free to contact me at (206)431 -3672. Brenda Holt, Permit Coordinator encl City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Dave Swanson, Reid Middleton Q:\Dacuments\Structural Consultant006 -359 follow -up - swcuual nwiew.DOC Page 1 of 1 bh 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206- 431 -3665 . Reid iddleton October 16, 2006 File No. 262006.005/01401 Mr. Bob Benedicto, Building Official City of Tukwila, Department of Community Development 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Subject: Building Permit Plan Review — First Submittal Southcenter Square Detention Vault (D06 -359) Dear Mr. Benedicto: We reviewed the proposed project for compliance with the structural provisions of the 2003 International Building Code (IBC) as amended and adopted by the state of Washington and the city of Tukwila. The comments below do not require a response from the permit applicant. Geotechnical 1. Special inspections by the geotechnical engineer should be provided as recommended in the geotechnical report by Geotech Consultants, Inc., dated January 5, 2005. See IBC Sections 1704.7 and 1802. The following is a summary: Architectural a. Site excavation and grading. b. Overexcavation for placement of structural fill, where applicable. c. Construction dewatering, where applicable. d. Preload and surcharge program at areas of structures, where applicable. e. Monitoring of settlement of preload fill and surcharge fill. f. Placement of structural fill and soil compaction. g. Verification of soil - bearing capacity. h. Installation of foundation and retaining wall subsurface drainage system. i. Placement and compaction of foundation and retaining wall backfill. 1. Portions of the structural design have been deferred by the structural engineer for submittal to the city of Tukwila until after issuance of the initial building permit. See IBC Section 106.3.4.2. The following deferred submittal is identified: a. Design drawings for precast, prestressed concrete floor systems. Washington Oregon Alaska Engineers Planners Surveyors Reid Middleton, Inc 728134th Street SW Suite 200 Everett, WA 98204 Ph: 425 741 -3800 Far: 425 741 -3900 Mr. Bob Benedicto, Building Official City of Tukwila October 16, 2006 File No. 262006.005/01401 Page 2 Structural 1. Structural special inspections by qualified special inspectors should be provided. See IBC Sections 1704 and 1707. We assume the precast, prestressed concrete floor panels will be fabricated by a registered and approved fabricator. See Section 1704.2.2. The following is a summary: Enclosed is one set of the structural drawings. If you have any questions or need additional clarification, please contact us. If you have any questions or need additional clarification, please contact us. Sincerely, Reid Middleton, Inc. Philip Senior azil, P.E., S.E. ngineer a. Concrete placement at concrete construction: Continuous, see also Section 1704.4. b. Shotcrete placement at concrete construction, where applicable: Continuous, see also Section 1704.4. c. Reinforcement at concrete construction: Periodic, see also Section 1704.4. cc: Leshya Wig, Wig Properties (by surface mail) Richard Hudson, Richard Hudson and Associates (by surface mail) dop: \ doc \26 \planrevw \tukwila \06 \t014r 1.doc \prb Reid iddleton Bush, Roed & Hitchings, Inc. BRH Via E -Mail October 25, 2006 Jill Mosqueda Public Works Development Review City of Tukwila 6300 Southcenter Boulevard Tukwila, Wa. 98188 Civil Engineers and Land Surveyors RE: On -Site Stormwater Detention Vaults - Southcenter Square Project, PW 06 -099 Dear Jill: I have reviewed the design of the stormwater detention vaults on the site and have also reviewed the 1998 King County Stormwater Design Manual. Although the vault does not provide a 5' x 10' opening for a "bobcat" as required by the 1998 Manual, the locations of the vault access points will adequately provide access for maintenance purposes by regular "vactor" truck equipment. In addition, perforated access lids will provide venting of the vault. If mechanical venting of the vault is required prior to access by maintenance personnel, it can be provided through the many access points in the vault lid. If you have any questions or concems please don't hesitate to call me. Sincerely, BUSH, ROED & HITCHINGS, INC. asi_ Jay D. Decker, PE Senior Project Manager JDD /cd D04 - -35°i 2009 Minor Avenue East, Seattle, Washington 98102 -3513 Phone: (206) 323 -4144 / (800) 935 -0508, Fax: (206) 323 -7135, Internet: www.brhinc.com August 16, 2006 Dave Swanson, P.E. Reid Middleton 728 - 134th Street SW, Suite 200 Everett, WA 98204 RE: Structural Review Southcenter Square — Detention Vault —006 -359 17200 Southcenter Py, Tukwila Dear Mr. Swanson: Please review the enclosed plans and documents for structural compliance with the 2003 International Building Code. If you should have any questions, please feel free to contact me at (206)431 -3672. Sincerely, Brenda Holt, Permit Coordinator encl xc: Permit File No. D06 -359 City of Tukwila Department of Community Development Steve Lancaster, Director QADocuments \Stmctural ConsultanfD06 -309 - structural review.DOC Page I of I bh Steven M. Mullet, Mayor 6300 Southcenter Boulevard. Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 -431 -3665 ACTIVITY NUMBER: D06 -359 DATE: 09 -26 -06 PROJECT NAME: WIG PROPERTIES, DETENTION VAULTS SITE ADDRESS: 17200 SOUTHCENTER PY X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: Buil' ding ivision Public Wor DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete d Incomplete Comments: Documents/routing sllp.doc 2 -28-02 PERMIT COORD COPY`• PLAN REVIEW /ROUTING SLIP TUES/THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: M P lo-z6 Fire Prevention Planning Division r RI ID *PO Structural Permit Coordinator ❑ DUE DATE: 09-2$-06 Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: d No further Review Required ❑ DATE: DATE: Not Applicable DUE DATE: 10-26-06 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: License Information License WIGPRPL945N3 Licensee Name WIG PROPERTIES LLC -SS Licensee Type CONSTRUCTION CONTRACTOR UBI 602392950 Ind. Ins. Account Id PARTNER/MEMBER Business Type LIMITED LIABILITY COMPANY Address 1 4811 134TH PL SE Address 2 City BELLEVUE County KING State WA Zip 98006 Phone 4256412044 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 8/23/2006 Expiration Date 8/23/2008 Suspend Date Separation Date Parent Company Previous License SEATADC016JH Next License Associated License Business Owner Information Name Role Effective Date Expiration Date WIG, MANMOHAN K PARTNER/MEMBER 08/23/2006 WIG, PRISCILLA P PARTNER/MEMBER 08/23/2006 Look Up a Contractor, Electririan or Plumber License Detail Page 1 of 2 Washington State Department of Labor and Industries 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. Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date TRAVELERS https: // fortress. wa. gov /lni/bbip/ printer .aspx?License= WIGPRPL945N3 10/27/2006 x x x x x