Loading...
HomeMy WebLinkAboutPermit D06-263 - Federated Logistics & Operations - Loading DockFEDERATED LOGISTICS & OPERATIONS 17000 SOUTHCENTER PY D06 -263 City &Tukwila Parcel No.: 2623049026 Address: 17000 SOUTHCENTER PY TUKW Suite No: Owner: Name: BON MARCHE Address: 3RD & PINE, SEATTLE WA 98101 Phone: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: ci.tukwila.wa.us Tenant: Name: FEDERATED LOGISTICS & OPERATIONS Address: 17000 SOUTHCENTER PY, TUKWILA WA DEVELOPMENT PERMIT Contact Person: Name: JIM BOONE Address: 17000 SOUTHCENTER PY, TUKWILA WA 98188 Phone: 206 391 -5222 Contractor: Name: M A MORTENSON COMPANY Address: PO BOX 710, MINNEAPOLIS, MN 55440 Phone: 425 - 895 -9000 Contractor License No: MAMORC *190N6 Expiration Date:05 /01/2007 Steven M. Mullet, Mayor Steve Lancaster, Director Permit Number: D06 -263 Issue Date: 07/25/2006 Permit Expires On: 01/21/2007 DESCRIPTION OF WORK: DEMOLITION OF KNOCK -OUT PANELS TO FACILITATE INSTALL OF NEW LOADING DOCK DOORS, ADD NEW CONCRETE WALL AND DOCK LEVELERS, ADD /EXTEND EXTERIOR CANOPY (480 SF), AND ADD /EXTEND AREA OF NEW LOADING DOCK. Value of Construction: $295,727.20 Fees Collected: $4,281.66 Type of Fire Protection: SPRINKLERS /FA International Building Code Edition: 2003 Type of Construction: VB Occupancy per IBC: 26 doc: IBC- PERMIT **continued on next page** 006 -263 Printed: 07 -25 -2006 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N I hereby certify that I have read and e Print Name: doc: IBC- PERMIT City Old Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: ci.tukwila.wa.us Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: Public: Storm Drainage: N Street Use: N Profit: N Non - Profit: N Water Main Extension: N Private: Public: Water Meter: N Permit Center Authorized Signature: ! Jj IAanit Ae— � MA Lit Date: 10 C9a1/l0 permit and know the same to be true and correct. All provisions of law and ordinances governing this work will belkgMplioy4ith, 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 constructs n or the perfor ance of work. I am authorized to sign and obtain this development permit. Signature: ti,` , % / • Date: / /2 � D G Jt .,, 6.0 on -4 Steven M. Mullet, Mayor Steve Lancaster, Director Permit Number: D06 -263 Issue Date: 07/25/2006 Permit Expires On: 01/21/2007 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. 006 -263 Printed: 07 -25 -2006 City oc'Tukwila 1: ** *BUILDING DEPARTMENT CONDITIONS * ** Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: cttukwila.wa.us PERMIT CONDITIONS Parcel No.: 2623049026 Permit Number: D06 -263 Address: 17000 SOUTHCENTER PY TUKW Status: ISSUED Suite No: Applied Date: 07/10/2006 Tenant: FEDERATED LOGISTICS & OPERATIONS Issue Date: 07/25/2006 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 inspections and verifications for concrete construction shall be required. 6: Installation of high- strength bolts shall be periodically inspected in accordance with AISC specifications. 7: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. Steven M. Mullet, Mayor Steve Lancaster, Director 5: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 8: 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. 9: 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. 10: 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. 11: Notify the City of Tukwila Building Division prior to placing any concrete This procedure is in addition to any requirements for special inspection. 12: 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. 13: ** *FIRE DEPARTMENT CONDITIONS * ** 14: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 15: Maintain sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating doc: Conditions D06 -263 Printed: 07 -25 -2006 doc: Conditions City CoriTukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: cttukwila.wa.us **continued on next page** Steven M. Mullet, Mayor Steve Lancaster, Director and /or adding sprinkler heads. (IFC 901.4)(Extend sprinkler protection beneath the canopy). 16: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3)(Extend sprinkler protection beneath the overhead door). 17: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and /or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 18: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 19: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 20: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. D06 -263 Printed: 07 -25 -2006 Signature: Print Name: �/ t K• doc: Conditions City or'Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: ci.tukwila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director 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. Date: 772 S 90 0 44 D06 -263 Printed: 07 -25 -2006 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 httia://www.ci.tukwila.wa.us Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** Site Address: S Suite Number: Floor: •' Tenant Name: FFIEVARU, Lr0 t Cr1i1'AR ICJr45 New Tenant: ❑ Yes yy..No Property Owners Name: Lkll�l`rRJP1 F- -6 .4 kop t3 W. A*LMAd4 -wns ta MPa Ww Pd iLY bT• 1F+ soy Mailing Address: 60 ti. 0 0.-r v A I Salt 2211 tie/V %On- City [CONTACT PERSON e6- ?9 / cclil Name: 01A4 SSE. Mailing Address: n ciMIMJ'+IE' /1Y E -Mail Address: ;I foi #.b 094 ks 4.OW r GENERAL CONTRACTOR INFORMATION - (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5) )' Company Name: IAA -P(. Wicalth s 614 Mailing Address: l4i (1 14•t. ' V -t P o V4 arS Contact Person: --_ 1L E -Mail Address: PO.41.YOtine. ewt LAM Contractor Registration Nta ber: MNV\ OR/ 1 "%O Oh Company Name: 4 2.. 6444) Mailing Address: d l 0a cfmtak Asir / svtIt 1a Contact Person: WtJ WOO E -Mail Address: DMUN1.1 ri C)I.RF o1..9. Company Name: 12L12 &WAIF Mailing Address: 4 Fr PPt.I)J 15WT* 1? Contact Person: Dea.1 MAIN E -Mail Address: D►ivaiN 9' Dl.(leizoWalt Q: Applic.tima\Fonn .Appdueon. Oa line l3 -2006 - Permit Applio.tiaadoe Revised: 4-2006 bh Building Permit No. Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. (For office use only) King Co Assessor's Tax No.: lug_ 0 2174 A L 021P Day Telephone: - city ter ay Fax Number: u NE City Day Telephone: Fax Number: Expiration Date: city Day Telephone: Fax Number: City Day Telephone: Fax Number: NCM►) `WY- I O l6S State Zip "4L,.515.26.0 State Zip 2 4.515 .21 4% int 1%45 Sae Zip 425. APIs se trio 415 .314. 03017 Os /off 07 ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record wk `i$l44 State Zip Zo% 44, Mee 24. 4Ih►. 6041 ENGINEER OF RECORD -All plans must be wet stamped by Engineer of Record IN :\ I IA Zip 146 • 461. av Page 1 of 6 BUILDING PERMIT INFORMATION - 206 -431 -3670 Valuation of Project (contractor's bid price): $ 2 1 I S 6a • d1 Existing Building Valuation: $ WMoI,i'i oF Y J 1 t n✓I Wt. l� Tv K°cc 1t.I?IE[E Scope of Work (please provide detailed information): ..Azi SIP.* ,1• �i 4t 1 a ! a ; + S Paw/ alt4JD tara ZAK t% P M IJEW i giAo (wJe.r Will there be new rack storage? ❑ .. Yes Cq...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 for 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 Ell.. 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 indicating quantities and Material e ty Data Sheets. SEPTIC SYSTEM: ❑ On -site Septic System – For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q: W rtcaso, waa.- MWioriwa on t:nev -2006 • trormi Mvrinaw.mr Revised: 42006 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC l Floor SSC/OQO 14%00 ... — 5D , ( 2° Floor i 1510db „- ..� .- 5 D S ( 3'" Floor Floors that Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck BUILDING PERMIT INFORMATION - 206 -431 -3670 Valuation of Project (contractor's bid price): $ 2 1 I S 6a • d1 Existing Building Valuation: $ WMoI,i'i oF Y J 1 t n✓I Wt. l� Tv K°cc 1t.I?IE[E Scope of Work (please provide detailed information): ..Azi SIP.* ,1• �i 4t 1 a ! a ; + S Paw/ alt4JD tara ZAK t% P M IJEW i giAo (wJe.r Will there be new rack storage? ❑ .. Yes Cq...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 for 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 Ell.. 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 indicating quantities and Material e ty Data Sheets. SEPTIC SYSTEM: ❑ On -site Septic System – For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q: W rtcaso, waa.- MWioriwa on t:nev -2006 • trormi Mvrinaw.mr Revised: 42006 bh Page 2 of 6 I Date Application Accepted: ,�^ O I Date Application Expires: ell 1 I D I °e1- Staff Initials: I RMIT APPLICATION. NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. bb Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumhinv Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shalt be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORI AGENT: A • Date: f7 �J U -0(o Signature: c vl MC) A (� Print Name: Cc »A Z 4 .. %. M aft , Day Telephone: 10 G' " 5 i 5 - q'3 Mailing Address: (IDCO 30Unte-Gi T C PK`ht- r 43&l WA q g c b `/ City State Zip QApplications WFamu- Applicatau On lined - 30116 - Permit Appliatim.doc Revised: 42006 Page 6 of 6 ACCOUNT ITEM LIST: Description Current Pmts City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 2623049026 Permit Number: D06 -263 Address' 17000 SOUTHCENTER PY TUKW Status: PENDING Suite No: Applied Date: 07/10/2006 Applicant: FEDERATED LOGISTICS & OPERATIONS Issue Date: Receipt No.: R06 -00999 Payment Amount: 4,281.66 Initials: JEM Payment Date: 07/10/2006 09:27 AM User ID: 1165 Balance: 50.00 Payee: FEDERATED LOGISTICS & OPERATIONS TRANSACTION LIST: Type Method Description _ Amount Payment Check 2044874 4,281.66 BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE Account Code 000/322.100 000/345.830 000/386.904 RECEIPT 2,592.22 1,684.94 4.50 Total: 4,281.66 7239 07/11 9710 TOTAL 4281.66 doc: Receipt Printed: 07 -10 -2006 Pro ecft r e'ovdfa7/4 . ,is7f<r 9 Type pe of Inspection,: � /7(0 1-ina /,N /� /, Address: /7OOD cu // 0,A ?y Date Called: Special Instructions: (212.96- 0 / can_ , 06— 79 I S2 Date W ed: 7 2o- �a.tn: p.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTIO NO. CITY 0 TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 l�V PERMIT NO. (206)431 -3670 f i I Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sat /b $.58. INSPECTIO f FEE REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Project: Type of Inspection: Address: �t /' / 7a1 C ( - 4. Date Called: Special Instructions: Date Wanted: 26-07 a.m Requester: Phone No: 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 ly l Corrections required prior to approval. COMMENTS: [54, ri $58.00 REINSPECT! EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southce ter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Project: Go,„, Iner :A-r Type of I spection: S pe 4 i C's- .1r Address: 1 70 20 Cidu tilee.debs Py Date Called: Special Instructions: Date Wanted: 9- 1 3-0 to etriC P.m. Requester: Phone No: `i25 i 15 i ..°9. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit 006-2- PER 7 06)431 -367 Corrections required prior to approval. \/ COMMENTS: Cf ! f-> /9 Q(� T ?nit A Datg ',3 _ 8.00 REINSPECTI092 IFEE REQUIRED. Priyfto inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Project: Type of Inspection: Address: • /70 , S C4- ,Q sate Called: Special I / nss l t � ructions: / f fC Date Wanted: �1 2cr m Requester: • Phone No: INSPECTION NO. LI Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISIO 6300 Southcehter Blvd., #100, Tukwila, WA 98188 (206)431.37 ID Corrections required prior to approval. COMMENTS: V e Q V-1/44`Pr - �ro� AA 7-e5 y Inspector: ' Date � � / 0 $58.00 R1:INSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. 'Receipt No.: Date: Project: , FFD62 ATe e 406',5 i a of Inspection: SA -e,4 f eferiv'RerF / 00 0 .Sdi/i,4i ,,4/ / �o P Y Date Called: Special instructions: / 47 A7 0 "'A • 3 O Date Wante _/ 7^ d Requester: Phone No: ao6 -4's - G 2— INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISIO 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43 t -36 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Parr- etA/f I\ pesyor: �y5 8.00 REINSPECTION PI paid at 6300 Southcenter E REQUIRE . Prior to i lvd.lvd., Sui 100. Call tl Date: — / 7 —dL spection, fee must be sechedule reinspection. Receipt No.: 'Date: /a Project: /3p Type of Inspection: S CO / (E74/e/ Address: /70co Sin/4 AsA44e: Py Date Called: Special Instructions: W t. , 01 •. s o Too /:-v Fs r/4 Date Wanted: a.rh. R - /5 S Requester. ` Milleriec Phone No: ao6- y5 - 5 0 58o INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36%0 0 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: /I S.<4 / pairit-ti er s fsri S i / .i --2•01 58.00 REINSPECTION FEE r QWRED.: or to inspection, fee must be paid at 6300 Southcenter Blvd., Suite rr. Call to sechedule reinspection. Receipt No.: (Date: Project: , /1 TT/aty Di s a4 Type of Insp9ction: sprinkle/ c-l' Mci 1 : i77417 Address.. Contact Person: Suite #: / 7000 Sou-- icenttor P■rA&' Special Instructions: Phone No.: Needs Shift Inspection: N / /j/- Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 2 INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 COMMENTS: ‘0Dr I k lot Fr 110f l pK Rirf rite. F?n Of 1 PC Approved per applicable codes. Inspector:Cycs70 INSPECTION RECORD Retain a copy with permit Date: / p /m /!°'6 0 -z43 06- s - /3G PERMIT NUMBERS n Corrections required prior to approval. Hrs.: / 0.00 REINSPECTION FEE REQUIRED. You will receive an invoice from ity of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 Project: {¥'1ar. i ( 5 i /9 •srru 4a1-7oh Type of Inspection: Address: Suite #: 17Dc0 S,ufi,ce���,- Fcw Contact Person: Special Instructions: Monitor: Phone No.: Needs Shift Inspection: jt/ 7fif -- Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 1 INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Q(2A - 0 6- S -/3c PERMIT NUMBERS 206 - 575 -4407 Corrections required prior to approval. COMMENTS: I, 4 " J'o o /n /erior nik2.P_ - 0K 2. 7hsieYet��ed --OAC_ X11(7 S /Ceps r> 7Lerr -� f 1 lever ( .420 P he �rJ pr nn,7v Pt i Ins j e or: A 570 Date:ie'4y 706 Hrs.: /, $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from ' of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 MAYES TESTING ENGINEERS, INC. p ":11 MPR p p►L March 28, 2007 City of Tukwila Building Department 6200 South Center Blvd Tukwila, WA 98188 -8188 Attn.: Building Official Re: Federated Warehouse FINAL- LETTER 17000 Southcenter Parkway Permit No. 06•350406 Tukwila, WA 1206-2 -63 MTE Project No. T6169 Gentlemen: This is to inform you that registered special inspections have been completed for this project as per our reports, copies of which have been sent to you. Special inspection was provided for: To the best of our knowledge, all work inspected was either performed in accordance with, or corrected to conform to, the city approved drawings, or engineer approved changes. We trust that this provides you with the information that you require. Should you have any questions, give us a call. Sincerely, 1. Reinforced Concrete 2. Epoxy Dowels /Anchors MAYES TESTING ENGINEERS, INC. Timothy G. Beckerle, P.E. 4 c1 Branch Manager Cc: Andy Koch, M.A. Mortenson Construction Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 JOB NUMBER:7 2 ,; 7, - j DATE! , Sr P :5 )6 . PROJECT: /r /9,, L . f / }W t j . r.., .>C PERMIT #: /1,99 , - `'& 73 WEATHER(' , ; OWN:, ` / " °. ARCH: 7) ( /2 ENG: 7)4. £E CONTR: /4,, -- ,/ 1: , < , TYPE OF INSPECTION: T. /,: SAMPLES:'( J 4/2^ i r l - MAYES TESTING ENGINEERt _ ,C. Ph 425.742.9360 Fax 425.745.1737 Ph 253.584.3720 Fax 253 584 3707 Ph 503.281.7515 Fax 503 281 7579 917 -134th St. SW, Suite A -1 Everett, WA 98204 10029 S. Tacoma Way, Suite E -2 Tacoma, WA 98499 7911 NE 33rd Drive, Suite 190 Portland, OR 97211 INSPECTOR:'/ / , y k HRS INSPECTOR: HRS: INSPECTOR: HRS TIME: J / 1,....,.._ SUMMARY: � t ,lJ..' N'' ' { a ' ii 7 0 ✓ i . !h . A c / /,• ).n r i t . {L' l it r, ; ' /9 if- L /t t,k pi -E- l,J // 5 : ..,,, - 71.) Aye 5 ( y1 + L i h ,' c f r _ t 71 . / 4 r ] ,' tP' / G'i 1, / , 73 , / ✓ ✓ 1 n (���F j1 `61,,- r , / . , i �* ' f: . /t'' ir+, 5 {,,(5 a: C (A1 .. :/ r i,',:. l r >, of J A/t FL..1..tf (2,7 .77 k-' ,ni. a if 4 /(P)hC I 1/410 ? 1 r9t /we yr/ .),i 1/2 / (A1 ,,,, 4 e .'�. / 'r c( (4,15 , 10/„-, c/ n/,;//'. 4zS 6 ' . 1 . (< >- A b )0 5 - 4 0,+1 1 r ' �/ 5 -I try' 1 A i In- s Ah (as f- .' (*II it -/ 'k y 7,, (',;, /j I JO mi I(' -1, r I /1 54//1/ [': re, p 1 ki IC o the best of oui knowledge, items inspected this date are in accordance with approved plans and speoificatio Yeses No O Preliminary Inspection 0 TO: 4('y' r i s (I 5e. c." / NONCONFORMING CONDITIONS/CORRECTIVE ACTION TAKEN: / ); � 1 11 , „1 Page of 9 MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client: Engineer. Contractor: Air Temperature: Weather. - Product: Supplier: Ticket Number : MixDesign ID : I Sample Temp. Initial Storage Temp. I Entrained Air (ASTM C (ASTM C31) (ASTM C231) 80 °F NR 5% Water /Cement Ratio: I Slump (ASTM C143) fl Sample(s) Rec'd: 0.437 6" [Placement Location and Notes: Date Made Sample • Lab a 0004 1 09/07/06 09/07/06J L 0004 09/07/06 09/07/061 Remarks: 0004 0004 1 65 °F Sunny Concrete Stoneway 698072 460375 CONCRETE LABORATORY TEST REPORT Federated Warehouse 17000 Southcenter Pkwy Tukwila, WA MA Mortenson Construction MA Mortenson Construction 09/15/06 6895 6896 6897 11 10/06/06 6898 10/06/06 10/06/06 Inspector(s): Le, O. Tested by: Gordon, M. FIELD DATA ASTM C31 and C172 Actual 1 Mix Proportions: Ingredient Weight (per cu.yd) 09/08/06 [ 4x8 JL6511oJ [29JL_4x 29 I[ 4x8 I 29Jrax8 101715 98105J 100805 Da Project No: T6169 Issued on: 10/10/06 Sample Set ID: 11885 Permit # (s): Original: Revised: Coarse Aggregate 3/8" Fine Aggregate Water Slag Cement —Type 1 8 II WRDA-64 ADVA A/E Admix Required Strength (t'c): 4000 psi @ 28 days High strength walls north end at 5 new door openings. Samples taken at truck discharged at 7 cubic yards of 23 cubic yards total at 7:45am. 20 gallons of water added onsite. COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age Size (in) Load (Ibs) Dia (in) Surface Strength (psi) 4.02 4.02J 12.69 4 02 1 4.02_]2.69 L 8010 IF NA — 1' 7730 1 NA ]' 1NA 12.69 1 12.69 Reviewed by: A..0/ (1 06 -050406 5130 7940 Dennis Sanbom Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.12 - 'recording field temperature Information in this report applies only to are actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. Tacoma 10029 S. Tacoma Way Suite E -2 Tacoma WA 99499 ph 253.584.3720 fax 253.584.3707 1,795.0 lbs 1,264.0 lbs 240.0 lbs 111.0 Ibs 549.0 Ibs 26.5 oz 13.2 oz 1.3 oz Failure Code NA MTE Form a155, Rev 3, 7-0 MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client: Engineer: Contractor: Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) Date Made Remarks: 0.394 Sample # Lab # CONCRETE LABORATORY TEST REPORT Federated Warehouse 17000 Southcenter Pkwy Tukwila, WA MA Mortenson Construction MA Mortenson Construction 55 °F Clear Concrete Stoneway 695281 460175 67 °F NR Initial Storage (ASTM C31) Tem ( p. Entrained Air I ASTM C231) Water /Cement Ratio: Slump (ASTM C143) 1 rSample(s) Recd: 5.50" 08/31/06 j 0003 1 [ 6650 ; 09/07/06 1 [ 7 08/31/06 11 0003 L6651 1 09/28/06 11 28 08/31/00 L 0003 1 [6652 j1 09/28/06 L 1 08/31/06 0003 6653 09/28/06 28 j Inspector(s): Dolder, E. Tested by: Simmons, N. FIELD DATA ASTM C31 and C172 67% 09/01 /06 RECE OCT 0 91006 DgapON/T �Fjyt- Actual Project No: T6169 Issued on: 09/29/06 Sample Set ID: 11825 Permit # (s): CO( -?-40. 3 Original: Revised: ❑ Mix Proportions: - Ingredient Coarse Aggregate 3/4" Fine Aggregate Water Slag Cement - -Type I & II WRDA -64 Daravair ADVA Required Strength (f'c): 4000 psi @ 28 days Reviewe y: Dennis Sanborn Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C-31, 10.1.2 - "recording field temperature Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers. Inc. l9L Tacoma 10029 S. Tacoma Way Suite E -2 Tacoma WA 98499 ph 251584.3720 fax 253.584.3707 Weight (per cu.yd) 1,812.0 Ibs 1,265.0 lbs 219.0 Ibs 112.0 Ibs 556.0 lbs 26.4 oz 2.5 oz 13.2 oz Placement Location and Notes: Dock slabs and surrunding slabs at X1, X2, X3, X4 and X5. 20 gallons of 25 available added to full load. Initial slump 2 3/4 and final slump 5 1/2 ". COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age Size (in) Load (Ibs) Dia (in) Surface Strength (psi) Failure Code 4 x 8 52435 1r 4.01 [ 12.63 b 4150 NA 4 x 8 11 76935 I j 4.01 11 12.63 1 6090 NA 4x8 J[ 78525 1 4.01 I 12.63 6220 it NA 4 x 8 . U6145 _1E4.01 ] j 12.63_11 2.63) [ 6030 L NA MTE Form 0150, Rev 3, 7-0 MAYES TESTING ENGINEERS, INC. MTE NO: PROJECT: Address: PERMIT NO: Page 8 Owner. Architect: Engineer: Contractor: Date: Weather: Inspection: Samples: T6169 FEDERATED WAREHOUSE 17000 Southcenter Pkwy Tukwila, WA 06- 050406 MA Mortenson Construction 8 -21-06 Clear Reinforced Concrete (4)4x8" RECEive AUG 31 1006 C OMMUN/TY O EW- WPVENT Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suhe E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253 584 3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived on site to monitor concrete placement of Mix #0442A produced by Miles Sand and Gravel into pit walls. Concrete placed by truck chute and mechanically consolidated. Cast one set of (4) 4 x 8" concrete test samples for strength verification. Test results were as follows: Air content 5.5 %, slump 4 W, air temperature 77 °F, concrete temperature 78 °F. Samples cast at 2.30pm with 11 total cubic yards placed. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. cc: Andy Koch, MA Mortenson Construction Building Official, City of Tukwila INSPECTOR: Quang Le Reviewed by e / Dennis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC Project Name: Site Address: Client Engineer. Contractor: Air Temperature: Weather. Product: Supplier. Ticket Number : MixDesign ID : fl Sample Temp. (ASTM C1064) Water/Cement Ratio: Federated Warehouse 17000 Southcenter Pkwy Tukwila, WA MA Mortenson Construction MA Mortenson Construction 77 °F Clear Concrete Miles 171779 04429 Initial Storage Temp. Entraine Air (ASTM C31) - (ASTM C231) 78 °F NR 5.5% Slump (ASTM C143) CONCRETE LABORATORY TEST REPORT FIELD DATA ASTM C31 and C172 Actual fSample(s) Recd: RECEIVED AUG 31 2006 D EVE LO PMEN T Mix Proportions: Ingredient Coarse Aggregate Fine Aggregate Water Cement —Type I & II WRA A/E Admix Tacoma 10029 S. Tacoma Way Suite E - Tacoma WA 98490 ph 253.584.3720 fax 253.584.3707 Project No: T6169 Issued on: 08/28/06 Sample Set ID: 11713 Permit # (s): 06- 050406 Original: Ji Revised: Weight (per cu.yd) 1,865.0 Ibs 1,278.0 Ibs 245.0 Ibs 562.0 Ibs 33.8 oz 8.0 oz 0.436 4 3/4" 08/22/06 Required Strength Ws): Placement Location and Notes: 4000 psi (a 28 days Samples taken at truck discharged © 11 yds ^3 of 11 ydsA3 total. Time: 2:30 pm. 15 gallons of water added on site pits walls. COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample a Lab a Date Tested Age Size (in) Load (Ibs) Dia (in) Surface Strength (psi) Failure Code 08/21/06 L 0002 [6210 L_08/28/06 1 4 x 8J 50640j 4.01 12.63 i 4010 NA 08/21/06 f 0002 J L 211 09/18/06_1r 4 x 8 jr i L0.00 I 0.00 I j _ j I NA I f 08/21/06 L0002 L 6212 09/18/06 L 281 08/21[06 0002] r 6213 09/18/06 28 4 x 8 f L o.00 L_o.00 jr Remarks: Inspector(s): Le, Q. Tested by: Simmons, N. 4x8 Reviewed by: -nn - nn e Dennis Sanbom Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. All testing performed in accordance with applicable ASTM's except C 10.1.2 - "recording field temperature Information In this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. 0.00 x 0.00 f f IL NA I MTE Form 3150, Rev 3, 7-0 MAYES TESTING ENGINEERS, INC. MTE NO: T6169 PROJECT: FEDERATED WAREHOUSE Address: 17000 Southcenter Pkwy Tukwila, WA PERMIT NO: 06- 050406 Page 7 Owner: — Architect: — Engineer: — Contractor: MA Mortenson Construction Date: 8 -21 -06 Weather. Sunny Inspection: Resteel Samples: N/A RECe e AUG 3 Co 1006 tyiy Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Podland, OR 97211 ph 503.281.7515 fax 503 281 7579 MTE inspector arrived on site on site to perform resteel inspection for the Dock Leveler Pit Walls at building lines: B- 8.3/3.4 -3.6, 3.7 -3.9, 4.1 -4.3, 4.4 -4.6, 4.7 -4.9. Resteel was found to be per detail 13 on S3.1. Performed inspection of resteel for the wall strengthening sections (from footing to the top of door) at lines: B /2, 2.3, 2.7, 3, 3.3, 3.6. Resteel was found to be per detail 23 and section 24 on S3.1. Epoxying of dowels at these locations has been previously inspected and accepted. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. cc: Andy Koch, MA Mortenson Construction Building Official, City of Tukwila INSPECTOR: Tom Robinson Reviewed by: Dennis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. MTE NO: T6169 PROJECT: FEDERATED WAREHOUSE Address: 17000 Southcenter Pkwy Tukwila, WA PERMIT NO: 06- 050406 J Page 6 Owner: — Architect: Engineer: — Contractor: MA Mortenson Construction Date: 8 -15-06 Weather: Sunny Inspection: Reinforced Concrete Samples: (4) 4 x 8" WI 2114 RECEIVED AUG 22 2006 D E V ELO PME NT Everett Office 917 -134th Street SW Sulte 41 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived on site for concrete placement and rebar inspection of the new loading dock leveler pit footings. Inspected resteel, found all per plans for pits #1 to #5 as counted from east to west (approximately grid 5 to 3.4). Monitored and sampled placement of 7 cubic yards of Miles Sand and Gravel Concrete Mix # 0442A with slump 5" and temperature 65 °, entrained air 5.6 %. Cast one set of (4) 4 x 8" cylinders for (4,000 psi) compliance tests. Concrete was placed directly from the chute and consolidated by vibration, Miles ticket #115650. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. cc: Andy Koch, MA Mortenson Construction Building Official, City of Tukwila INSPECTOR: Lonny Morrison Reviewed by: nis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC MTE NO: T6169 PROJECT: FEDERATED WAREHOUSE Address: 17000 Southcenter Pkwy Tukwila, WA PERMIT NO: 06- 050406 Page 5 Owner: — Architect: — Engineer: — Contractor: MA Mortenson Construction Date: 8 -14-06 Weather Sunny Inspection: Epoxy Samples: N/A Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 tax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived on site to witness the epoxying of #4 (9) horizontal and (40) vertical rebar dowels into existing wall and footings for the proposed wall. This was from gridlines B/1.7 to 3.4. Verified the embedment depth of 3" minimum into the wall and 6" minimum into the footings. All holes were cleaned according to the manufacturers recommendations. Contractor was using USP- CIA - GEL -7000 Epoxy, which had been recently approved by Daniel Munn (engineer). This product had an expiration date of 05/07. No deficiencies were noted. CORRECTIVE ACTION TAKEN: Approved was given by the engineer, Daniel Munn for use of USP- CIA - GEL -7000 epoxy as stated in Jaimie Gordon's report dated on 8/11/06. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. cc: Andy Koch, MA Mortenson Construction Building Official, City of Tukwila INSPECTOR: Daniel Quehl Reviewed by 'O r �('I . aket e nnis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. MTE NO: T6169 PROJECT: FEDERATED WAREHOUSE Address: 17000 Southcenter Pkwy Tukwila, WA PERMIT NO: 06- 050406 Page 4 Owner: — Architect: Engineer: — Contractor: MA Mortenson Construction (Cont'd from page 3) Everett Office 917 -134th Street SW Suite 41 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Another issue addressed today was the diameter of the holes drilled. The majority of the holes for the #4 rebar were drilled to a diameter of W. A phone call was placed by MTE to the Technical Engineer for COVERT OPERATIONS epoxy. He verbally reassured inspector Gordon that, although they do recommend in their specifications that holes be drilled no more than 1/8" over the required bar size, they have done testing with over size holes and found no decrease in strength as this particular epoxy is consistently very non - shrink. Also, per a phone conversation between Daniel Munn and Dennis Philpot, approval was given for the holes to be oversized by 1/8 ". CORRECTIVE ACTIONS TAKEN: Resolved preliminary issues from 8/10/06. Verification of engineer approval for epoxy substitution. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. RECEIVED AUG 212046 COMMUNITY EELENT cc: Andy Koch, MA Mortenson Construction Building Official, City of Tukwila INSPECTOR: Jaimie Gordon Reviewed by: / / %2 �% LZ t ... c4 is Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC MTE NO: T6169 PROJECT: FEDERATED WAREHOUSE Address: 17000 Southcenter Pkwy Tukwila, WA PERMIT NO: 06- 050406 Page 3 Owner: Architect: — Engineer: — Contractor: MA Mortenson Construction Date: 8 -11 -06 Weather Overcast Inspection: Epoxy Samples: NIA MTE inspector arrived on site as requested this day for continued monitoring /special inspection of placement of rebar dowels into existing concrete. Per details on sheet S3.1, #4 bars are to be placed into walls and footings for connection to new /built up wall /column sections and footings at grids B, 1.7 -3.4. MTE verified embeds of 3" in walls and witnessed cleaning of holes per manufacturers instruction prior to epoxy placement. Today all but approximately 10 bars remaining were placed horizontally in the walls. No vertical bars were placed in footings, which require a 6" embed. The remaining horizontal wall bars will be placed with the footing bars. As noted in MTE report dated 08/10/06, "Approved plans call out use of Simpson Strong Tie epoxy. Per Dennis Philpot (foreman subcontractor on site) verbal acceptance from the engineer of an alternative epoxy was accepted as it was in his words, "higher strength ". MTE was provided the written request/submittal to Daniel Munn PE which included the material specifications for COVERT OPERATIONS USP -CIA -GEL 7000 ". Today, over the phone, Daniel Munn, gave approval for this epoxy. Epoxy used today was again this product, with an expiration of 05/07. Specification on tube was ICC -ES ESR -1702. RECEIVED AUG 21 2006 c° �y iEN cc: Andy Koch, MA Mortenson Construction Building Official, City of Tukwila (Coned on page 4) Everett Office 917.134111 Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Sulte 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Reviewed b / ry' is Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. MTE NO: T6169 PROJECT: FEDERATED WAREHOUSE Address: 17000 Southcenter Pkwy Tukwila, WA PERMIT NO: 06- 050406 Page 2 Owner: -- Architect: — Engineer: — Contractor: MA Mortenson Construction Date: 8 -10 -06 Weather. Overcast Inspection: Epoxy Samples: N/A RECEIVED 'AUG 21 2006 DEVELOPMENT cc: Andy Koch, MA Mortenson Construction Building Official, City of Tukwila INSPECTOR: Daniel Quehl Reviewed b : / J C Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253 584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived onsite to relieve inspector J. Gordon for the witnessing of the epoxying of #4 bar dowels into existing wall sections for near or proposed wall. This was from grids B/1.7 to 3.4. Verified embedment depth of 3" and holes being cleaned according to manufacturers recommendations. The plans called for use of Simpson Strong Tie Epoxy but contractor was using USP- CIA -GEL 7000 Epoxy pending approval of Daniel Munn the engineer. This product had an expiration date of 05/07. PRELIMINARY: Waiting on a written verification of engineer approval for epoxy substitution. hnis Sanborn, Branch Manager MAYES TESTING ENGINEERS, INC. MTE NO: T6169 PROJECT: FEDERATED WAREHOUSE Address: 17000 Southcenter Pkwy Tukwila, WA PERMIT NO: 06- 050406 3' � 24/3 Page 1 , Owner: Architect: — Engineer: Contractor: MA Mortenson Construction Date: 8 -10 -06 Weather. Overcast Inspection: Epoxy Samples: N/A MTE inspector arrived on site as requested this day for special inspection of placement of rebar dowels into existing concrete. Per details on sheet S3.1, #4 bars are to be placed into walls and footings for connection to new /built up wall sections and footings at grids B, 1.7 -3.4. MTE verified embeds of 3" and 6" and witnessed cleaning of holes per manufacturers instruction prior to epoxy placement. Today, bars were placed into wall sections. No vertical bars were placed in footings. Approved plans call out use of Simpson Strong Tie epoxy. Per Dennis Philpot (foreman subcontractor on site) verbal acceptance from the engineer of an alternative epoxy was accepted as it was in his words, "higher strength ". MTE was provided the written request/submittal to Daniel Munn PE that included the material specifications for COVERT OPERATIONS USP- CIA -GEL 7000. Epoxy used was this product with an expiration of 05/07. Specification on tube was ICC -ES ESR -1702. Inspector Gordon witnessed the placement of all dowels into concrete until 2:00 PM and was then relieved by MTE inspector Daniel Quehl for continued observation. PRELIMINARY: Written verification of engineer approval for epoxy substitution. RECEIVED AUG 21 2006 COMMUNITY DEVELOPMENT cc: Andy Koch, MA Mortenson Construction Building Official, City of Tukwila Reviewed by: INSPECTOR: Jaimie Gordon Everett Office 917.134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253 584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503281.7579 nis Sanborn, Branch Manager DLR Group V STRUCTURAL CALCULATIONS FOR Federated Department stores Distribution Warehouse COD COMPLIANCE JUL 2 4 2006 City Of Tukwila RI Rnmi rings O M Tukwila, WA DLR PROJECT NO. 73- 06118 -00 June 28th 2006 DLR Group 900 Fourth Ave., Sulte 700 Seattle, WA 98184 (206461 -8000) RECEIVED CITY of TUKWILA Jul 1 L 2006 PERMIT CENTER W(r2le3 TITLE revised 2003 2003 IBC Calculations - Date Project Name Project No. Subject Computed Checked Page (of pages) 1 �y p-H tea DLR Group WO I 1 ` ,tc _tom J ( v_j_ -1- 24' 'A : ?e4- 4a .. c, LiNs 1 1 —4 -, 4°t.. 1 --A ), 3•1:= , Calculations Date Project Name Project No. Subject Computed Checked Page (of pages) q hs.t>= ..15 5(.0, Ito l< (59+ 57 - Vz3z- 8 (4;) = I cites< P2)40 x si - 7s - e-oF yt ',7549 'NJ i30)& 161 DLR Group . , J ? „.: , :\1;-‘4tv....-. Qie - 0!2)(4,t).. z 7(5P. ' a- I e-trtigest-OIacAizA I ' ; EA) 4 : i p • H 1 Vt_ _i iiit+- , ; ! , I , I I r ■ 1 _+_-- . I OM . ' I ! I 1 4 ■ 1 I I I I 7 ! I I 4 1 I I 4 ...- i 4 &LII 54( I * 41-74f-0lt — . , 1 , • -taL itzr i, ria_tvik:, , . , i I , • ; J Ifv1/4, re> 1410E- -1,..ivp t•--)Pct-t. - - criosikr- _on'p ' mieft.Q,0( . . ; - • - Sit°4 Calculations L- Date Project Name Project No. Subject Computed Checked Page (of pages) DLR Group Cwts. cn� f to i ves y l2v +. a4 Dike 41. dF- .Aa Calculations Date Project Name Project No. Subject Computed Checked Page (of pages) 4 1 44 41/41.= ge )(le/ v 4 faCCI e....S‘l-b3-1-1 t a l ° CI? c74a. atki) OF F&t4fcrt C aacn3 s ct x CO ,71(a7 , ■ , : ! . . , i ! , r • d i i ' i ' , 1 ' - ' i .. • - _:_. Lile. i i \ I ' i Ve ' ' ,, 'L rt , ? St i lt. Hz* ------ # - - S02:k 1 DLR Group ±il e r e: t p i3/40,1-4) L 1 4 Calculations Date Project Name Project No. Subject Computed Checked Page (of pages) = __252 E•11561 Elva 51 Cereaetly `9,o ate, C?? 4 t?� \keriet6 tin Lit 1Co_Neti)._44t-t,lue4 DLR Group [3 Calculations Date Project Name Project No. Subject Computed Checked Page (of pages) DLR Group 07 -31 -2007 JIM BOONE 17000 SOUTHCENTER PY TUKWILA WA 98188 RE: Permit No. D06 -263 17000 SOUTHCENTER PY TUKW Dear Permit Holder: Thank you for your cooperation in this matter. Sincerely, ' Marshall, Permit Technician xc: Permit File No. 006 -263 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 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 writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 09 /22/2007 , your permit will become null and void and any further work on the project will require a new permit and associated fees. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206- 431 -3665 9/17/2007 Bob Benedicto City of Tukwila Dept. of Community Development RE: Permit No D06 -263 17000 SOUTHCENTER PY TIJKW Dear Mr. Benedicto: We are still actively working on this project. The only thing remaining to be completed is electrical. We had several electrical panels certified last week and I will be calling for a final inspection. If we pass the electrical inspection I will be calling Tukwila for the Final Inspection on the project. I talked to Bill on your Inspection Hot Line and he suggested ask you for an extension as we are getting too close to deadline for this permit. Thank you for your help in this matter. Sincerely, Jim Boone Maintenance Manager Macy's Logistics & Operations 17000 Southcenter Parkway Tukwila, Wa.98188 180 d zp 4, AECE CITY CFruKWgq SEP 1 7 2007 Chant/ CENTER 1✓'�P r o l f.i * r tibIur0 7 /07 N 0 L - ct:AT, Mem �T a 6N c1 03 -01 -2007 JIM BOONE 17000 SOUTHCENTER PY TUKWILA WA 98188 RE: Permit No. D06 -263 17000 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 wrltinr 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 04 /02/2007 , your permit will become null and void and any further work on the project will require a new pennit and associated fees. Thank you for your cooperation in this matter. Sincerely, hall, Petfnit Teehbi XC: Akaa Permit File No. 1306 -263 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 ACTIVITY NUMBER: D06 -263 DATE: 07 -10 -06 PROJECT NAME: FEDERATED LOGISTICS & OPERATIONS SITE ADDRESS: 17000 SOUTHCENTER PY X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued Bui ing Division Public Works 1 4 IM w14 n I -vO DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28-02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire revention Structural Incomplete ❑ Structural Review Required Approved with Conditions P1�nning t JI , Divisionjf Permit Coordinator ❑ DUE DATE: 07-11-06 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required DATE: DUE DATE: 08-08-06 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: License Information License MAMORC•190N6 Licensee Name M A MORTENSON COMPANY Licensee Type CONSTRUCTION CONTRACTOR UBI 600408632 Ind. Ins. Account Id Business Type CORPORATION Address 1 14719 NE 29TH PLACE Address 2 City BELLEVUE County KING State WA Zip 98007 Phone 4258959000 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 8/26/1981 Expiration Date 5/1/2007 Suspend Date Separation Date Parent Company Previous License ISLANHB224QM Next License Associated License Business Owner Information Name Role Effective Date Expiration Date MCCUNE, THOMAS R 01/01/1980 COSSETTE, PAUL I 01/01/1980 HACKING, EARL L 01/01/1980 JENSEN, OWEN A 01/01/1980 Look Up a Contractor, Electriri all or Plumber License Detail Page 1 of 4 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 https: // fortress. wa. gov/ Ini/ bbip /printer.aspx?License= MAMORC* 190N6 07/25/2006 x x x x x x x x