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Permit D06-112 - Sears - Temporary Loading Dock
SEARS LOADING DOCK 400 SOUTHCENTER MALL D06 -112 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 5379200330 Address: 400 SOUTHCENTER MALL TUKW Suite No: Tenant: Name: Address: Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Value of Construction: $25,000.00 Type of Fire Protection: Type of Construction: Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use Water Main Extension: Water Meter: N doc: Devperm SEARS LOADING DOCK 400 SOUTHCENTER MALL, TUKWILA WA 7G SOUTHCENTER LTD 25425 CENTER RIDGE RD, CLEVELAND OH MARTIN O'LEARY 1730 MINOR AV, STE 1120, SEATTLE WA 3 TM CONSTRUCTION DEVELOPMENT PERMIT Address: METROPOLITAN PARK EAST, 1730 MINOR AVE STE 1120 Contractor License No: JTMCOC*951BC Expiration Date:01 /03/2007 DESCRIPTION OF WORK: CONSTRUCT TEMPORARY LOADING DOCK FOR SEARS COMPLETE WITH SPRINKLER SYSTEM. LOADING DOCK TO REMAIN IN PLACE THROUGHOUT CONSTRUCTION OF GARAGE. N Number: 0 N Start lime: Volumes: Cut Start lime: Private: Profit: N Private: ** Continued Next Page ** Permit Number: Issue Date: Permit Expires On: Phone: Phone: 206 587 -4000 Phone: (206)587 -4000 Fees Collected: Uniform Building Code Edition: Occupancy per UBC: Size (Inches): 0 End Time: 0 c.y. Fill 0 c.y. End Time: Public: Non - Profit: N Public: D06 -112 05/08/2006 11/04/2006 $804.72 006 -112 Printed: 05 -08 -2006 I hereby certify that I have read and doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: XtV1, Print Name: Isis/r?—i\ O' 1■e ✓ v" his permit and know the same to be true and correct. All provisions of law and ordinances governing this work will mpl with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the erformance work. I am authorized to sign and obtain this development permit. Signature: r /`- "�/(/� Date: '5'gtO Date: 6S till ldo 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 -112 Printed: 05-08 -2006 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 13: ** *FIRE DEPARTMENT CONDITIONS * ** Tukwila City of Tukwila 1: ** *BUILDING DEPARTMENT CONDITIONS * ** doc: Conditions PERMIT CONDITIONS Parcel No.: 5379200330 Permit Number: DO6 -112 Address: 400 SOUTHCENTER MALL TUKW Status: ISSUED Suite No: Applied Date: 03/29/2006 Tenant: SEARS LOADING DOCK Issue Date: 05/08/2006 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 for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 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 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. 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: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 11: All electrical work shall be Inspected and approved under a separate permit issued by the Washington State Department of Labor and Industries (206/248- 6630). 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. D06 -112 Printed: 05 -08 -2006 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 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 and /or adding sprinkler heads. (IFC 901.4) 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) 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: Every building shall be accessible to Fire Department apparatus by way of access roadways with all- weather driving surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided width an approved turn - around area. Access shall be within 150' of all portions of the buildings. (City Ordinance #2047) 19: Fire Department access and existing hydrants shall be constantly maintained during demolition and construction. 20: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 21: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 22: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 23: ** *PLANNING DEPARTMENT CONDITIONS * ** 24: Permit Is for a temporary loading dock for Sears during the construction of new parking garage. The site along the south edge of Sears is to be restored with a landscape area and sidewalk prior to issuance of occupancy permit for the garage. doc: Conditions * *continued on next page ** 006 -112 Printed: 05-08 -2006 Signature: Print Name: doc: Conditions City of Tukwila m ot,,cu rf("( Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 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: 006 -112 Printed: 05 -08 -2006 SITE LOCATION Site Address: Suite Number: Floor: Tenant Name: New New Tenant: ❑ Yes ❑..No Property Owners Name: ■OSTele.A? Go fr iP *WON% tN 1... Mailing Address: (0311 5' K MAN', L - t - M - N411.A .r City CONTACT PERSON krarrl.-‘ 0' L 6.Pt.1 Mailing Address: S. )Q IN►t.40? - A-44 • Name: Day Telephone: 'Zeole -'Cric - °'* SHIM ' WV* StAFn't = , tP1 W E -Mail Address: 'W__:1_4 P, A i ��} tM - t9tlK C�1 C- {! - to\A..lslAFax Number: 'Z$ ° - �ts - .b GENERAL CONTRACTOR INFORMATION - (Mechanical Contractor Information on back page) Company Name: Mailing Address: CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Do CAC 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** 4 02 King Co Assessor's Tax No.: sko 1 5'0 k - c1'o1. S a Af c£r► I4444- sun-cc i W2/ set - tnG, c r it City • State Zip Contact Person: NNW t---‘ l'e-Pf Day Telephone: e leb - 4 7g'9. — •tre E -Mail Address: WI Oarkst,, o'4t a 14rat - 'Mc l 'WI, -- 4,04-5 otM Fax Number: 'W — CAA- Contractor Registration Number: "St -M ( so r..- yM 9 S t f7 L. Expiration Date: t \ * * An original or notarized copy of current Washington State Contractor License must be presented at t f permit issuance ** Company Name: Mailing Address: Contact Person: E -Mail Address: q:Ypmmits plus \ioc W op'pe,mtt application (7 -2004) Revised: 6-8 -05 bh (+') ° sto, 0 / �1 p rte ct c , camkocFt -., $Q --ce- k" , LT. 1 tr Al -rtG As 274a City S1M �OtA(9tFK f / P .c . J.W1 i✓ N c1Atv1 GO v' Page 1 Building Permit No. ©--t 1� Mechanical Permit No. Public Works Permit No. Project No. ?o &-- ciz- (For office use only) State ( )WISI Zip ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: ��,p q p Mailing Address: CAA'? fn Virg- 1,.,4 -f+C t $..tqq- C .13to'ticrl l s4 4 10 L2i 3 C ity Stem Zip Contact Person: Si OttAlsi IA OMGC9 , 4(A Day Telephone: '31 - ' -( e )'} - PI 4.4- E- Mail Address: i-mo C %4% t..(' . t.ew Fax Number: 94 - ' 1- 't -= S J ►' ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Day Telephone: Fax Number: s.ea - T1E 1 .JA State Zip 70 -1A-lp -1> 1440-0 'Lob - 3 i - e4o01 I BUILDING PERMIT INFORMATION — 206 - 431 - 3670 Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Gina 5 CT - ttN14 0 9I - lakbats1 \'7 tow Eat- Serf -c, COMPS -o% N rn, S4f-.t - 5 `tc-crts„ . I.*1a V D° of- - to ca .,64 M r1 t t1 P ►-h uE - c - #P w.a tt.o.a r CPr►Sr wA4 trc t o rI ARki AG- Will there be new rack storage? ❑..Yes 1 1., s No If "yes ", see Handout No. for requirements. 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: 0.. Sprinklers ❑..Automatic Fire Alarm ❑..None _Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? D.. Yes ❑ ..No If "yes", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Material Safety Data Sheets. q: \`pamimplus\ix chenga&peanit application (7 -2004) Revised: 6-8-05 bh Vcif£ffe 9%4srm}-trA Bn PA - rFugrr �tac -40G -cwt • Page 2 Existing Building Valuation: $ N4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1' Floor �- �/ T � 2 ° Floor 3" Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck BUILDING PERMIT INFORMATION — 206 - 431 - 3670 Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Gina 5 CT - ttN14 0 9I - lakbats1 \'7 tow Eat- Serf -c, COMPS -o% N rn, S4f-.t - 5 `tc-crts„ . I.*1a V D° of- - to ca .,64 M r1 t t1 P ►-h uE - c - #P w.a tt.o.a r CPr►Sr wA4 trc t o rI ARki AG- Will there be new rack storage? ❑..Yes 1 1., s No If "yes ", see Handout No. for requirements. 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: 0.. Sprinklers ❑..Automatic Fire Alarm ❑..None _Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? D.. Yes ❑ ..No If "yes", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Material Safety Data Sheets. q: \`pamimplus\ix chenga&peanit application (7 -2004) Revised: 6-8-05 bh Vcif£ffe 9%4srm}-trA Bn PA - rFugrr �tac -40G -cwt • Page 2 Existing Building Valuation: $ N4 ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ ...Permanent Water Meter Size..._ ❑...Temporary Water Meter Size.. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public ❑ ...Water Main Extension..... Public q: \yamite plus0cc changeepamit application (7 -2004) Revised: 6-8 -05 bb PUBLIC WORKS PERMIT INFORMATION — 206 - 433 -0179 Scope of Work (please provide detailed information): Water District U...Tukwila ❑...Water District #125 ❑...Water Availability Provided Fronosed Activities (mark boxes that aoolv); ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way _ Non Right-of-way ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ _Pavement Cut ❑ .. Looped Fire Line WO# WO# WO# Private Private Page 3 fr Call before you Dig: 1- 800 - 424-5555 ❑ .. Highline ❑ ...Total Cut cubic yards ❑ .. Work in Flood Zone ❑ ...Total Fill cubic yards ❑ .. Storm Drainage Please refer to Public Works Bulletin #1 for fees and estimate sheet. ❑ .. Renton ,,_Sewer District ...Tukwila ❑ ... Va!Vue ❑ .. Renton ❑ .. Seattle ❑ ...Sewer Use Certificate ❑... Sewer Availability Provided ❑ .. Approved Septic Plans Provided ❑ ...Septic System - For ounite septic system, provide 2 copies of a current septic design approval by King County Health Department y Su bmitted with Annlicadon (mark boxes which anolv): ❑ ...Civil Plans (Maximum Paper Size —22" x34") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreements) ❑...Hold Harmless ❑ .. Geotechnical Report ❑...Traffic Impact Analysis ❑ .. Right -of-way Use - Profit for less than 72 hours ❑ .. Right -of-way Use — Potential Disturbance ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑...Water ❑...Sewer ❑ ...Sewage Treatment Monthly Service Billinv to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Day Telephone: Mailing Address: City State Zip Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Fumace<100K BTU Air Handling Unit >10,000 CFM Fire Damper 0-3 HP /100,000 BTU Fumace>100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System Wood/Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct Water Heater 504- HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System incinerator - Domestic Emergency Generator Air Handling Unit <10,000 CFM Incinerator — Comm/Ind Other Mechanical Equipment MECHANICAL PERMIT INFORMATION — 206 -431 -3670 Oft MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Use Residential: New .... Replacement.... Commercial: New....❑ Replacement Fuel Tyne: Electric ❑ Gas....❑ Other: Indicate type of mechanical work being installed and the quantity below: PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Explratlon of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. 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). 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 A ORIZED AGENT? Signature: 9 ■ a Cr0,411 Date: i` Print Name: �--C\ A 0' Le e Day Telephone: Mailing Address: Q • 5M1- ' 112 City I Date Application Accepted: obi 1 q: \yamia plu3icc ehenga\pamit application (73006) Revised: 64-05 bb Date Application Expires: O b I2 l foci Page 4 ,i A ° ► %w a State Zip Staff Initials: 1 City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 5379200330 Permit Number: D06 -112 Address: 400 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 03/29/2006 Applicant: SEARS LOADING DOCK Issue Date: Receipt No.: R06 -00621 Payment Amount: 489.48 Initials: 7EM Payment Date: 05/08/2006 11:30 AM User ID: 1165 Balance: $0.00 Payee: MARTIN O'LEARY TRANSACTION LIST: Type Method Description ACCOUNT ITEM LIST: Description doc: Receipt Payment Cash 489.48 BUILDING - NONRES STATE BUILDING SURCHARGE RECEIPT Amount Account Code Current Pmts 000/322.100 484.98 000/386.904 4.50 Total: 489.48 5206 05/08 9716 TOTAL 489.48 Printed; 05-08 -2006 Parcel No.: Address: Suite No: Applicant: Payee: City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 2623049023 633 SOUTHCENTER MALL TUKW SEARS Receipt No.: R06 -00422 Initials: 3EM User ID: 1165 MARTIN O'LEARY TRANSACTION LIST: Type Method Description Payment Cash ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES RECEIPT Account Code 000/345.830 Permit Number: Status: Applied Date: Issue Date: Payment Amount: 315.24 Payment Date: 03/29/2006 04:00 PM Balance: $489.48 Amount 315.24 Current Pmts 315.24 Total: 315.24 D06 -112 PENDING 03/29/2006 4037 03/30 9716 TOTAL 315.24 doc: Receipt Printed: 03 -29 -2006 COMMENTS: 0 See r-- /A7 I /e11' 1/DArt M Ayes' - 1 rS- In r /,4 /e / .r - 23 - J Special Instructions: 7 Date Wanted: 5=- 23-'06 ra.m. P.m. Requester: 1 ea/r rr: le , ''! -i10 /e /i . n..0 / Project: .Tewrs % %v lit Type of Inspection: F• Date Called: . // Address: «0 0 5 as4,4 °.I t/tr / Special Instructions: 7 Date Wanted: 5=- 23-'06 ra.m. P.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 I XlApproved per applicable codes. Corrections required prior to approval../ /-3 (206)431 -3 'Date: S' 2.3 OA $58.00 REINSPECFION FEE RE 'RED. Prior to inspection, fee must be paid at 6300 SoutLenter Blvcf., Suite 100. Call to sechedule reinspection. 'Receipt No.: 'Date: Project: S�yfs /arn41 7 e Type of Inspection: ` ��� Sp�e',� Address: 4 SOW /%ie .f 11g Date Called: Special Instructions: - 1 Date Wanted: q s -�6 -e, Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 applicable codes. Corrections required prior to approval. rTh Aril l G✓P 4j - rep ✓ J CSf ,9 . l / COMMENTS: 1 pt No.: (Date: Date: _ /_ 0 REINSPECTION FEE QUIRED. Pri6r to inspection, fee must be at 6300 Southcenter Blv ., Suite 100. Call to sechedule reinspection. El Approved per Project: .24cs 1oAr 6vj 2 ee Type of Inspection: .�er0 /Av C. Address:— / 6 0 Stl////"r'.v //i fl,/ Date Called: _ Special Instructions: Date Wanted: 5 — /0 — o L ay,. p.m. Requester: Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 8.00 REINSPECTION FE EQUIRED. or to inspection, fee must be paid at 6300 Southcenter Bl d., Suite 160. Call to sechedule reinspection. ceipt No.: rom go ' INSPECTION RECORIJ Retain a copy with permit Date: J —/0 _ Date: 086-/ / 7 MAYES TESTING ENGINEERS, INC. May 23, 2006 City of Tukwila Building Department 6200 South Center Blvd Tukwila, WA 98188 -8188 Attn.: Building Official Re: Southcenter Mall Parking Garage A Sears Temporary Loading Dock 633 Southcenter Mall Blvd Tukwila, WA MTE Project No. T6100 Gentlemen: Sincerely, MAYES TESTING ENGINEERS, INC. Michael S. Dolder, P.E. Vice President MSD:eIl cc: Patrick Burns, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila RECEIVED MAY 1 8 0 2006 Div ag PARTIAL FINAL LETTER Permit No. D06 -112 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 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: 1. Structural Steel and Welding 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. MAY -23 -2006 11 MAYES TESTING ENGINEERS 425 745 1737 P.01/02 MAYES TESTING ENGINEERS, INC Elena fr1!iB;'tpy %.ta' . . Fax To: JTM - Mike Napolitano From: Jennifer Fax: 206 246 5198 Pages: 2 Phone: Date: May 23, 2006 Partial Final letter for Southcenter Pkg Re: Garage A cc. MTE Tacoma Urgent ❑ For Review ❑ Please Comment ❑ Please Reply ❑ Please Recycle R ECEIVED MAY 2 6 zoos GEp Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 This transmittal Is Intended for the Individual/agency so named and may contain proprietary or other Information confidential In nature. If you received this transmittal in error, or if the delivery of this document to the individual /agency so named Is in error, please destroy this document in its entirety end notify the sender Immediately. MTE 3211 -2E, Rev 0, 3/1/06 MAY -23 -2696 11:55 MAYES TESTING ENGINEERS MAYES TESTING ENGINEERS, INC. May 23, 2006 City of Tukwila Building Department 6200 South Center Blvd Tukwila, WA 98188 -8188 Attn.: Building Offidal Re: Southcenter Mall Parking Garage A Sears Temporary Loading Dock 633 Southcenter Mali Blvd Tukwila, WA MTE Project No. T6100 Gentlemen: PARTIAL FINAL LETTER Permit No. D05.112 425 745 1737 P.62/62 Everett Offles 917-134th Street SW Sulfa A-1 Everett, WA 98204 ph 425.742.9380 Tex 425345.1737 Amnia Mee 10029 S. Tacoma Way Sulfa E-2 Tacoma, WA 99499 ph 253.584.3720 Tex 253.584.43707 Portland Office 7911 NE 33rd Drive Sutra 190 Portland, OR 97211 ph 503.281.7515 far 503.291.7579 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. 1. Structural Steel and Welding 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, MAYES TESTING ENGINEERS, INC. Michael S. !older, P.E. Vice President MSD:eII cc: Patrick Bums, Westfield America Mike Napolitano, JTM Construction Martin O'Leary, JTM Construction Troy McOmber, FSI Architects James E. Coughlin, Coughlin Porter Lundeen Dave Larson, City of Tukwila TOTAL P.02 # DATE START TM SENDER COM TIME PGS TYPE /NOTE DEPT 1 MAY -23 11:42 AM 425 745 1737 0:00:41 2 ECM OK \ RECEIVER TRANSACTION REPORT MAY 2 3 - 2 0 0 6 TUE 1 1 : 4 2 AM fel-m W bo I t REVIEWED FOR CODE COMPLIANCE sonenuryi MAY - 4 2006 INTERIOR 00:K RELOCATED TI1A91 COMPACTOR Sket* 9t v oiv,b,t4w bock " 1 Oty Of Tukwila QI ITI nTAIr nil/Tann' NEI ROOF THIS AREA INSIDE BUILDING \itSvA. P cS 70 SCOPE OF WORK: 1. CONCRE1E WALKWAY, WM GUTTER, lg PLANTER TO BE REMOVED (AREA INSIDE DASHED SOX) 2. ASPHALT PATON THE REMOVED AREA - FLUSH WIH DIOR ASPHALT SLWFACE 3. W1ER DIE TEMPORARY 000( IS ROAM INSTALL HEW WALKWAY, CURD, GUTTER, PLANTER ANO VEGETATION RI SAME LOCATION AS THAT REVOYED - 01Y 10 *ROVE VEGETATION TO REINSTALLATION. RECEIVED CITY OF TUKWILA MAY 0 3 2006 PERMIT CENTER vote 112- e `s m COUGHLINPORTERLUNDEEN e 0 0 April 25, 2006 Allen Johannessen City of Tukwila Building Division 6300 Southcenter Boulevard, Suite #100 Tukwila, WA 98188 RE: Sears Loading Dock Building Permit Plan Review - Permit # D06 -112 Dear Mr. Johannessen: We have the following responses to the structural plan check review comments for this project. 1. The primary loading dock materials have been changed to cold - formed metal and structural steel. See revised plans and calculations. 2. See revised plans and revised calculations, page 11. 3. See revised structural calculations, pages 7 thru 12. Sincerely, COUGHLIN PORTER LUNDEEN, INC. Tim Mealy, P.E. REVIEWED FOR CODE COMPLIANCE bononirep NAY - 4 2006 Of 7Uk*Ila CV IT1nn nnnSrnry P inzaapy Permtt No. RECEIVED CITY OF TUKWILA APR 2 6 2006 PERMIT CENTER I EXPIRES 7/25/07 w t CORRECTION LTR #� 413 PINE STREET • SUITE 300 SEATTLE. WA 98101 • P:206/343-0460 F: 206/343 -5691 ■.✓ COUGHLINPCTERLUNDEEN A CONSULTING STRUCTURAL AND CML ENGINEERING CORPORATION Revised Structural Calculations for the Westfield Southcenter Parking Structures Temporary Loading Dock and Causeway FSI Architects 4 -14 -2006 S05- 1622 -01 I EXPIRES 7/25/07 I Prepared by: Tim Mealy Seth Stapleton Project: SC garage Model: Loading Dock 1 .3o:s% R1 Loads have not been modified for strength checks Loads have not been modified for deflection calculations Flexural and Deflection Check Combined Bending and Shear P-ooF PL a 20 pc; it r- 25 pr( noon_ bL = 45 T s- /co pr¢ 2001 North American Specification 10.00 ft Section : ROnS20n -54 Single C dud (X -X Axis) Maxo = 3740.7 Ft -Lb Moment of Inertia, I = 6.573 in ^4 Date: 4/21/2006 Fy = 50.0 ksi Va = 2091.3 lb Reaction or Load Brng Pa Mmax Intr. Pt Load P(Ib) (In) (lb) (Ft -Lb) Value R1 450.0 1.00 574.6 0.0 0.94 R2 450.0 1.00 574.6 0.0 0.94 R2 Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection Span Ft -Lb Mao Ft -Lb (in) Ft -Lb Ma(Brc) (In) Ratio Center Span 1125 0 0.301 1125.0 Full 3740.7 0.301 0.104 U1149 Combined Bendino and Web Crippling Reaction or Vmax Mmax Va Intr. Intr. Pt Load (lb) (Ft -Lb) Factor VNa M/Ma Unstiffen Stiffen R1 450.0 0.0 1.00 0.22 0.00 0.05 NA R2 450.0 0.0 1.00 0.22 0.00 0.05 NA 0 Protect: SC garage Model: Loading Dock roof beams 2001 North American Specification 8.00 ft Section _(2) 800S200 -54 Boxed C Stud (X -X Axis) Maxo = 7481.4 t- Moment of Inertia, 1 = 13.145 InA4 Loads have not been modified for strength checks Loads have not been modifled for deflection calculations Flexural and Deflection Check Combined Bending and Shear Fy = 50.0 ksi Va = 4182.6 Ib Reaction or Load Bmg Pa Mmax Intr. Pt Load P(Ib) (In) (lb) (Ft -Lb) Value R1 900.0 3 50 1744.8 0.0 0.62 R2 900.0 3.50 1744.8 0.0 0.62 Date: 4/21/2006 Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection Span Ft -Lb Maxo Ft -Lb (in) Ft -Lb Ma(Brc) (in) Ratio Center Span 1800.0 0.241 1800.0 Full 7481.4 0.241 0.053 1J1795 Combined Bending and Web Crippling Stiffen Req'd ? No No Reaction or Vmax Mmax Va Intr. Intr. Pt Load (lb) (Ft -Lb) Factor V/Va M /Ma Unstlffen Stiffen R1 900.0 0.0 1.00 0.22 0.00 0.05 NA R2 900.0 0.0 1.00 0.22 0.00 0.05 NA 0 2 Protect: SC garage Model: Loading Dock Floor Joist @ 16" oc R1 Section : -54 Single C Stud (X -X Axis) Maxo = 3740.7 Ft -Lb Moment of Inertia, I = 6.573104 Loads have not been modified for strength checks Loads have not been modified for deflection calculations Flexural and Deflection Check Combined Bending and Shear 2001 North American Specification 10.00 ft Date: 4/21/2006 Fy = 50.0 ksi Va = 2091.3 Ib Reaction or Load Bmg Pa Mmax Intr. Pt Load P(lb) (In) (Ib) (Ft -Lb) Value R1 965.0 1.00 574.6 0.0 2.02 R2 965.0 1.00 574.6 0.0 2.02 R2 Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection Span Ft -Lb Maxo Ft -Lb (In) Ft -Lb Ma(Brc) (in) Ratio Center Span 2412.5 0.645 2412.5 Full 3740.7 0.645 0.224 L/536 Combined Bending and Web Crippling Reaction or Vmax Mmax Va Intr. Intr. Pt Load (Ib) (Ft -Lb) Factor VNa M /Ma nstiffen Stiffen R1 965.0 0.0 1.00 0.46 0.00 0.21 NA R2 965.0 0.0 1.00 0.46 0.00 0.21 NA BrA M CoM#JWfr° Ar wee M, &/Q C2I PHA WG, O 3 Project: SC garage Model: Loading Dock floor beams Section : (2) 800S200 -97 Boxed C Stud (X -X Axis) Maxo = 16104.3 Ft -Lb Moment of Inertia, I = 22.40710 Loads have not been modified for strength checks Loads have not been modified for deflection calculations Flexural and Deflection Check Combined Bending and Web Crippling Combined Bending and Shear 2001 North American Specification 8.00 ft I.o - 1. o Date: 4/21/2006 Fy= 50.0ksi✓ Va = 21770.6 Ib i Reaction or Load Brng Pa Mmax Intr. Pt Load P(Ib) (In) (Ib) (Ft -Lb) Value R1 2900.0 3.50 4953.9 0.0 0.70 R2 2900.0 3.50 4953.9 0.1 0.70 Mmax Mmax/ Mpos Bracing Ma(B rc) Mpos/ Deflection Span Ft -Lb Maxo Ft -Lb (In) Ft -Lb Ma(Brc) (In) Ratio Center Span 5800.0 0.360 5800.0 Full 16104.3 0.360 0.101 L/950 Stiffen Req'd ? No No Reaction or Vmax Mmax Va Intr. Intr. Pt Load (Ib) (Ft -Lb) Factor VNa M /Ma Unstiffen Stiffen R1 2900.0 0.0 1.00 0.13 0.00 0.02 NA R2 2900.0 0.1 1.00 0.13 0.00 0.02 NA O 4 din STEEL CODE: AISC LRFD Gravity Beam Desir, CRITICAL CASE, S1EEl, B t' Roof RAM SBeam v3.0.1 Licensed to: Coughlin Porter Lundeen, Inc. 04/25/06 09:05:50 SPAN INFORMATION (ft): I -End (0.00,0.00) J -End (18.00,0.00) Beam Size (Optimum) = W I OX I2 Total Beam Length (ft) = 18.00 Mp (kip -ft) = 52.50 Top flange braced by decking. LINE LOADS (k/ft): Load Dist (ft) DL LL I 0.000 0.012 0.000 18.000 0.012 0.000 2 0.000 0.200 0.250 18.000 0.200 0.250 SHEAR (Ultimate): Max Vu (1.2DL +1.6LL) = 5.89 kips 0.90Vn = 50.63 kips MOMENTS (Ultimate): Span Cond LoadCombo Mu @ Lb Cb Phi Phi *Mn kip -ft ft ft kip Center Max + I.2DL +1.6LL 26.5 9.0 0.0 1.00 0.90 46.94 Controlling 1.2DL +1.6LL 26.5 9.0 0.0 1.00 0.90 46.94 REACTIONS (kips): Left Right DL reaction 1.91 1.91 Max +LL reaction 2.25 2.25 Max +total reaction (factored) 5.89 5.89 DEFLECTIONS: Dead load (in) at Live Toad (in) at Net Total Toad (in) at PY = 50.0 ksi 9.00 ft = -0.321 UD = 673 9.00 ft = -0.378 UD = 571 9.00 ft = -0.699 UD = 309 5 Metal Framing Screw Shear Capacities d = 10 (screw #) d= 0.183 in t = t = t = 0.057 in t = 0.057 in Fu1 = F, _ F.O.S. = 3.0 16 ga. (member in contact w /screw head) 16 ga. (member not in contact w /screw head) 65 ksi (assumes 45ksi for 20,18 ga & 65 ksi for 16,14,12 ga) 65 ksi Pns = 4.2(t = Pns = 2.7t 1 = Pns = 2.7t 2 = Pas = Least of the above/F.O.S. Pas =I 524IIbs. 1.57 k (this case may not be applicable - see UBC 1.82 k 1.82 k ,4IAX, sYeA2 e 86AM Gd�VAin-17 oil= 3,a a2"It Cocha 0 v, cine w/ /0 4- /0 ruzsiits = 5z40* > 3,600 0K Project 6C-- Co ct - ate. .- — S•Par5 Icetc4, Lbck Project No. Client 413 PINE STREET • SUITE 300 • SEATTLE, WA 98101 • P. 206/343-0460 • P: 206/343 -5691 COULILINPORTERLUNDEEN STRUCTURAL • CIVIL • SEISMIC ENGINEERING Designed By. SC S Date: 4-2.,-0(0 Checked By Sheet of 7 Project SG GGIfICige — Ser„rs L110j:ti pack Designed By sE Project No. Client Checked By: 413 PINE STREET • SUITE 300 • SEATTLE, WA 98101 • P :206/343.0460 • F :206/343.5691 COULILINPORTERLUNDEEN STRUCTURAL • CIVIL • SEISMIC ENGINEERING KSS Po sf El cot Load ---> l e 4, Li qv- LA:a LG / 2eck Ono! brac;r-5, sew Ploig n tacs-5c Car Arno-V.1 Cs U SE »SS 4A 1 " e .Rle,4ua.4 Ao /i✓Y Date: 441-661 Sheet of 1 N1 0 0 0 0 3 2 N2 0 4" 0 0 3 N3 0 15 0 0 2 1 1.2D + 1.6L Yes Y 2 1.2 3 1.6 2 1.2D+T.06 +0. s Y . ° 2 +1.2 1 ; 1 3 •.5 3 0.9D +1.0E Yes Y 2 .9 . 1 1 Company : Coughlin, Porter,tundeen Designer : System Administrator Job Number : Joint Coordinates and Temperatures Joint Boundary Conditions Joint Label N1 N2 Reaction Reaction Joint Loads and Enforced Displacements (BLC 1 : E) Joint Label N3 1 2 N2 L.D.M L Direction X 2.76 Joint Loads and Enforced Displacements (BLC 2 : D) Joint Loads and Enforced Displacements (BLC 3 : L) Joint Label N3 L.D.M L Direction Y Load Combinations 17 X ]k n] Reaction Y ik/inl Reaction of t Label D M RISA - 3D Version 5.0d [P: \...\ENG \Misc\Loading Dock Seismic\Post.r3d] it 'o Apr 21, 2006 2:01 PM Checked By: Z Win] X RoL[k ft/rad] Y Rot.[k ft/rad] Z Rot.[k tt/radl Reaction Reaction k -ftI Magnitude[k in rad k•s ^2/ft] 1.23 a • nitude k k -ft in rad Ms" Magnitude[k k - in rad k s Z(ft] - 1 r BLC FaIXOr BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor Envelope Member Section Forces Axial ] 11.12 Ei Memher M1 z Shearpc] M Tnraue[k -ft lc 0 1 0 1 max imin max 1.297 1.297 3.566 10.697 14.263 max min 11.12 1.297 u•11 I ., 14 263 10.697 7.131 a r, 1111 -n ® rl-ili'1 U ,1i1]i1 n ''.72. - 4 max 2.56 1 1.297 2 0 1 0 1 0 1 3.566 Page 1 9 1 N1 max 3.566 2 11.12 1 0 1 0 1 0 1 0 1 2 19 'min. 0 1' 2.34 1 1.297 2 0 1 0 1 0 1 3 N2 max 0 1 0 1 0 1 0 1 0 1 0 1 1 0 min -7.556 2 ?, 0 1 0 1% 0 1 0 1 ;' 0 1' 5 Totals: max 0 1 11.12 1 0 1 6 . min . -3.99. .2 2.34 3 0 1 Company : Coughlin, Porter 6ndeen Designer : System Administrator Job Number : Envelope Member Section Forces (Continued) -11 Ic v -v Momen... Ic z -z Momen... lc Envelope LRFD Steel Code Checks 1 Member Shape M1 M2 HSS4X4X4 HSS4X4Xf .905 .892 IT&Iftl lc Shear ... Loc[ftl Dir Ic i Pnr. Ikl 2hlPntjkiphi Mn y- ...Dhi'Mn z -... Cb LRFD E.. 2 .077 .028 0 Y 2 123.035 79.288 139.293 1 9.293 16.16 16.16 16.16 6.16 ' H1 -1b H1 -1b Envelope Joint Reactio X Ikl RISA -3D Version 5.0d [P:\...\ENG \Misc \Loading Dock Seismic\Post.r3d] Apr 21,2006 2:01 PM Checked By: Page 2 c'0 0 1' 19 5 max 2.56 1 1.297 2 0 1 0 1 0 1 0 1 20 min .72 -.' 3 ; 0 1 0 1 0 `- 1 0 1 0 1 Company : Coughlin, Porter 6ndeen Designer : System Administrator Job Number : Envelope Member Section Forces (Continued) -11 Ic v -v Momen... Ic z -z Momen... lc Envelope LRFD Steel Code Checks 1 Member Shape M1 M2 HSS4X4X4 HSS4X4Xf .905 .892 IT&Iftl lc Shear ... Loc[ftl Dir Ic i Pnr. Ikl 2hlPntjkiphi Mn y- ...Dhi'Mn z -... Cb LRFD E.. 2 .077 .028 0 Y 2 123.035 79.288 139.293 1 9.293 16.16 16.16 16.16 6.16 ' H1 -1b H1 -1b Envelope Joint Reactio X Ikl RISA -3D Version 5.0d [P:\...\ENG \Misc \Loading Dock Seismic\Post.r3d] Apr 21,2006 2:01 PM Checked By: Page 2 c'0 tl 1 1 Project Catecit — 5 tatS /0J7,1 C4Gh Project No. Designed B ces Client Checked Br 413 PINE STREET • SUITE 300 • SEATTLE, WA 98101 • P. 206/343.0460 • F. 206/343 -5691 COU�'' STRUCTURAL • CIVIL • SEISMIC ENGINEERING Date: 4- 21--06 Sheet of / l C -k €c W 1 K P LA- TPA-l- 'CSR C SE 7`v Con/neat. DES /M6 IN/A/0 P/ZESSU/26 IrouLD N4 ✓6 7v 8G Qt' / EArT mo psi lbrA L /41/4/0 Pc/Z.GE P _ 150 r sf SSISMJC FR.c s CcWt7 -c$4 P/bf G L1 A a/Ua Pima edea/ aaa = /e 'x 2' = 36 J frA s- 16ltoo ,'elswtiG foRc_GS Cc3vrRot. 144D)d6, PocZ PESlG04 I /e 73 ' = hs '- Project l�G (9R1icie. — Spats Load'%+ fOcA Designed By SES Project No. Client Checked By 413 PINE STREET • SUITE 300 • SEATTLE, WA 98101 • P. 206/343 -460 • P 2061343 -5691 COUr�� LINPORTERLUNDEEN STRUCTOWAL • CIVIL • SEISMIC ENGINEERING Date: + - ZS - 06 Sheet of It April 13, 2006 Martin O'Leary 1730 Minor Av, Ste 1120 Seattle, WA 98101 RE: CORRECTION LETTER #1 Development Permit Application Number D06 -112 Sears Loading Dock — 400 Southcenter Mall Dear Mr. O'Leary: This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building and Planning Departments. At this time the Fire and Public Works Departments have no comments. Building Department: Allen Johannessen, at 206 433 -7163, if you have questions regarding the attached memo. Planning Department: Moira Bradshaw, at 206 431 -3651, if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, encl if arshall it Technician File No. D06 -112 Department of Community Development Steve Lancaster, Director „vti P:Vennifer\Correction Letters 12006\D06.112 Correction LV HI.DOC tern Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 Building Division Review Memo ` Date: April 7, 2006 Project Name: Sears Loading Dock Permit #: D06- 112 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner A Building Division conducted a plan review on the subject permit application. Please address the following comments In an itemized format with revised plans, specifications and /or other applicable documentation. PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (Drawing and structural calculations sheets shall be original signed wet stamp not copied.) 1 The material design for the temporary dock shall be consistent with the rated type of construction for the Sears building. Provide a new design for the dock where the materials shall be consistent with the current building type of construction. 2 The loading dock plan indicates "Diagonal Bradng ". However construction of the diagonal bracing requires more clarification for seismic and wind bracing. The new design details shall include type of materials and show how the diagonal bracing shall be constructed. 3 The new structural calculations shall include the lateral seismic and wind calculations. Should there be questions concerning the above requirements, contact the Building Division at 206-431- 3670. No further comments at this time. To: Martin O'Leary From: Moira Bradshaw Date: April 3, 2006 Subject: D06 -112 PLANNING DIVISION COMMENTS The Planning Division of DCD has reviewed the above permit application. Additional information is being requested: 1. Please update "proposed site plan" to show existing conditions as well as proposed in the subject area. DEPARTMENTS: r ,� B i gf g ivision Public Works ❑ Complete Comments: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28-02 PERMIT COORD COPYN, PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D06 -112 DATE: 04 -26 -06 PROJECT NAME: SEARS LOADING DOCK SITE ADDRESS: 400 SOUTHCENTER MALL Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued Fire Prevention Structural DETERMINATIQN OF COMPLETENESS: (Tues., Thurs.) Incomplete Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route u Structural Review Required REVIEWER'S INITIALS: PI No further Review Required DATE: DATE: 5`3 - v ia Div ision Permit Coordinator DUE DATE: 04-27-06 Not Applicable ❑ DUE DATE: 05 -25 -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: ACTIVITY NUMBER: D06 -112 PROJECT NAME: SEARS LOADING DOCK SITE ADDRESS: 400 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # DATE: 03 -29 -06 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: �u d um - ikJing Divis'ion Public Works Structural l qw, 34 n•ev DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: APPROVALS OR CORRECTIONS: Approved ❑ Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Documents/mufti' slip.doc 2-28-02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Bldg 511 fivg, 41 Fire Prevention Incomplete ❑ TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: Approved with Conditions ❑ DATE: DATE: p� d3 oS� Planning Division " ❑ Permit Coordinator DUE DATE: 03-30-06 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ LETTER OF COMPLETENESS MAILED: Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required DUE DATE: 04 -27-06 Not Approved (attach comments) Fire ❑ Ping PW ❑ Staff Initialsp Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the nail, fax, etc. Date: CS . 2CD • f C.D 0. • ... 0 t Response to Correction Letter # ❑ Revision # _ after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Sears Loading Dock Project Address: 400 Southcenter Mall Contact Person: Martin O'Leary Summary of Revision: C t�lot3 ' - -" - " l� v t7��O �\ S Sheet Number(s): A 1 r ' + • n "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by. /JOL��A/nAJI Entered in Permits Plus on City of Tukwila etter \applications\ forms- applications on Iinckevision submittal Created: 8 -13 -2004 Revised: 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 RECEIVED APR 4 6 2006 JTM CONSTRUCTION Plan Chech/Permit Number: D06-112 Steven M. Mullet, Mayor Steve Lancaster, Director APR 2 6 2006 PERWT CENTER Phone Number: (2 1094�0-0 Planning Division: Sincerely, Date: 04.25.06 Project: Southcenter Sears Temporary Dock Permit Application Number: D06 -112 Troy Ad. McOmber, AIA NCARB Principal Architect FSI ARCHITECTS A DIVISION OF FISHER R. SONS, INC. RECEIVED CITY OFTUKWI City Correction Comments If you have any questions, please do not hesitate to contact me. APR 26 2005 PERMIT CENTER Please find the responses to the questions and corrections as outlined in your Correction Letter #1, dated April 13, 2006. Building Division: 1. Please comments from Coughlin Porter Lundeen following. 1. Please see sheet A1.0 that shows the projects overall location and the location of the temporary dock in comparison. Sheet A1.3 shows the existing conditions of the dock area and the proposed dock location. CORRECTION 625 Fisher Lane, Burlington, WA 98233 www.fishersons.com LTR# I Ph: 360-7574094 Fax: 360 -757 -7944 Potp tit License Information License JTMCOC *95 IBC Licensee Name 5 T M CONSTRUCTION Licensee Type CONSTRUCTION CONTRACTOR UBI 600170606 Ind. Ins. Account Id OWNER Business Type INDIVIDUAL Address 1 METROPOLITAN PARK EAST Address 2 1730 MINOR AVE STE 1120 City SEATTLE County KING State WA Zip 98101 Phone 2065874000 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 1/3/2005 Expiration Date 1/3/2007 Suspend Date Separation Date Parent Company FISHER & SONS INC Previous License Next License Associated License Business Owner Information Name Role Effective Date Expiration Date FISHER, CHAD OWNER 01/03/2005 BERGLIN, BRUCE OWNER 01/03/2005 WOODMANSEE, MICHAEL OWNER 01/03/2005 Look Up a Contractor, Electrician 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. TRAVELERS CAS & STY 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 /lni/bbip /printer.aspx ?License= JTMCOC *951BC 05/08/2006 x x