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Permit D09-261 - WESTFIELD SOUTHCENTER MALL - SEARS - ESCALATORS AND SUPPORT STRUCTURE
SEARS 301 SOUTHCENTER MALL D09 -261 Citygf Tukwila Parcel No.: 5379200330 Address: 301 SOUTHCENTER MALL TUKW Suite No: Tenant: Name: SEARS Address: 301 SOUTHCENTER MALL , TUKWILA WA Owner: Name: WEA SOUTHCENTER LLC BSIP Address: TOTAL 13 PARCEL NUMBERS , 2010 NEW PLAT MAJOR 920247 00000 Phone: Contact Person: Name: RICHARD PLUMP, P.E. Address: 914 E KATELLA AV , ANAHEIM CA 92805 Phone: 714 385 -1835 Contractor: Name: SEATTLE CONST RESOURCES INC Address: 1414 ELLIOTT AV W , SEATTLE, WA 98119 Phone: 206 - 282 -7500 Contractor License No: SEATTCR101BZ DEVELOPMENT PERMIT Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Inspection Request Line: 206 431 - 2451 Web site: http: / /www.ci.tukwila.wa.us DESCRIPTION OF WORK: REMOVE AND REPLACE EXISTING ESCALATORS AND MODIFY SUPPORT STRUCTURE Value of Construction: $450,000.00 Fees Collected: $6,862.40 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2006 Type of Construction: IIB Occupancy per IBC: 0019 doc: IBC -10/06 * *continued on next page ** I Permit Number: D09 -261 Issue Date: 03/19/2010 Permit Expires On: 09/15/2010 Expiration Date: 02/05/2012 D09 -261 Printed: 03 -19 -2010 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Flood Control Zone: Hauling: N Start Time: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Permit Center Authorized Signature: I hereby certify that I have read and ex governing this work will be complied The granting of construction or Signature: Print Name: doc: IBC -10/06 City akukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /wwwci.tukwila.wa.us N 't does not pres rmance of work Volumes: Cut 0 c.y. Private: Profit: N Private: Permit Number: Issue Date: Permit Expires On: Date: Date: Size (Inches): 0 End Time: Fill 0 c.y. Start Time: End Time: Public: Non - Profit: N Public: O P D09 -261 03/19/2010 09/15/2010 d this permit and know the same to be true and correct. All provisions of law and ordinances hether specified herein or not. to give authority to violate or cancel the provisions of any other state or local laws regulating • I am authorized to sign and obtain this development p =rmit. This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. D09 -261 Printed: 03 -19 -2010 1: ** *BUILDING DEPARTMENT CONDITIONS * ** • City of Tukwila Parcel No.: 5379200330 Address: 301 SOUTHCENTER MALL TUKW Suite No: Tenant: SEARS 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 PERMIT CONDITIONS • Permit Number: D09 -261 Status: ISSUED Applied Date: 12/15/2009 Issue Date: 03/19/2010 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 4: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 5: Special inspection for sprayed fire - resistant materials applied to structural elements and decks is required. Special inspections shall be based on the fire - resistance design as designated in the approved construction documents. 6: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 7: 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. 8: The special inspections and verifications for concrete construction shall be required. 9: 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. 10: 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. 11: 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. 12: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 13: Manufacturers installation instructions shall be available on the job site at the time of inspection. 14: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 15: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building doc: Cond -10/06 D09 -261 Printed: 04 -12 -2010 • City of Tukwila Department (206- 431 - 3670). 16: 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. 17: ** *FIRE DEPARTMENT CONDITIONS * ** 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 18: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 19: Maintain sprinkler coverage per N.F.P.A. 13. Sprinkler protection shall comply with NFPA Section 8.15.4 (Vertical openings). 20: 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) 21: 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 sprinlder systems and all modifications to sprinlder 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 sprinlder work shall commence without approved drawings. (City Ordinance #2050) 22: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 23: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 24: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Cond -10/06 * * continued on next page ** D09 -261 Printed: 04 -12 -2010 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of construction or Signature: Print Name: doc: Cond -10/06 t does not presume to give authority to violate or cancel the provision of any other work or local laws regulating rmance of work. D09 -261 Printed: 04 -12 -2010 Parcel No.: 5379200330 Address: 301 SOUTHCENTER MALL TUKW Suite No: Tenant: SEARS 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 14: ** *FIRE DEPARTMENT CONDITIONS * ** doc: Cond -10!06 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us PERMIT CONDITIONS 5: The special inspections and verifications for concrete construction shall be required. • Permit Number: D09 -261 Status: ISSUED Applied Date: 12/15/2009 Issue Date: 03/19/2010 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 mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: 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. 6: 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. 7: 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. 8: 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. 9: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 10: Manufacturers installation instructions shall be available on the job site at the time of inspection. 11: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 12: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 13: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. D09 -261 Printed: 03 -19 -2010 ® • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us 15: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 16: Maintain sprinkler coverage per N.F.P.A. 13. Sprinkler protection shall comply with NFPA Section 8.15.4 (Vertical openings). 17: 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) 18: 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) 19: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 20: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 21: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206) 575 -4407. doc: Cond - 10/06 * *continued on next page ** D09 - 261 Printed: 03 -19 -2010 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. t does not presume to give authority to violate or cancel the provision of any other work or local laws regulating Signature: /A/ D , r Print Name: The granting of t construction or t doc: Cond -10/06 rmance of work. D09 -261 Printed: 03 -19 -2010 Tenant Name: Name: Richard Plump, P.E. • CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 h 1p:; %irirtr. c'i.tuktvila.we.us SITE LOCATION Site Address: 301 Southcenter Mall Suite Number: Sears Property Owners Name: Sears Holding Company - Todd Lemmert Mailing Address: 3333 Beverly Road, Hoffman Estates, IL 60179 CONTACT PERSON - who do we contact when your permit is ready to be issued Mailing Address: 914 E. Katella Ave., Anaheim, CA 92805 E -Mail Address: richardplump @peica.com 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 ** GENERAL CONTRACTOR•INEORMATION — (Contractor Information' for Mechanical (pg 4).for Plumbing and Gas Piping (pg 5)) Company Name: Mailing Address: State City Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: ARCHITECT OF RECORD — All plans must be wet stamped by Architect of Record Company Name: Mailing Address: Contact Person: E -Mail Address: ENGINEER OF RECORD — All plans must be wet stamped by Engineer of Record Company Name: Plump Engineering, Inc. Mailing Address: 914 E. Katella Ave., Anaheim, CA 92805 Contact Person: Richard Plump, P.E. E -Mail Address: richardplump @peica.com H:\Applications\Fonns- Applications On Line\2009 Applications \I -2009 - Permit Application.doc Revised: 1.2009 bh City Building permit No. Mechanical Permit No. Plumbing/Gas Permit Nb. . • Public .Works•Perniit No.. • Project No. • (For office use only) •••• • King Co Assessor's Tax No.: -- New Tenant: ❑ Yes m ..No State Day Telephone: (714) 385 -1835 City State Fax Number: (714) 385 -1834 State Floor: City State Day Telephone: (714) 385 -1835 Fax Number: (714) 385 -1834 Zip Zip Zip Zip City Day Telephone: Fax Number: Zip Page I of 6 BUILDING PERMIT INFORMATION— 206 -431 - 3670 Valuation of Project (contractor's bid price): $ 450,000 Existing Building Valuation: $ Scope of Work (please provide detailed information): Remove and replace existing escalators, modify support structure Will there be new rack storage? ❑ Yes 0.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes No If `yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: m Sprinklers m Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes m No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Fonns- Applications On Line\2009 Applications \I-2009 - Permit Application.doc Revised: 1 -2009 bh Page 2 of 6 . Existing Interior Remodel Addition to -Existing • Structure . • New , Type of .Construction per • • • IBC Type of ..Occupancy per • IBC • 1 Floor 600 rd Floor 600 3` Floor 600 • 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): $ 450,000 Existing Building Valuation: $ Scope of Work (please provide detailed information): Remove and replace existing escalators, modify support structure Will there be new rack storage? ❑ Yes 0.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes No If `yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: m Sprinklers m Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes m No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Fonns- Applications On Line\2009 Applications \I-2009 - Permit Application.doc Revised: 1 -2009 bh Page 2 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. BUILDING OW Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. nature: R AUTHO Print Name: Richard Plump, P.E. Mailing Address: 914 E. Katella Ave., Anaheim, CA 92805 ZED AGENT: Date Application Accepted: I� 1/1 tcl H:\ Applications \Fortes- Applications On Line\2009 Applications \I -2009 - Permit Application.doc Revised: 1 -2009 bh City Date: 12/09/2009 Day Telephone: (714) 385 -1835 State Staff Initials: Zip Date Application Expires: (Q -IL1 -fo Page 6 of 6 Receipt No.: R10 -00489 Payee: CORY SLOATE Payment Credit Crd VISA - Authorization No. 02533C ACCOUNT ITEM LIST: Description • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us TRANSACTION LIST: Type Method Descriptio Amount BUILDING - NONRES 000.322.100 STATE BUILDING SURCHARGE 640.237.114 RECEIPT • Parcel No.: 5379200330 Permit Number: D09 -261 Address: 301 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 12/15/2009 Applicant: SEARS Issue Date: Initials: JEM Payment Date: 03/19/2010 10:23 AM User ID: 1165 Balance: $0.00 4,160.80 Total: $4,160.80 Payment Amount: $4,160.80 Account Code Current Pmts 4,156.30 4.50 AYrIENT ECEVE doc: Receiot -06 Printed: 03 -19 -2010 Receipt No.: R10 -00613 Payee: CORY SLOATE ACCOUNT ITEM LIST: Description doc: Receipt -06 BUILDING - NONRES PLAN CHECK - NONRES Payment Credit Crd VISA - Authorization No. 03546C City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us TRANSACTION LIST: Type Method Descriptio Amount RECEIPT 1,461.07 Total: $1,461.07 Parcel No.: 5379200330 Permit Number: D09 -261 Address: 301 SOUTHCENTER MALL TUICW Status: ISSUED Suite No: Applied Date: 12/15/2009 Applicant: SEARS Issue Date: 03/19/2010 Payment Amount: $1,461.07 Initials: JEM Payment Date: 04/12/2010 01:35 PM User ID: 1165 Balance: $0.00 Account Code Current Pmts 000.322.100 885.50 000.345.830 575.57 PAYMENT RECEIVED Printed: 04 -12 -2010 Receipt No.: R09 -01998 Payee: PLUMP ENGINEERING, INC. • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us TRANSACTION LIST: Type Method Descriptio Amount Payment Check 17261 2,701.60 Authorization No. ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES RECEIPT Parcel No.: 5379200330 Permit Number: D09 -261 Address: 301 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 12/15/2009 Applicant: SEARS Issue Date: Payment Amount: $2,701.60 Initials: JEM Payment Date: 12/15/2009 11:24 AM User ID: 1165 Balance: $4,160.80 Account Code Current Pmts 000.345.830 2,701.60 Total: $2,701.60 AYMENT RECEIVED doc: Receiot -06 Printed: 12 -15 -2009 Project 'S - S Type of n§pe_ctiory� !fit Q( u .1 t Add: Date Called: Special Instructions: / Date Wanted: J tay Requester: Phone No: -t:r7 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: u' A i (, b A-1 �( P ( ,a II P <7r ,),'_3 A. _e Inspector: Date �'? 1-- ri $60.00 REINSPECTION FEE REOUIRf . Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: r 6,_4 t liG v 14 s e6.' --! .Is ,e0 °a1 !ii G-e_." c-- I Jr -� 6, . - I 5f--et �� s r� , L � I_ - (9V0.3 — x z_ :__ -,r,.. �^ / e(9 J) fl S C } t 42()/— — / /yep., A A Ai len _ Project: �w Af S Type of Inspection: Z A4. gc) . `Lr Address: 3 DI sG NA-)1 Date Called: I Special Instructions: 2 () 6 - ?' 4 - A y - (9V0.3 Date Wanted: a.m -� + + v Requester: Phone No: ?.o ° C I 1 ill INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION . 6300 Southcenter Blvd., #100, Tukwila, WA 98188 � (206)431 -3670 0 Approved per applicable codes. Corrections required prior to approval. Inspof r: ' 4AL\ rate:.7 ^ G� ( O ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: Type of Inspecti i F;A6- ' gkd ;(4'4 , Ad ` S C d A-1 �"� W op.__s ALF i...--e5 Jr: `[.- J ), l e S [1 '-1 A--/---0„, . M (/s fl-A -v p .11-11 Date Wanted: - - / PI £t;Ts rdar' 4 Tv pfd,- ' c c rr A 4`-� ( J 0 - - /0°2. t A 1 I A Project _5ea,5 Type of Inspecti i F;A6- ' gkd ;(4'4 , Ad ` S C d A-1 �"� Date Called: Special Instructions: Date Wanted: - - / - / J p.m. Requester: Phone No 2)G -7(4 - /0°2. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION t 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ❑ Approved per applicable codes. 6 orrections required prior to approval. Insp ctor: El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: r rd Receipt No.: `Date: Proje C Type of Inspection: /' • { Address: ` , 3 01 SC- /tti Date Called: Special Instructions: 0411 (I_ v C / Date Wanted: �— i i -co P.m. Requester: Phone No: -).n6 - 1 1 (4 -10oZ INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION IR.- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 COMMENTS: Inspe or: - 1 Date{ { I $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: A p p roved per applicable codes. 0 Corrections required prior to approval. 7 Project: Sew S Type of Inspection: S Address: Date Called: Special Instructions: / ! 64o 5-i - c.)( V p� 4-4- ! ,-`�� � Date Wanted: // -- /`m` 0 ' -7 -fa p.m. ( Requester: Phone No: 2_6( 91.4 — 100 Z 001-fir INSPECTION RECORD Retain a copy with permit INSPECTION O. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188' (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: .4 . Inspegfor: Date: 6 El $60.00 REINSPECTION FEE RE UIR D. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: COMMENTS: Type of I spection: t J K. - co L-0,..) -e. — V.LA -J .e. T : (rJ.J� (..., r I r-: ti - r,', . IAA t- A,ppi3 LS r `t C.I -ef 6.-- JC.J • Q 7 Phone No: (9 — ri l4 --1007_, i (',1 p ,` -2-J 6 ,� ( `e f (� '..& e,r e r AS 12_, riu.Q, I A Proje Type of I spection: t Address ( ✓ A 4--(1 Date Called: Special Instructions: n % A V " Date Wanted: ( -4` ( 0 p.m. Requester: Phone No: (9 — ri l4 --1007_, -1=r2 -2.01 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. EJ Corrections required prior to approval. ri $60.00 REINSPECTION FEE REQUIRED. )Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspector: Date: to _ J Receipt No.: Date: COMMENTS: k,-)4A, \ c n ' i e r , I P7 / �-f� t t G 1,0 t 1 t - 1 - v t t(-'e k) „i,-/ R R. )r(-; i'4 M A t' f r A- .-f , , 1 e) - E S te t - ciA..e s--ore Special Instructions: “.. (i� •1 .e ° .S,, j p‘ 1. -e9 s !A 5 _ A- Date Wanted: (p - Z - (O ' - p.tri (. S E S f i AO. ti r 0 C . t ,.C. t - A. A A . Project: S P� �S Type of Inspection: • FitQ.AG : ., Add _l a o / `C M A t' f Date Called: Special Instructions: Date Wanted: (p - Z - (O ' - p.tri Requester: Phone 0 ( 0 1 ip -- I O D Z._ Ouk D oq1- �v INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION t 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ❑ Approved per applicable codes. Corrections required prior to approval. El $60.00 REINSPECTION FEE REQUIRED. Priorlo inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspect r: Date: Receipt No.: 'Date: `r COMMENTSA ovit. / J 4 _d y �c 0 , - k . , c)n 34i 2 'AD -. N eeeil Ali S L f -Pr L.b�1 / I /f fi__6 s ". `C 1.-Pf ,(..- 44-e r Di „_)/ .. rid A-t: A I All 6 9 - P It A A^ ‘ p - Phone No: 2.a Co �'? 1 4 4 —1 0 2_ re ST �fs n ((2.„...., , ,,, ,,, pifx aA e c.h' ,r,._, EK__ 1 1i / Al . (AJt(t ckt i ( C s <4 P ,31 -'l C \)( A()T \ 11 4 Projecs:. e o C� Type of I spection: 1 -Vd t.. A-4. c rt G Address: � � � 30( � C M ` "l Date Called: Special Instructions: Eek. )U 4 /c_pr e C `e ek: g A is 0 4.„ /-t. j.� p J/T SfU<(. 11 P Date Wanted: �7 G � a'' .m, t- 6 �RD p.m. Requester: Phone No: 2.a Co �'? 1 4 4 —1 0 2_ INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 INSPECTION RECORD Retain a copy with permit PERMIT NO. Corrections required prior to approval. $60.00 REINSPECTION FEE R WIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspe tor: Date: Receipt No.: Date: Project: 5eGr Type of spection: f us� CO Addr ss _ cc ,(f k Date Called: Special Instructions: Date Wanted: • 2� ' a.m r — i o p.m. Requester: Phone No 2 CO -2c3 o —O W7 SPECTION NO. SPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 1-2 PERMIT NO. y� 'QPZ 1` 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. Corrections required prior to approval. COMMENTS: • .00 ' EINSPECTION F ' REQ RED. Prior to inspection, fee must be pa d a ' 6300 Southcenter : lvd., ' ite 100. Call to schedule reinspection. Recei . t o.: D ate Date: COMMENTS: l 2 . 3 - 6-/y ! 3 ✓- 7eie-Po 7 1 ;„ - ?,o,i *'/ -' •/- /.9/'' _•/ 3) aie / ��rY2' Afid5 .3 / 41. /ei . , _...Z,o / / /,?r / ,3f A4if-/ /% ._ 47 "t4� ' ✓/-17.1,:,v (, ,A.4.1 / ,/i- '/ v A47-..' 6770 I4-E S "...4,:t / 5 /-./ 7 . Special Instructions: Date Want d: Requester: ,t S. Proje Type of Inspection: Address: �� , Date Called: Special Instructions: Date Want d: Requester: Phone No: 4- ,70v -0711 INSPECTION RECORD Retain a copy with permit L /1 PERMIT`pJO. CITY OF TUKWILA BUILDING DIVISION to 4�_ 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43 1 -3670 INSPECTION NO. U Approved per applicable codes. NI Corrections required prior to approval. Date: 0 44 4 7 / .00 REINSPECTION EE REQUIRfl. Prior o inspection, fee must be id at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. eipt No.: 'Date: 3 Project e.a rS Type o Inspection: /e 6 A1 P / e Address: MY V/ 3 0 1 se M Date Called: Special Instructions: P—. // ff C A J J (� C rS riX" W VTf _ M dL A ! Burp 0J r srivu Of Date Wanted: - _ Requester: Phone No: 77j)(61.--40/5- 7j)(61.--40/5- / 5 469 — r INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION o� 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 0 COMMENTS: z de ?t /rr d tic) -V 1 ti I') Approved per applicable codes. ['Corrections required prior to approval.) 60.00 REINSPECTION E REQUI D. Prior to inspection, fee must be paid at 6300 Southcentf Blvd., S • e 100. Call to schedule reinspection. Receipt No.: 'Date: Project: e I r Type of Inspection: Address: Suite #: '.' \ 5, L \ {\0k.\\ Contact Person: Special Instructions: Phone No.: Zbla- dD -6 Needs Shift Inspection: !AN Sprinklers: ‘.-.5 Fire Alarm: ,(..,,�.,.&_ Hood & Duct: -{ Monitor: • ,.m Pre -Fire: 0 Permits: _ Occupancy Type: 11V\ INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT Approved per applicable codes. SiXYtt 444 Andover Park East Tukwila. Wa. 98188 206- 575 -4407 Corrections required prior to approval. COMMENTS: 64- .Inspector:. vv,. S1: .Date: Sirs:: k Ti $80.00 REINSPECTION FEE REQUIRED. You will-receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 Form F.P. 113 4 Project; , :,. j Pa i 5:+'7C • of Inspection: t • �t 4 /ter 4v a., Hood & Duct: Add lo f Q Suite - . i' Contact Person: Occupancy Type: Special Phone No.: `/25` 4 55S/ — o /acs Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT PERMIT NUMBERS 444 Andover Park East, Tukwi Ia, Wa. 98188 206- 575 -4407 Approved per applicable codes. I - 1 Corrections required prior to approval. COMMENTS: M tc I-f- Y k'7ne+S c ) geNe r w l� Date: /2 t Hrs.: /. 11 Inspector: n•$80.00 REINSPON FEE REQUIRED. You will receive an invoice from the City 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: s ‘, Type of Inspection: 6 Of i 4 isle,... C2e.0 Address 36i Suite J. e. ill' vi Contact Person: Special Instructions: Phone No.: : '4ZZ) Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: • Pre-Fire: Permits: • . Occupancy Type: • 3 INSPECTION NUMBER INSPECTION RECORD Retain - a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Doi 2C/ .PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 r<proved• per applicile codes. COMMENTS: 0 A "AO ro ••••-•.+.■ Inspector: imx -s Corrections required prior to approval. • I Date: pe a H A,. $80.00 REINSP FEE REQUIRED. You will receive-an invoice from thetity of Tukwila Finance Department. • Call to schedule a.reinspection.. • Word/Inspection Record rm.Doc 1/13/06 T.F.D. Fm F.P. 113 • Project: 5 e42 r 5 \ Type of Inspection: Address: 3, 11 5 C )444 1) Suite .ik, Contact Person: CAP " - Special Instructions: i Phone No.: lit r— rel..__vitoo Needs Shift Inspection: • Sprinklers: Fire Alarm: _ Hood & Duct: Monitor: Pre -Fire: • . - Permits: • Occupancy Type: INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT A0694_- 4/ +� s-or& PERMIT NUMBERS 444 Andover Park East Tukwila, Wa. 98188 206- 575 =4407 ' Approved per applicable codes. n Corrections required prior to approval. COMMENTS: cy% -#-rj C'r?d1,r... t,tv, ates2. e. ! • Inspector: 01 3-3 I Date: 6 /yip" Hrs.: V $80.00 REINSPECTION FEE REQUIRED. You will receive an invoicefrom City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F:P.'113 COMMENTS: Sprinklers Type of Inspection: . d Goo, Hood &Duct: ,Qo r O_ (o Co.1c.,•- . . Addres G 1. Suite #: c c . IAA 4.1 t . • -- &®1/ t- .I.A s 1 fP g iv-8, ,1„:4-- 5 4, 4p,,.. ,dm 4. '�t,i A ro S <o,r of i , v'f /S AIF - i; 4 k - _ ,.... — Jai+ ®h e....4 /,,.i 4 /r 13'a 1g .. — pro,/ ea PO iga. c 0Ve-vi wed6t l/ 4 is ,v S de—vie Project: ce4_,T s Sprinklers Type of Inspection: . d Goo, Hood &Duct: Monitor: Pre -Fire: ~ ':V. . Addres G 1. Suite #: c c . IAA 4.1 t . • Contact Person: C +„c Why _ , 0 4 k Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers Fire Alarm: Hood &Duct: Monitor: Pre -Fire: ~ ':V. Permits: Occupancy Type: INSPECTION NUMBER yea INSPECTION Retain a copy with permit CITY OF TUKWIIA FIRE DEPARTMENT " - Z41 PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Inspector: Approved per applicable codes. Word /Inspection Record Form.Doc [gf Corrections required prior to approval. r.4 Date: • ,'/ i , --4 4 $80.00 REI[NSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Hrs.: i. ri 1/13/06 T.F.D. Form F.P. 113 July 9, 2010 City of Tukwila Building Department 6200 Southcenter Blvd Tukwila, Washington 98188 Items inspected are: 1. Epoxy grouting 2. Structural steel erection - welding Sincerely, OTTO ROSENAU & ASSOCIATES, INC. Sinn � -m0e.i- Susan Rosenau -Moser Vice President OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing 6747 M. L. King Way South, Seattle, Washington 98118 -3216 USA Tel: (206) 725 -4600 • Toll Free: (888) OTTO -4 -US • Fax: (206) 723 -2221 WBE W2F5913684 • WABO Registered Agency • Website: www.ottorosenau.com RECEIVED JUL' 122010 COMM DEVELo FINAL REPORT Project: Sears - Southcenter Permit Number: D09 -261 Address: 400 Southcenter Mall, Tukwila Job Number: 10 -0180 We state that the work requiring special inspection was, to the best of our knowledge, in conformance with the approved plans and specifications and the applicable workmanship provision of the building code. Our knowledge is limited to our reports. All typewritten reports have been mailed to your office or are enclosed. All reports appear to be complete. This report should not be considered as a warranty for conditions and /or details of the building. Fax c: Seattle Construction Resources Attention: Mr. Tony Homan Inspections Performed Proprietary Anchors: Steel Decking Other (specify): • Anchor Bolt Installation Structural Steel Fabrication • Epoxy Grouting (Rebar / Bolts) X Structural Steel Erection OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 123844 Project: Address: • Inspector and Date Anthony Allen 4/15/2010 Sears - Southcenter 400 Southcenter Mall, Tukwila Conforms Copies to: X Client Engineer Owner Contractor Architect Building Dept. CONSTRUCTION INSPECTION REPORT Reference Standard(s) Used: ICC ES ESR 2508 'Others Permit Number: Job Number: Client Address: Remarks Technical Responsibility: pectivei COMMUNITY DEVELOPMENT 009 -261 10 -0180 1414 Elliott Ave W, Seattle, WA 98119 On site to inspect the epoxy grouted installation of 5/8" diameter x 12" long grade A36 all- thread rod anchor bolts into 4'/2" deep x 3/4" diameter holes with Simpson SET XP epoxy.( expiration date 07/31/11) Holes were cleaned per the manufacturer's recommendations. Anchor bolts were used to anchor the tube steel bracing per SK -1 and SK -2 dated 4/9/20. Inspected the installation of 24 bolts total. alter C. nsen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 - 4600 or 1 888 - OTTO - 4 - US - Fax (206) 723 - 2221 Form No.: ADMIN -63-02 (Rev 11/08) • Reinforcing Steel @ All Thread Bar /Dowel Size & Quantity: Anchor Size & Quantity: %" (39) Rebar Manufacturer: Type of Steel (ASTM): ►5 A -36 • A -325 • A-449 • Other: Rebar Grade: • 40 • 60 • Other: Type of Bar: • A -615 • A -706 • A -775 • Other: Special Ductile Quality (SDQ): • Yes • No Anchor Length: 6 Yz" Hole Depth: 6 3/4" Required Embedment: 6" Hole Diameter: 7/8" Concrete Thickness: 20" Concrete Strength: n/a Concrete Base Material: • Normal Weight Concrete • Light Weight • CMU • Brick • Composite Deck Other: Vacuum Compressed Air PSI: n/a Hole Cleaning: • Compressed Air • Hand Pump 0 Hole Condition: Brushed: ■ Yes • No ►5 Dry • Damp • Water Saturated • Submerged Approved Diamond Cored Drill Bit (ANSI B212.15): 0 Yes • No Hole: • Yes i4 No Adhesive Type: Simpson XP Expiration Date: 10/31/2011 ICC ESR #: 2508 Weather: Inside Ambient Temperature: 70° Substrate Temperature: 70° OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 10 -0180 Project: Sears - Southcenter Address: 400 Southcenter Mall, Tukwila Inspector: Isaac Ruoff Description /Location: Escalator Shim Plates. Intended Use: Anchor Bolts Reference Standard(s) Used: Copies to: X Client Engineer Owner Contractor Architect X Building Dept. PROPRIETARY ANCHOR ADHESIVE INSPECTION REPORT Report Number: 122942 Permit Number: D09 -261 Client: Seattle Construction Resources Address: 1414 Elliott Ave W, Seattle Date: 4/23/2010 Building Code & Year: I BC2006 Comments Approved plans call for Hilti RE- 500-SD epoxy. Written engineer of record approval of the substitution required to conform this report. Others Technical Responsibility: Conforms Does Not Conform X alter C ansen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 - 4600 or 1 888 - OTTO - 4 - US - Fax (206) 723 - 2221 Foim No.: ADMIN -86-01 (Rev 09/09) Inspections Performed Proprietary Anchors: Steel Decking Other (specify): • Anchor Bolt Installation Structural Steel Fabrication • Epoxy Grouting (Rebar / Bolts) Structural Steel Erection X OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 124025 Project: Address: Client: Inspector and Date Rick Hardy 4/26/2010 Sears — Southcenter 400 Southcenter Mall, Tukwila Seattle Construction Resources Copies to: X Client Engineer Owner Contractor Architect Building Dept. Escalator pit, 2 & 3rd floors Plug welds as per 2 & 2A/S2. CONSTRUCTION INSPECTION REPORT Others Permit Number: Job Number: Client Address: Remarks Performed visual inspection of structural steel erection on the following: Technical Responsibility: D09 -261 10 -0180 1414 Elliott Ave W, Seattle, WA 98119 All welds conform to AWS D1.1 -2008 and are as per City of Tukwila approved plans and details. WABO certified welder: John Korak — W06012, expires 4/11. Conforms 'ter C. F,t'ansen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 Form No.: ADMIN -63 -02 (Rev 11/08) Plump Engineering, Inc. 914 E. Katella Avenue Anaheim, CA 92805 ino 714- 385 -1835 FAX: 714 - 385 -1834 Project: Sears - 1139 PEI Job # 081064 To Whom It May Concern: The use of Simpson XP can be used in lieu of Hilti epoxy. If you have any questions, please contact me. p Engineering, Inc. Richar• ` ump, P.E. President MEMO Date: June 2, 2010 43 ai Structural Engineering Client: Sears Holding Company 914 E. Katella Avenue Title: Sears 1139 - Tie Beam Anaheim, CA 92805 File: 081064 Date: April 24, 2010 Phone (714) 385 -1835 PLUMP ENGINEERING INC. Fax (714) 385 -1834 By: RP Sheet: SK1 (E) 8 "x20" CONCRETE COLUMN (E) 10" CONCRETE WALL TYP> 1/41/ HSS12x12x1/4 —\. 3/4" R x 18" SQ. w/ (4) 7/8 "0 ALL — THREAD THROUGH BOLTS (1 "0 HOLE THROUGH THE CONCRETE) w/ 5/8" x 18" SQ. BACKING PLATE Co-- -1-- .y *^�" = .- .*_' "`s'. L`.+k '. Lfl:C ., ^ 1,..0" ' j�• .�F.i4 uy* q ax �swr sswr " taM:v s a;u e ws wk x .. ri r?j; n tR „ +st2 r�. .i._Ywz�.ha{a pcR k m3 ,i• rePtntft afati r 4$10094 ¥ \' Z= ....; 5.; 141,� =� > z ! Project: Location: Revisions: PLUMP ENGINEERING INC. Client: Sears Holding Building Code: 2006 IBC These ca valid unless si.ned and sealed in s.ace above. FILE COPY STRUCTURAL CALCULATIONS Sears #1139- New Escalators 400 Southcenter Mall, Tukwila, WA 98188 Plump File No: 081064 By: G.M.P. Date: November 14, 2008 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 2 2009 City of Tukwila B UILDING DIVISION 914 E. Katella Avenue, Anaheim, CA 92805 (714) 385 -1835 Fax (714) 385 -1834 cnif DEC 15 2009 PERMIT CENTER O1 2io � PLUMP ant ENGINEERING INC. Plump Engineering, Inc. 914 E. Katella Avenue Anaheim, CA 92805 714- 385 -1835 FAX: 714- 385 -1834 RichardPlump @ Peica.com AS $ - FoR, REFER LE oNLY PLUMP ENGINEERING INC Plump Engineering, Inc. 914 E. Katella Avenue Anaheim, CA 92805 714 - 385 -1835 FAX: 714- 385 -1834 RichardPlump L Peica.com fi I��iIDViari 3E�•i �l aOa �lY•Y. • i L - w .4111111411 6111=11. 4.11. 111111111 mow a� 'SAS gV 1(. F-O 'l^E F E 9,t.") LE 0 L•Y I L_ 1 1 T1 - s s 1 o r I I II II II I, II 1L__�LJL�L _ 79 ,i0 1.1 II ti 11 1 it 1 I II II I , 11 II II 1I II II I I It I 11 II II II II II II II II I 11_1 LJ L J L_I LJ LJ LJ L.,JL_JL 11 r n rin r ° rvr .C.S"1' r v rl d� IC 1 Ilt I I II I II I II I II I 1 it II .11 � I I III II I I I I I 1 1 „-' 1 I i L_J l+:}1 L J. L_-1 L_J`J , II fl I I I I • I ' II 'I I I II I I I II I r- 1 r1 II I rl� Iji 111 11 ilr II I II 1 I li I' li I 41 i t it II I 11-11 II I L 1 L_LJLJ_ r�1r .. • _ $ 1-95 1 0 .r N o � ,Iillii ii II • J LJLJLJL.JLJLJ It II II II it I1 II R li. II hi 1 .1 .. J Lr1.LJl�.L, Ill I! ! { I 11 It 1 ' t L L r ; r'� T I I I it 1 1 11 I I Ntra,as.a,r.meir '1 I 1 H I _ LJ L L,J L_J.1 -J. - -J I , I I 1 1 i I II Sv II PLUMP ENGINEERING INC. Concrete Beam Analysis Section 8A Beam (B82) Length = 12.50 ft Width = 18 in Height = 18 in Plump Engineering, Inc. 914 E. Katella Ave., Second Floor Anaheim, CA 92805 714- 385 -1835 Fax: 714 - 385 -1834 RichardPlump @ Peica.com Section 8 Beam Length = 6.00 ft Width = 12 in Height = 14 in Floor Loads Floor Loads Start = 0 ft Start = 0 ft End = 12.5 ft End = O ft Tributary = 3 ft Tributary = 0 ft DL = 36 psf DL = 0 psf LL = 75 psf LL = 0 psf Start = Oft Start = O ft End = 7.25 ft End = 6 ft Tributary = 2 ft Tributary = 2 ft DL = 36 psf DL = 36 psf LL = 75 psf LL = 75 psf Escalator Load Escalator Load Start = 7.25 ft Start = 0 ft End = 12.5 ft End = 5.25 ft Point Load = 16.0 k (Top Load) Point Load = 13.9 k (Bottom Load) Width = 5.25 ft Width = 5.25 ft• TL = 3048 plf TL = 2648 plf DL = 762 plf DL = 662 plf LL = 2286 plf LL = 1986 plf IIVYI IIVIIt1111/ INC. Plump Engineering, Inc 914 E Katella Ave. Anaheim,. CA 92805 714 - 385 -1835 714 - 385 -1834 FAX dig'"` -#13011: O,Ox1 al l Concrete Beam Design Description : (E) Concrete Beam (8 /S5) Material Properties fc 1l2 = 3.0 ksi fr = fc 1/2 7.50 = 410.792 psi yf Density = 145.0 pcf Elastic Modulus = 3,122.0 ksi Load Combination 2006 IBC & ASCE 7 -05 Fy - Main Rebar = E - Main Rebar = ! Maximum Bending Stress Ratio = Section used for this span Mu : Applied Mn * Phi : Allowable Cross Section Strength & Inertia Cross Section Bar Layout Description 60.0 ksi Fy - Stirrups = 29,000.0 ksi E - Stirrups Stirrup Bar Size # Num of Bars Crossing Inclined Crack = Section 1 2 - #6 (eil d= 12.5 ", Maximum Vertical Reactions - Unfactored Support & Load Combinati Shear Stirrup Requirements Phi Values Flexure : 0.90 Shear : 0.750 0.850 (31 • Cross Section & Reinforcing Details Rectangular Section, Width = 12.0 in, Height = 14.0 in Span #1 Reinforcing.... 246 at 1.50 in from Bottom, from 0.0 to 6.0 ft in this span Applied Loads 0.428: 1 Typical ecti 19.7014 k -ft 46.0835 k -ft Load Combination +1.20D+0.50Lr +1.60L ±1.60H Location of maximum on span 2.967ft Span # where maximum occurs Span # 1 40.0 ksi 29,000.0 ksi # 3 1.0 EL ft Beam self weight calculated and added to loads Load for Span Number 1 Uniform Load : D = 0.0360, L = 0.0750 ksf, Tributary Width = 2.0 ft (FLo of L_oAb Uniform Load : D = 0.6620, L = 1.9860 k /ft, Extent = 0.0 -» 5.250 ft, Tributary Width = 1.0 ft (tSCAL Al of- DESIGN SUMMARY Support Reaction 6.315 k Support 1, (Lr+L +S) Maximum Vertical Reactions - Unfactored Load Combination Support 1 Support 2 Overall MAXimum 6.315 5.012 D Only 2.678 2.244 I 21.'' - W x to '5jG,t. oo = 1 - 13 LOnly 6.315 5 .012 5.0 12 c ‘b'>s / ty . 00 = 3.61b x (Po L° " °^I Lr+L +S 6.315 5.012 #3 stirrups (1.0 legs) at 7.25 in o/c from 0.00 to 1.47 ft along span, Condition : PhiVc/2 < Vu <= PhiVc No Stirrups Required from 1.48 to 4.43 ft along span, Condition : Vu < PhiVc/2 #3 stirrups (1.0 legs) at 7.25 in o/c from 4.45 to 6.00 ft along span, Condition : PhiVc/2 < Vu <= PhiVc Title : Sears #1139 Dsgnr: GMP Project Desc.: Project Notes : Job # 081064 File: p:1ENERCALC1081064.ec6 ENERCALC, INC 1983 -2008, Ver 6 0 20, N Lice Owner sPLUMPa,`ENGINEERINGjiNC, Lttrttl"11 '..r Imo'. '�C'h - .'Ui? ACt 318-05 Service loads entered. Load Factors will be applied for calculations. LORO) Maximum Deflection Max Downward L +Lr +S Deflection 0.007 in Max Upward L +Lr +S Deflection 0.000 in Live Load Deflection Ratio 10269 Max Downward Total Deflection 0.007 in Max Upward Total Deflection 0.000 in Total Deflection Ratio 10269 Phi *Mn (k -ft) Moment of Inertia (in^4 ) Btm Tension Top Tension I gross Icr - Btm Tension Icr - Top Tension 46.08 2.21 2,; 44.00 833.61 tiMitsti 5.87 Plump Engineering, Inc 914 E. Katella Ave. Anaheim,. CA 92805 714-385-1835 714-385-1834 FAX ihro(c MVP 110.1111U lit i Concrete Beam Design it.Kr#M.K.vv: Description : (E) Concrete Beam (8/S5) Maximum Forces & Stresses for Load Combinations Load Combination Bending Stress Results ( k-ft ) Location (ft) Segment Length Span # in Span Mu : Max Phi*Mnx Stress Ratio MAXimum BENDING Envelope Span # 1 1 2.967 19.70 46.08 0.43 +1.40D Span #1 1 2.967 5.56 46.08 0.12 +1.20D+0.50Lr+1.60L+1.60H Span # 1 1 2.967 19.70 46.08 0.43 +1.20D+1.60Lr+0.50L Span # 1 1 2.967 9.43 46.08 0.20 Overall Maximum Deflections - Unfactored Loads Load Combination Span Max. "-" Defl Location in Span Lr+L+S 1 0.0070 2.925 Maximum Deflections for Load Combinations - Unfactored Loads Load Combination Span Max. Downward Defl Location in Span D Only L Only L r+L-rS 20 • 15 ▪ 10 5 o BEAM » 14 7 BEAM---» ro • -5 ▪ -11 BEAM---» -0.0018 c -0.0036 -0.0054 0) -0.0072 0.23 0.57 1 1 0.0030 0.0070 0,0070 2.925 2.925 2.925 Title : Sears #1139 Dsgnr: GMP Project Desc.: Project Notes Load Combination 1.15 1.73 2.32 2.90 3.48 Distance (ft) 8 MAXimum BENDING Envelope U +1.40D El +1.20D+0.50Lr+1.60L+1.60H 0.68 1.28 1.73 2.18 2.78 3.23 3.68 File: p:IENERCALCI081064.ec6 ENERCALC, INC. 1983-2008, Ver 6 0 20, N.46211 MCelISPLOVIATIROMFON.P.N F....e.. Max. Upward Defl Location in Span 0.0000 0.000 0.0000 0.000 0.0000 0.000 4.07 41r 4.28 Distance (ft) Overall MAXimum Envelope IN D Only Q L Only E Lr+L+S 4.65 +1.20D+1.60Lr+0.50L Distance (ft) MAXimum SHEAR Envelope E +1.40D D +1.20D+0.50Lr+1.60L+1.60H FE +1.20D+1.60Lr+0.50L 4.73 Job # 081064 Max. "+" Defl Location in Span 0.0000 0.000 0.57 1.15 1.73 2.32 2.90 3.48 4.07 4.65 5.23 5.82 5.23 5.18 5.78 5.82 5.93 r Plump Engineering, Inc. 914 E. Katella Ave. ' ?: Anaheim, CA 92805 714 - 385 -1835 714- 385 -1834 FAX Hour 1110111111.1 INC. Concrete Beam Design Description : (E) Concrete Beam (8A /S5) Material Properties fc trz = 3.0 ksi 6 Phi Values Flexure : 0.90 fr = f c * 7.50 = 410.792 psi Shear : 0.750 yf Density = 145.0 pcf (3 = 0.850 Elastic Modulus = 3,122.0 ksi Load Combination 2006 IBC & ASCE 7 -05 Fy - Main Rebar = 60.0 ksi Fy - Stirrups = 40.0 ksi E - Main Rebar = 29,000.0 ksi E - Stirrups = 29,000.0 ksi Stirrup Bar Size # # 3 Num of Bars Crossing Inclined Crack = 1.0 Cross Section & Reinforcing Details Rectangular Section, Width = 18.0 in, Height = 18.0 in Span #1 Reinforcing.... 3-#9 at 1.50 in from Bottom, from 0.0 to 12.50 ft in this span Applied Loads Beam self weight calculated and added to loads Load for Span Number 1 Uniform Load : D = 0.0360, L = 0.0750 ksf, Tributary Width = 3.0 ft (,F L.00Q t.o a0� Uniform Load : D = 0.0360, L = 0.0750 ksf, Extent = 0.0 -» 7.250 ft, Tributary Width = 2.0 ft (..“.00lt t-ohb' Uniform Load : D = 0.7620, L = 2.2860 k /ft, Extent = 7.250 -» 12.50 ft, Tributary Width = 1.0 ft (ES LA L-q tpt t, o,4p� Point Load : D = 1.6430, L = 3.670 k 6.250 ft (pot NS LOAD I OAI\ 2j/55) DESIGN SUMMARY Maximum Bending Stress Ratio =19: 1 Section used for this span Typical Mu : Applied 101.861 k -ft Mn * Phi : Allowable 196.279 k -ft Load Combination Location of maximum on span Span # where maximum occurs Cross Section Strength & Inertia Cross Section Section 1 3 - #9 @d -165" Bar Layout Description Maximum Vertical Reactions - Unfactored Support & Load Combinati Support 1, (Lr+L +S) Maximum Vertical Reactions - Unfactored D(0.072) L(0.151 ,0,1C8) -'-1 .20 D+0.50 Lr +1.60 L +1.60 H 6.250 ft Span # 1 Load Combination Support 1 Support 2 Overall MAXimum 8.369 14.873 D Only 5.568 7.669 L Only 8.369 14.873 Lr+L +S 8.369 14.873 UT 125()ft Title : Sears #1139 Dsgnr: GMP Project Desc Project Notes : L(3.6/) L(0.2 :5) Support Reaction 8.369 k Shear Stirrup Requirements #3 stirrups (1.0 legs) at 5.00 in o/c from 0.00 to 4.69 ft along span, Condition : PhiVc/2 < Vu <= PhiVc Ca iculatOi?s p ; i3CC 2006, CBC :.007. ACt 318 -05 D(0.762) L(2.286) • • • Service loads entered. Load Factors will be applied for calculations. Maximum Deflection Max Downward L +Lr +S Deflection Max Upward L +Lr +S Deflection Live Load Deflection Ratio Job # 081064 File: p:1ENERCALC1081064.ec6 ENERCALC, INC. 1983 -2008, Ver: 6.0.20, N:46211 I!i'cerIR t3wtafal! NIMAGINgai G .G " ifilMitstrar414110411M 0.055 in 0.000 in 2732 Max Downward Total Deflection 0.055 in Max Upward Total Deflection 0.000 in Total Deflection Ratio 2732 Phi Mn (k -ft) Moment of Inertia (inA4 ) Btm Tension Top Tension I gross Icr - Btm Tension Icr - Top Tension 106 8 3.56 s,7:i6 q0 _ .. 4,360 n8 - - -- - 12.46 I- Co (1) r . /11Y1 MI111111/ INC Plump Engineering, Inc 914 E. Katella Ave. Anaheim,. CA 92805 714 - 385 -1835 714 - 385 -1834 FAX tifi �j. #j 31.96060018 1 ENERCALC, Concrete Beam Design Description : (E) Concrete Beam (8A /S5) Shear Stirrup Requirements No Stirrups Required from 4.72 to 9.06 ft along span, Condition : Vu < PhiVd2 #3 stirrups (1.0 legs) at 5.00 in o/c from 9.10 to 11.70 ft along span, Condition : PhiVd2 < Vu <= PhiVc #3 stirrups (1.0 legs) at 8.25 in o/c from 11.74 to 12.50 ft along span, Condition : PhiVc < Vu Maximum Forces & Stresses for Load Combinations Load Combination Location (ft) Bending Stress Results (k -ft ) Segment Length Span # in Span Mu : Max Phi *Mnx Stress Ratio MAXimum BENDING Envelope Span # 1 1 6.250 101.86 196.28 0.52 +1.40D Span # 1 1 6.250 34.88 196.28 0.18 +1.20D+0.50Lr +1.60L +1.60H Span # 1 1 6.250 101.86 196.28 0.52 +1.20D +1.60Lr+0.50L Span # 1 1 6.250 52.38 196.28 0.27 Overall Maximum Deflections - Unfactored Loads Load Combination Span Max. " " Defl Location in Span Load Combination Lr +L +S 1 0.0549 6.406 Maximum Deflections for Load Combinations - Unfactored Loads Load Combination Span Max. Downward Defl Location in Span D Only L Only Lr+L +S 104 78 52 26 o BEAM - - -» 20 7 BEAM - - -» - -20 -34 BEAM - - -» -0.014 c -0.028 v -0.042 0 -0.056 0.78 1.22 1.22 2.03 2.47 2.47 3.28 0.0238 0.0549 0.0549 3.72 3.72 6.406 6.406 6.406 Title Sears #1139 Dsgnr: GMP Project Desc.: Project Notes Max. Upward Defl Location in Span 0.0000 0.0000 0.0000 4.97 6.22 Distance (ft) 0 MAXimum BENDING Envelope in +1.40D EJ +1.20D +0.50Lr +1.60L +1.60H ® +1.20D +1.60Lr +0.50L i] A 4.97 6.22 4.53 5.78 Distance (ft) ei Overall MAXimum Envelope II D Only L Only tI9 Lr +L +S 7.03 7.47 7.47 8.28 8.72 8.72 9.53 File: p INC. 1983 -2008, Ver: 6.0.20, N:46211 al.ERIGiN EERINLS1INC. Max. " +" Defl Location in Span 9.97 9.97 0.0000 0.000 0.000 0.000 0.000 Distance (ft) MAXimum SHEAR Envelope IS +1.400 +1.20D +0.5OLr +1.60L +1.60H 8d +1.20D +1.60Lr +0.50L 10.78 Job # 081064 11.22 11.22 12.03 12.47 12.47 Iz 1 I 2 L___ 3 ( s s I s 9 e 1 ID J n t IA -- E C E . 1 PLAN VIFM .4 •• ••.) ., I A --- 0 — N _ — olr it C ,s- S ' �I) k I _ ! _ .._ —_ - - - - -- - - - -- I _ SEE NOTE ry REVISED ISED �_ —_— L� A —�∎ A J t i i --- - - - - -- — — iu jj ' ��pp �� END V �r ali ' 00.36 0206460 2 5' 90026 FEED (SEE NOTE C) PURCHASER NOTES: .ROSH Cr 5061246 1K A424A21R 055+_(5 70 PROVIDE u6 % "0040 rLL i an1.170110 c 6 84(51 201. S5 F [ %w; , f . o PACES [ u9 r ¢ ■OLIS r Y, g p u .. DGFJ1 D9(WLAWiS!.M1D55 ME NU1'-0TI 0r X u � st. SS[ °SUPPPfOuR�TTrt.EC EARS 70 0E AAPASD 0CVO' WIER P-C °OR [ u ' SP AAn � 5 0= Cf CRCLRM ACM % ID ACC/1 M • - 1M 1 -Iw1 R _P- °u°1jim,el>ue�T rm A;a[ (°au, l a a1.r.tx er ,(urn ,,W 6+o- °[auMCD AT IInPEn 00l .y AID 6021251m�1256 9Kf3 Aa 2! 1 k 0CNTE ISM ]0 naES oust ¢ A(. Y u u na /Irtr a A611a[ ( u [. Al, PWI E I KS Ar1j itiT Llir A -S 0635 n4.3 ° 6 <smi - O U o Bit.i mi.6 auei 0sue �n llul xe i (uu u As a.as6c w.em me w- xo n s a cm �X + Fa ( wA . lc r mx.ea0r.i 1 na Maus n i[� r�, u nes..+< 6.anD ESCALATOR me wr°i:s m x um Kt(. ari l5 rmA13 LOADS r SEE XOS e M Rq t MKS m0 10 0< SUPPORTED ST 1S IS A M ti M11. SLAT LC ALL or nu [SLAW. AS DOA= ry6dASCN 025.23 is ARCA. OUR MOM =Luau n0.° A. F� An PL1 (1tw r M� . [SCNAI;F L •uw .ARAnas v 2t a u9 AMMER i0 F[.A[SI oes-PS('I>. rirRR AC' 1 1i i•R fi 3: 141 I t c1 117 u. 6 >[5, r 6E9v.[D rt uxAt cOD2 ( �OIy�) Rix' x. .0 °Pruie0 nrtmr .: At AOSC [.116.6 M 14X1 IRV D. 2.0272 ".746[4 Tiwul[D (Pr 00.170 r nt THE FOLfd 't11NG DIMENSIONS ILUST RE CONFIRMED BY THE ARCHITECT r 6CT 100P O i GENERAL R LOOP 1 CONTRACTOR: 07. FO 1. I.o oti°Ni(UISU1 x4 i. A Si [ r 1o0 0 20447 74652 1°i0P O7 24260. ,n [A<a MC. (MUST EC 61 . VXCO An AM 000.1 :4314:S (DU:xSCP Al caw.. s G�E e 17ER /S RE(:OMNENDAT10t,5: w . r fP n 1n! A M I E `r ...CRa MAP Oi. -0" 13 1. St . O A RCTIf1N a C - •'1 .. 4p -9 15 1V _I /A' a 13 / lE '®' 1 3/15 -3 7 -0 5/9' AA. 32' -5 11/16 6' 5 /B- _ 041 SGDS Dl.;xl �� ' \� \ \ t' -7 3/16' - 1111 R: l F ( Y-2 !/ 6' ' -' ' / J ` ` RI ( ®' Sac ( .9Vt • 1' - 3 3 /A' _ !./ c /� / / � -- , MEMOS s /tH .3—,9t H INNIME Minn l -2 1/6' \'\ \ •� \ \ "jjY//" ARRIVE US /� F I OOE + � 605.31 1) f % ; ' �/ >� ]' -9 9/15 O Illian i �� a \\ \ � ,y �' j l: / `�. ]mi . `.., / -/ '^ �•� �`�• `� ` ' -� I, \ \ � �■ O ' ., —. ;- 61661ER , L �f� �.1 �' / - _ _ E c \ �- Schindler Elevator Corpwarrn 609 Industrial Drive Clinton, NC 25328 Schindler 9mw55u.cchlndler.com •• • )1. 5 � P! � ; .. • ' / I' •' .. '; _� { I \ _r- -T:: _ ., I .. l '!•_ 7 1/2 :4-2 7/16' MtOS2T RASE: SEARS SOLDIRXIG1 PROJECT=COMO M W -, N5lUJ A fD.CC1 _ e, . '1✓� i ^ '. s07.77; (E SEARS S 6 11006-5 606242.6I[4 7(001001: SEAL 50006:55 com64II06 A[TC.1 SEARS - sounic nor uY: curry MX. ASrI A17.1 -2005 XStR. r54 T 65,6) M W MAIM Br. 41.71:Urcur O1E000 er 1016E Mu 4/2640 OWEN'S ROI TO SESE SIM I Of 2 Kr. DI I 3 a 3 6 ' r 6 9 • 0 11 12 , 08104,21 : E 2 3 s 5 e 7 B I 0 1c It IE SPECIFICATIONS: MODEL' 9300AE-10- E14-30- 100 -KK -R FIRISHL'S: REVISIONS: / r -: / - / / !/ A C - ll �. - _ - MOM MA.. COrt 4/1 • . STEP AT:N Al' PIM 1• V / Ir' rSM. SM. t00 to 0 3711119 0111 /+ SSHLCSS 3711119 Ott 1 SM M� Cr M P-r' a L 11(1 II a Itoss :C°Cx nO (051314 A' D uT 1 DLersat :. - � enwe MARTT. PCP PcASC•15Sr MAO !LACK 1 aCP 0.01715 0,85 ATaKS: cas.aI. -o ,ua tanGO eYez11+ rar: iLa :nu+ iNPP[° uAii POKER DATk CND -_ _ PCA[l '0410: 0 v 73 N I UMMI, s1 A -- 1■ T 1 . 7 m i t A e salasT: mow I J PA[I MP Ca.t1m3TL! a 1.1.0......f.: K 1.1.0......f.: 1.1.0......f.: utar ...MO an ua 70 IT ro or. SOAP, e ®� GIACAL G 01 /61:ll 5? it .PWLE ]-q4[L M.. 0 FACLE -MA_I 1 71w pc. pc. 7170[S ALL SOTC LS [( AS MOM u10 D N ePPEP U:i RM. YiA rJAtt VALOR PAM. 5r SOMA. AOAL C leMS OKOicT woo. di ATE WARM c C I1161.103 1161.103 E R DOS OME3 1611 E WE. WE. .. -, PER TO 05+.32 11&1 CAMS el CORM DSI OM. 119133 ATMs 4 OS' S{EIROCA E1rA[.CT9 ' / "-' --' 0 � (// �.-� 1 1 �., l - 1 '' v o ' .'- ! % I t {RA. ,,[5101 W, 3 -T 1/,7 741.07/ COOIRKE! SUPPORT )tS: 11.70. P REACTIONS. 1c]wC ICAO 10.65 n A 5405 + t _ nc (art) LOT I= ro nM 5005 .+ Lt.. 5110010 CPS M RAD: 7 n 10 LH PER Fatal 17 ]'11¢47 1/A Mt. KAMM All RCM 0 13.:7.... OTPg IOt SOP IEIIM[ATCK E 11A7 31!PS R71AC R[sTRAT • SEISMIC SUPPORT OCSCN :C TO ACCO`fi/03ATE A NAVDtUAL LONG f'RNAL DISPLACEMENT CF 24 r /4•, DESIGN alit ACCOat4004TE A MAX. STORY CART OF 2 13/16" PER SECTION 0.5 Of AVE AI7:i- 2003 /CSA 044 -00 (CR LATER) C ,SECTION a -B SFCTtON C -C RP . APPROVAL NOTES: 1NO11ACIArs Tilt 00.1.0501 ACRES TO PRPSDC A ANC7ca Y SALL y4A Nt3 s suPPmis 4V Nn1n5t0 OEM. to MS S 19104 urt la[ cmc + ...g M:v °01'17 TK r3.0 ,�tsol Ea M[ �I 3.m. T _ G. 4ZP 5l1 MARS u 10 at t u mA t E..re nr 10E +-: + e i .' 1[�.w l ctnx e01I u tt wP ; L : a� v u mFCL sR[ calwCTOR AOC.. E IMG A a 0 ' L POT r 006. O LOAMA 04144.001: _I O1 . wrT11:2 41 . x u 1 r�AU waPi s1. 9 IE P OC'[O As 1 PFn E AieRPp M )S, e 0 T1 0 C ,-OS. rt Pam e. TAVAVAO S1MES 1 F NTr1A APE V°w'� AS So MAIM nar Erl'.VGCcS 1 .. E . fr 3up c O w u rt . " mu 3.7/$3. z A � [ ': [ u Y ie� tlA 3.0 5418 4 411 RESL >u ru TR (0 5 CII L • MAL 1130.0 5 MGT ESCALATOR LARCSO S UD sr:ED , F rei 3 n sr<uE0. i CU •0 Di 'T K TI S vv u'3. 1. ena °A 05 To BE it R � tusaii v1LL E M 3.0 541 3F DVmsWf Y Tx[ [SGU.1:R 5 OETOLN rWCUiRa 3.J MaxMax .LASS 10714 Inn[ TLQ A. ACCS 'IE o Tat K A A Ae1LNT fm [' fOAUR .fyOMAA s AACES N RAMA. RECIL O 0 WAX. OGSTROETO: 1+17 ( nos s 108 at .1 44 1 a 1.1. GM. p0 V 302011.1 Y0 OS t a 11 51.2 51.2 WISPILY Y 4 140 LL E SV1aKi, it MCWteT 0Y L2 141.7( oO 11) r�Otst :17[70:7 MOOCxi! PE5 R,LLE .4].5.1 E E:wvatfVl, 7301 O. Triali[ xi CR... 4:00010 On OAEas) THE FOLIAR1R.G 5111011510215 MUST BE CONFIRMED HT THE ARCHITECT AND GENERAL. J. CONTRACTOR: WAWA RUM CAW TOP a PRISM MOOR 10 TE. leu[wvwr h). ovMir, A s ryu tFF r O'�mC(( am Or 501717:.1 C�;O��., 55' 4) q' . rROi W ttc0v TO :G M liGa<Pr IA " 144.79. ( E s• [ •, riY i :I nJCa � :E 0111090.46 (J!Vi!15l'? CA GENERAL RECOMMENDATIONS: AT U , I 1 19 02 I CR_A � Ow l..0 :. I. 0 1 AT Tx r o C i l y ' .t t . °�;r 1r n rzALtoa. cr- r MIRRORED SECTION 9 ' MIRRORED SECTION C -C' BALUSTRADE E3ALUSTRAD_ ScCTIOhJ me w re t N' w Ma. P P LATT 1011 MAP - AA fu n op - 0 I c P4aj .t /A' T /E In 0119.) 5' - 5/6' L 7 t/r , _ p _ ? i y *: n 0 --w %u3.{ __ CO¢ ] /0 Cfs a TAT, ¢ .Arm .0 n.t. h. tr c a.. 5 15/,6 5 - 0 3 /O ° r in u7/ r,cn N.rz 15 v... n_n r.7 e� 4 0 ,3 •l'14 `...1.114' CCU Si S MEAL D.[ f7 j -. -� I .. 'T _ ' '� �,�. ` •., • , • I .'• s' 1 -•-• g !! I'i t , -. : 0 � - `--{ I ,j_ A " ` S aniui) - �� ECi '� rS / ~ tv in M ca':r A. a Ur m¢:p T a w.n Slr�i1i¢ .0 c!_ ss n7/ uo D* r1!..1ty nP c;_ _ 1 ' ' .� _.- - �.�?_ %D __-._.. -. _. J 1,"0. 00 1 • : s+ Da _ / 13/sfi 1 • J + -II 1/16- E a DETAIL SHIPPING DIMENSIONS 1- ,muse - r M 0'01'0 AW III OAOPx) 1' K IPS D - ' 9.63 KIPS } I C A P .R n.•1D ' pa. Tr IP ac r A ewPa,2 I�l'--- I F ScHroer Elevator Co: porolion • Z.: 609 lndusuiel Drive p r t 609 I Clin ton. NC 28326 sm-ssasaoU Schindler www.u0.5cMndler.00m � TI .� � r �'` "l ''. :. I 3/15 17.9 KIPS 1 ' s e' - 2/15" ob-I--E - 5' -0 573. PvI.ECt nWL TEAAS 5401VS0RO N i / / 5,1, -I C r PROZC1 LOCA. NORA. RA 0A.IL . 5£.104 10100. LDOP01ATIOI A.I.E01: SIAM xaurTCS Cce .167.1 CC0[R01. COSTRK:OE SEMIS - 11141001005 1x11 SMtiv Mt: ASR P77.I -1003 H swam 9.117.7 t�NS11W -w) (IA5. BT A)1EU0011 C M, D Buca.Tra rOSJS 5/,704 DPAT:tID 101 70 S_A.;; SeE 3T: E C =2 S: 01 t I I 3 I 5 J 4 I 5 I R I I D 2 BEI) VIEW FLOOR OPENING 1 3/16 1 2-4 518" 1 3 15 73 OARINERS NrIF SCN1NOLL1) 3 . 3 1j2 PLAN VIEW a SECTION A — A 6 ! Ido td,1 L 15/16 ±14 SEE NOTE 3/5" POWER FECO (SEE NOTE 0 10 , (in REVISED LP LJ PURCHASER EMITS :tee nr.5 ORLF617 111E rulactuset Amu 10 PRORM '" Arelatammciarimaver e --- 1 --- 1/2 141:12 8•-.3, VC 3/16 ocrie NONS SLIIN,N1 wen TO 0E 0,1E0 ONLY AMR 41 telaNYEDIt IN T. US.01 VIM. Of UCH F LIE OF C.01)5706 oFX15(161.5 art/..... ro. re:a P eA,"u* er tit tail 1:1MaiNnie". "Vic11 " 14 0405 AS VAC=.1 tOkli .01rei. Pik ET7 tsc..m..nrp vha, 4. TO At L40 ARM rt GEIER ACCESS . 0.111 'MAME n.oce ON a,. k irA.M.CrIC “LAI.1.1. 94L ;IrCIARID . 90911.0.LST 0.01LIC1,1, r kC re rF.v1 WrVgatr. (OP o. Cor,NRC RecraoC0 (Ur 011NRa) II FOLLOWING DIMENSIONS JOUST BE CONFIRMED BY THE ARCHITECT AND GENERAL CONTRACTOR: TOO Cr ilf05.11M. 01.004 M TO Or FOOVID ttirlajt'Sf 4 4. c AZ 01.45444 Mr.,. 0. GENERAL RECOMMENDATIONS: 5107.5101 61646101 1001194601 eccoutitrel et M.N. IC 0E50401616 F-0 tir. Schindler 070.0, 64 514115501111CFOrt5 ScOlneer Elevator CorporatIon 609 Industrial Drive Clinton. NC 26328 910-590-5400 w...us.scnincUer.com PADEU (055110k OSORLA. IVO SEARS KO111/55 CCIPLAARON ot 5: 5571opOrraan 100.11M. O.774.10O. 5LRR1- SCalliCI14101 WEL WEIT CCU:, ASV: .1.17 mac.* 5101640. CiLlroe 64 00541 or AtIMI•MIM 001466 0 WISOel 11/216:6 01...1 70 Rf otO.01 7 a 11 12 A V F L L 7 7 TE 1 SPECUICATIONS: MODEL 9300AE-10- EN-30-100-KK-71 REvisior13: 3031 350403134 11004 re AA, 16 Ar.r, is 2.1A0IESS pm rtv.■ A EI12 14:111K Ge 065.0 rrs. £1031 43335 3/31303 A2111-1111011311 01 40030 331104 MUSS JC.111.1 1.414D I. MAME, .35o35, In7iTa"7411 so EE2I8101311113ra5Y 0107 DWI MAIO1.00 LTC, INSERTS FLOOR PLATES: 4101100111, 0530 MOM POTER DATA: ISAtIl SOMA NV V Mk 1.0 CURREML It A 1.101111 201qt 10 PO 50400 cafisALI: 'MT - e43c3Ns06 50 A 'v.. 000340 $01007; 110//20-1-3.0 Z. ' 4.;;;:rf‘=" ''' '''' ;"` lalThi:V6 "T.EVAITArtyg".;" ,07.7•Gia, :2,3 01... , t,r t l TT ' SUPPORT REACTIONS: 52E320, 5046 LOAD 3 ITCNANA. • 111;10* 140.7 111 P302 ( LENO Ti Egli 507.1 02 3131 11745013043 051 32?! kW 42120 3.2010 0.347 13 102 DIM 217.11FE 20031211.41 1/1 Ani 132: 12 ME TIO,N ..,C1,03 0 11PJYYL[1.5: MAC( Sa_‘LTIOITI,3-La SECTION 5 -8 miR5GRED .r.,ztractv,;;:y.::.;,•-,1 \ 1 [7 „„. 1 34 1350034 05 *0024 11TF2S , 1 2E T A■ ISTALL,10 (Dv OISOTS) port 0, A90(101 I 1,21. PL,E " I ' IrrlIgtrQ "'.7"" •-•••• MUST PANELS CAA TIO20237 cuss NcuMPAU 101112 DEXPENOMI.A. ES.011/.102 6.64 APPIIME, FOR CC11SI5LL12,l 4 UAW,. EL• DAM,. A: 57.01.E 205*110 C,140 t , oat, 20200110 2,1. tocur MATT masa? 5 VW 5. NAY. 5E54,,1901 L.22/13 171100 00410.,315 PGA STEP 0.,101CATICK rus 507.6 SEISM Rtil:210113, •isTA/40Asa salsUlc SUPPORT otsicNED TO Acc01e000ATE A MAXIMUM LONGITUDINAL DISPLACEMENT OF i0 OESIGN SILL ACCOMMODATE 0 MAX. 570110' DRIFT Or 2 13/16' PER SECTION 05 OF ASME 017.1 - 2033/GSA 134 .1 - 00 (JP LAT(R) _ - • SECTION C- C SECTION 09000E0 1 7 1/2" 3 1/f)' 033*0140 11400o15 III 103451 Tttt: =t; rma, DAIL C:a.tuucl. 4.1 .0 Fa..,1 0.001 /D0. g.171%%.. BALUSTRADE SECTION ,;,,.; ...0, .... --'5' • -- di114 -- -!i; PURCHASER BUTES: UPON 00234313 02, 043 30403*0 IS 2,03330003 33431331 10 2251401 111 fitaa. 0 RAMS 9421003 .1cAn it ARPUED 30132 • c WW1: ti k../Y U1 THE UPPER L01.10 OF EAC ,151 44S 01050145 I 000023400 000023400 .0 1.01/Ins , 73. 17. 1.1 524.1) CfaSAAE •17.1. 010 TriilFeCATTati Ig'2011a kIL:71$-MV 50 E. .1741EIVW:t17"42 0(05 rcgtVEZZ.`t.Vi'Ll t3IM 24411%;04''',74.A.U teitAI'LATC.M6..E, lE FER SWAN, FOOT ..210■:0 TO 0It Taws 15 urn upc765 Arry scrusTA To PaVAN ACMES yr. swag. 0.0c4 StaVAIMS AnlyOn PROTECTION Of NE 1710610 FCA 2344 1.' 111 atZLIIEIRATILtr"4ZIZIETIA'`In.l.E., PER RULE 12..2 Cr AS. (100 UN (1 1.) NODIZONIAILT ZD 11 DE) ,INTIC.0.1, AWAY .113,1 y4cy-z_p. U. 2051h0 MUMS 0 RE4.1.0 cocc (51 07.5). A. nor. pxowtriOr PER Mt b.1.3.8.7 C11 il.v.E.N1 (0v O. AOCOUILE GRAM., Ii1C,REL (DV orocrs) THE FOLLOWED DIMENSIONS musT BE CONFIRMED BY THE ARCHITECT AND GENERAL CONTRACTOR: ARTICAL 01021. FR71 TC NANA. FLOOR TO 10.• Of 1,1 t,,--.4.2....74-AzTopg_arcr..nle,s91.1 re- a. D- 4. 2 15.0 PTT CLOOTO4411: OVNENDION.: r,2 WINE a r; GENERAL RECOMMENDATIONS: 3:1150131 ELCVNICit CORPORA,. 11:001i34/102 Ter FC1,1,..4111,. TANEN,/ memo OF YrICRO. AV1 IN, 7 121004:10 7 - 5 sir. Schindler 11 Schindler Eiavaior Corporation 609 Industrial Dove Clinton, NC 20328 910.590-5420 anmusischlodlor.corn 12 1300(11 4000: SCARS 50,013017511 1114101 =sat. IVA MeV: SEAM HUN= 404P304020 400111305: StARS NC.013.5 CMPORATICk 00021 M071171011 5E095 100131101110 041, SYTTY LOX. AVE 0171-nl, ORM Bt. AUT0,101fi 41; 0(30(1, 2/32/. amt. NU4 CSE7.147 (01-071 DRADDIO NOT SCALE 211C, 2 OF 2 , 1 10 j )l , 2 • Consulting Engineers in Structural Engineering 914 E. Katella Ave., 2nd Floor Anaheim, CA 92805 rigc Phone (714) 385-1835 PLUMP ENGINEERING INC. Fax (714) 385 - 1834 ( coNG, Stj b Client: Title: File: By: StrAr Hot_DING 'EArls 4/ 1151 e• GAt.A1 o gtoco1- i i Date: Sheet: 5 1ti I {�I- 5 (t4) GON'1. *- Ve x 11/211 W1 3 /4-' et I-tII -TI H►T N Sao • •f• a I A>JCHofr GIo (o 11 EhOEb) {. G.c, It1 5� ci L i1��pEoT►oN r 4Vo1p x)61 A41�"11E (t c4 p4•1 ACTIVITY NUMBER: D09 -261 DATE: 03/19/10 PROJECT NAME: SEARS SITE ADDRESS: 301 SOUTHCENTER MALL Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 after Permit Issued DEPART ENTS: 1-AS Ti ding Divisi — on ❑ Feu b l i c wA/ # I�I D DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete J Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Building Please Route Structural Review Required ❑ No further Review Required n REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: Documentshouting slip.doc 2 -28 -02 OPERNITCOORDCOPY • PLAN REVIEW /ROUTING SLIP Fire Prei (4`01,t, b I to Pl Division ram Structural n Permit Coordinator ❑ Incomplete ❑ DUE DATE: 03/23/10 DATE: Not Approved (attach comments) n DATE: Not Applicable DUE DATE: 04/20/10 Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D09 -261 DATE: 12 -15 -09 PROJECT NAME: SEARS SITE ADDRESS: 301 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued DEPART ENTS: Building Division 4»• lc W ofks Complete Comments: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 r PE `' IT COORD COP PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) APPROVALS OR CORRECTIONS: ,4M kiAK, 1- -4 -o' Incomplete ❑ sM N /i4 Planning Divis on ❑ Permit Coordinator DUE DATE: 12-17-09 DATE: Not Applicable TUES /THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required ❑ DATE: Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: 1,1-0-oq Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DUE DATE: 01-14-10 Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE REVISION . NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF IN T S 011. Ito ,) - O P Summary of Revision: 4.6 i (j , A D-- o L 1, ( l i•4 ;i-Ft +, (., To C A1. Inv it avriki (st Received by: i TW !_ 1 ' , REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS S of Revision: Received by • PROJECT NAME: 'q SITE ADDRESS: 1)b1 G,bVOG ;YL REVISION NO. Summary of Revision: DATE RECEIVED REVISION LOG STAFF INITIALS PERMIT NO: DR ORIGINAL ISSUE DATE: n i l v I �[ ISSUED DATE ease print) ease print) ease print) ease print) STAFF INITIALS I City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan ChecWPermit Number: Dc. Date: 3111//0 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: • torA MAR Ji9 2010 PERMIrc Project Address: 3��- ��{�(r (Z cI' AL i l JICuJ UA W A / Contact Person: A(�j * ii' � -V, N) Phone Number: 2. L 7/' -1 �o gco3 Summar of Revision: Re , t- li'S r v AL- . I,...triV 45 IV 1 L. di it OOP Sheet Number(s): �1.� r t 4— 2. x,5..3 i 1�,� •'=Z fl,�. � "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on V2)I (,'\ l iro \applications \forms- applications on Iine\revision submittal Created: 8 -13 -2004 Revised: VVv Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 17 LIBERTY NORTHWEST INS CORP bko53450517 02/01/2009 02/01/2011 $1,000,000.0001 /20/2010 16 THE OHIO CASUALTY GROUP BK053450517 02/01/2006 02/01/2009 04/04/2006 $1,000,000.00 01/09/2008 15 ALASKA NATIONAL INS CO 05BPS30798 02/01/2005 02/01/2006 $1,000,000.00 01/31/2005 14 ALASKA NATIONAL INS CO 04BPS30798 02/01/2004 02/01/2005 $1,000,000.0001 /27/2004 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 4 COLONIAL AM CAS & SURETY OF MD LPM4070995 03/01/2006 Until Cancelled $12,000.00 02/28/2006 3 TRAVELERS CAS & STY CO OF AMER 400NH0547 10/17/2005 Until Cancelled 04/04/2006 $12,000.0009/16 /2005 2 USF &G 76011010688893 10/17/2001 10/17/2005 $12,000.0001/16 /2002 Name Role Effective Date Expiration Date Sloate, Michael J President 01/09/1990 Bowell, Rhett C Vice President 01/09/1990 Contractors or Tradespeople Pifer Friendly Page General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name Seattle Const Resources Inc UBI No. 601187901 Phone 2062827500 Status Active Address 1414 Elliott Ave W License No. SEATTCR101 BZ Suite /Apt. License Type Construction Contractor City Seattle Effective Date 1/9/1990 State Wa Expiration Date 2/5/2012 Zip 98119 Suspend Date County King Specialty 1 General Business Type Corporation Specialty 2 Unused .Parent Company Business Owner Information Bond Information Assignment of Savings Information No records found for the previous 6 year period Insurance Information Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx • Page 1 of 1 03/19/2010 ,••- 744` • . .. a +.• •••• :4 : _ ••: • •• •..• • • _• A • Y 4• • • 4•• 4. • a d d .. • $, • 4. r • r .:• • • a.:. • � ' k 4, • • • • to = • ' ate •• ;a e • a • : • R. •'Y 4 •4 • • • 4 . P '_• ;1,•a 5' - • k• :a ••' • . `•4• a ` r ' e . a' 444• a' d• a 4 4.. 4 1 i i (E) CONCRETE WALL UP ESCALATOR 11 II II II II : • . %• • •� • • a r ,.... • .., REMOVE WALLS DOWN ESCALATOR REMOVE WALLS REMOVE WALLS SEPARATE PERMIT REQUIRED FOR: /:/ ►= Mechanical Electrical Plumbing Gas Piping City of Tukwila I,iil..,DING DIVISION 1 •.4 • i � II . 9 9 II II fl II II • a •• : .: REMOVE LIGHT SOFFIT REINSTALL AT COMPLETION A i J H REMOVE H LIGHT SOFFIT II - REINSTALL II AT II COMPLETION REMOVE PLATFORM BRACE TEMP WALL OFF THE STRUCTURE • .: • REMOVE CLG %--GRID AND TILES AS REQL RED - REPLACE AT COMPLETION 11' • • !. ••• • • a a 4a ... y = ; e� SCALE: 1/4" =1' -0" •, • • . ..v • BRACE TEMP WALL OFF THE STRUCTURE •: a: •� . •• • •t • r• ` ALIGN WALL SOFFIT W /CEILING GRID TEMP WALL 3625125 -33 W/1/2" AC PLYWOOD EXTERIOR ONLY SECTION —DEMO STRUCTURAL COLUMN TO REMAIN EXISTING LIGHT SOFFIT TO REMAIN STRUCTURAL COLUMN TO REMAIN ,InilOVE WALL L LEVEL TEMP WALL ELEVATOR ELEVATOR VOID SPACE VOID SPACE OVE RAILING DVE RAILING 1— SCALE: 1/8" =1' -0" SCALE: 1/8" =1' -0" EDGE OF S DOWN TO 2ND LANDING EDGE OF SLA FROM 1ST TO . LANDING THIRD FLOOR - DEMO MALL LEVEL - DEMO By Date: EDGE OF SLAB 36" DOOR LOCKING 36" DOOR LOCKING EDGE OF SLAB 36" DOOR LOCKING RE TY REMOVE WALL OVE WALL "lI I REMOVE PLATFORM I I I I I I REVISIONS 1 No chances shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan subrnittsl and may include additional plan review fees. ELEVATOR REMOVE ONLY THE CEILINGS REQUIRED TO EXPOSE THE ESCALATOR TRUSS FOR REMOVAL TEMP WAL L REMOVE ONLY THE CEILINGS REQUIRED TO EXPOSE THE ESCALATOR TRUSS FOR REMOVAL TEMP WALL SECOND FLOOR - DEMO SCALE: 1/8 " =1' -0" EDGE OF SLA i Permit No Plan review approval is subject to errors and omissiont j Approval of construction documents does not autholi4 the violation of a 'ted code or ordinance. Receztrh o f approved F'tI � and conditions is acknowledgd: I♦��, War 1 in 2) CODE APPROVED APR 0 9 2010 AT BUILDING u LDING piviRiON 12 -2 -08 0 H pta DATE: SCALE: PRO,ECT Naa CHECKED BY: L7 LT. O el ZZw . 5 0 a re o c 0 . o -�mo "J ' o g < 081664 REVISIONS 11 -19-08 R. PLUMP 1-4 00 Cr) This design and drawing are for use on spoel1Ic site indicated and b the exclusive prey of PLUMP ENGINEERING INC, and shall not be used, duplicated a dtered in pat or in whale without erftten approval of PUMP ENGINEERING, INC. Copxlght 2008.0 M rights reserved Ch o d O CO O O POL. A Handrail Balustrade Deckings Skirting Skirt brushes Step SCALE: NONE PROVIDE AN ALUMINUM BALUSTRADE AT END OF HANDRAIL TO FLOOR COOR. INATE W/ ESCALATOR HANDRAIL CONNECTIONS - CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR REVIEW AND APPROVAL SCALE 1 1/2" =1' -0" Styrofoam strip for separating floor cover from building floor FFL: fin.floor covering (by others after installation of escalator) SFL: rough /concrete Styrofoam to protect the end support against mortar and concrete (by others) Inlet for power and light supply Frontside at the upper end ESCALATOR LANDING (MFG DETAIL) SCALE: NONE ESCALATOR HANDRAIL (MFG DETAIL) UM COVER INFILL AT GAP 0 ' -4 " HANDRAIL DETAIL 2 1/4" MIN ROUND BRUSHED ALUMINUM 1/2" STRUCTURAL GLASS 0'-6" (POLISHED) ALUM BOTTOM RAIL • .4 FFL: fin. floor covering (by others after installation) SFL: rough concrete J _ J to U a :j (0 m ¢� CD — CO o ' Ig m 0 c >- m (POLISHED) ALUM COVER - INSTP AFTER LL FLOORING 5' -0" FF • •' •i (E) CONCRETE WALL 4 8. • • •A (E) COLUMN 1 ,� Y P'p• .� •'e ea• : a�i• • -q 5'-11" I HANDRAIL id TRACE OF (E) COLUMN HANDRAIL TRACE OF TRACE OF (E) COLUMN 5' -11" HANDRAIL HANDRAIL J 3' -6" • :••••• 3' -6" w gimbisOFFI 11'-0" REBUILT SOF +1- 20" WID 11' -0" SCALE: 1/4" =1' -0" - — 1 EXTEND CLG GRID • ;�• •�,y . •{ ESCALATOR SECTION 26'-0" 21'-0" REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 9 2010 City of Tukwila BUILDING DIVISION Frif;- W,8. ;,. . "^: A'•;:M1Y„d••a•.. %:.C- :..r m 'a4'%'w %:;•• 7•%. THIRD FLOOR - PARTITION/RAILING PLAN SCALE: 1/8" =1' -0" DOWN FROM 3RD DOWN TO MALL LEVEL HANDRAIL HANDRAIL 6' -11 1' -6" ELEVATOR eK: HANDRAIL SCALE: 1/8" =1' -0" SCALE: 1/8" =1' -0" HANDRAIL ICI 43'-8" 6'-2" UP FROM 1ST I HANDRAIL - 6' -2" --I UP TO 3RD LANDING ,j:bi < %u.:;ti•'+�, w ' �.r ' e.4t X. *�.F'��,�:.�•S �'} `.� ^ Vii r•8.°: w�Y4 r ?mx;!yc'�';r •.:: iR «; Jn ' K ' •r :i {! -:e° w,.•fti�rn•.se_:. :...,T� A ' �`� , �.:.MPi ' `�a3e% ° • , .` , h b §s;.j .b ° •.t' ' �' 4 r`aT'i y SE' Ri,•..b: t •):. 4`!: ".. i• f:+Sw. P. Pte` • S•'Pilr• rw . /:v '{� SECOND FLOOR - PARTITION/RAILING PLAN MALL LEVEL - PARTITIONlR.AILING PLA 4'-0" 24'-6" 20'-8" INTERIOR WALL -- 7' -11" ELEVATOR 10'-3 66'-8" VOID SPACE VOID SPACE 13'-5 •• F;A. t; r':8. 7 4 m,� 1 s. �, :...y,. e •.:. .,�:.• . +w! :$° s;C; ` ,r F,�• .•. ti p: , q'e; 9 `; ; i�^r.•$:, r n:1•'Y 7 +,: }9�•.!e •+F�• A.. F.,.•,sh� pN .',•: � 1 t 6 2 ^Y: ,y k .s.k�, *;ro�:s - . � '+.ti',:. >' - ► "' e o p - rar':4. a't�s s ?,� °': t :�;2: �: ,„t•,. �•+:t• v �,u. s.{ .,tl.e r +•k•.xe !h :. •`,7. —::•e� 4.�... 4'.Joa•u i•:• ...H .{g:i±i7. x�'al tr.i �'; .. •.. �. $r •.7 " s • :�i��+�rf ?:(:. 9 - }6�nx + "...a• ; T;.i :;:;•.f,;,.. 1i „ • , w�%' ,t . l N crtvAu+ MAR 1:9 2010 PERMIT CENTER This design and drawing are for use on spec 1Ic site Indicated and is the exclusive property of PLUMP ENGINEERING NC, and shall not be used, duplicated or dtered in part or In whde without written approvd of PLUMP ENGINEERING, INC. Copyright 2008. 0 Al rights reserved 0 ZZwo L - pO 0 4:4u) W = W W WVx8.hd Ch M o 1.--1 P4 01 I <,„5 fik w r4 E ► J ` O ct-c Cil 1 0 .f' PAINT ALL HARDLID CEILINGS TO MATCH WALLS \ r LYLwJGy Mnh'fta`r.i+r !��, ?i ? M4tM THIRD FLOOR - FINISH PLAN SCALE: 1/8" =1' -0" PROVIDE CONTRASTING 12" TRANSITION TILE BETWE EXISTING FLOORING AND REPLACEMENT FLOORING - TYPICAL PROVIDE CONTRASTING 12" TRANSITION TILE BETWEEN EXISTING FLOORING AND REPLACEMENT FLOORING TYPICAL SECOND FLOOR - FINISH PLAN MALL LEVEL - FINISH PLAN SCALE: 1/8" =1' -0" .!6 PAINT WALLS TO MATCH ALL AREAS AFFECTED PAINT WALLS TO MATCH ALL AREAS AFFECTED 5/8` TYPE `X' GYP BD SOFFIT DETAIL - TYPICAL SCALE: 3" =1' -0" RECESSED CLG GRID LIGHTING INSTALL FOR EVEN ILLUMINATION AND WHERE STORAGE ROOM REMOVED RECESSED SOFFIT LIGHTING PAINT ALL HARDLID CEILINGS TO MATCH WALLS \ PAINT WALLS TO MATC SCALE: 1/8" = l' -0 PROVIDE CONTRASTING 12" TRANSITION TILE BETWEEN EXISTING FLOORING AND REPLACEMENT FLOORING - TYPICAL VOID AREA UNDER PAINT WALLS TO MATCH PAINT WALLS TO MATCH ALL AREAS AFFECTED T;1ltItt3F�f,11�161{1MUI ACOUSTICAL CLG WHERE OCCURS 3 5/8` — 20 GA. YTL. SUDS O 16` O.C. WI ALTERNATE STUDS • 32' O.C. TO UNDERSIDE OF STRUCTURE ABOVE SEE PLAN • 16` O.C. BRACE 0 MOWN( 3 5/8` - 20 GA. MIL CLG JOISTS 0 ■■I ■shoo ■o®ENM■®®UMMI®®MMUM M,1 11.1111011111111®11 ■■ ■111111■ ■11111111111®sao®111111111111111 x®51■ ■ ■ ■■ ■111111 ■11 ■1111■ ®1111® ■ ■ ■ ■® ®11111111■ I 1111®::: 111111 :::RIM Hi Ella ■ ®11111111■ ®1111'::: ®1111::: ■ I ■ u111111111111111111 ■ un ®11111111111111111111111111®11110 ■I 111111111111111111111111111111M1111111111111111111M1111111111111111111111111111111111 111111111111111111 ■11111111111111111r1111a®®11111111111111111 1 iii• 1111!:! ® ■1111111111111111iai11111UMINIM MIME ■11111111111111®111111111111®1111 ®11®1111■ ®111111 ®.11 ®I 1Jyt����ft17i*'fEl+i�. ai�'k;�i'7it��"'i11t3.. a��f�«.43ir. �ftiit'�'7� 3tt1T k7w F3U� - 'uE��G[ pia' ? {fA�i3C�!YJi.'YiY- f"�`.,.� 111 111111111111n__�_�___ =__._– _ –_._. �11 tmerm��1 PI RECESSED CLG LIGHTING - TYP • THIRD FLOOR CEILING / LIGHTING SCALE: 1/8" =1' -0" F, 0 IiUIIIIMIIIIIaHII®IIe®III®s ■e, ®®® ®®i Is ■ ®®®MI®■ III iii UII11®I■.11® ®1111. ®®1111®r®>IIIIII 11110' 1111 iii 111111111 8'-6" __ 1'-8" 6' 4 _Now 4,-r 11__I •. MN MEM 11111/' [ I. iii ■I +11' -0" SLOPED SOFFITS PER 14 -0" 1111111:11 BIM ®®1 6'4" ESCALATOR LAYOUT MI +11, -0" III 111® MEM 11111 ■M. ■ .. ■.■ ■.■ ■.■ ■ •• ■.■ U.. RECESSED SOFFIT LIGHTING D FF RECESSED SOFFIT LIGHTING PREVIEWED FOR CODE COMPLIANCE APPROVED APR 0 9 2010 City of Tukwila BUILDING DIVISION SECOND FLOOR - CEILING / LIGHTING REINSTALL GRID TO MATCH EXISTING REINSTALL CLG TILE +11' -0" REBUILD SOFFIT ■.■ ■■■ ■.■ m RE- INSTALL SKYLITE GRID REBUILD SOFFIT TO SKYLITE VOID AREA UNDER SLOPED ESCALATOR SOFFIT ■.■ ::I ■.■ ■■ •.. +11' -0" REBUILD SOFFIT iii •.■ SM ESCALATOR 11111V SOFFIT LIGHTING EVISLON NOtL ... • REBUILD SOFFIT UNDER ESCALATOR - JOIN TO NEW CEILING SOFFIT PER FIELD CONDITIONS RECESSED SOFFIT LIGHTING SCALE: 1/8" l' -0" SM ESCALATO TRUSS LIGHTING VERIFY LOCATION MALL LEVEL - CEILING / LIGHTING REINSTALL GRID TO MATCH EXISTING REINSTALL CLG TILE +12' -0" CIYY + -T . LA MAR 1 :9 2010 PERMIT CENTER 12 -2 -08 This design and drawing are for use an specific site Indicated and Is the exclusive property of PLUMP ENGINEERING INC, and shdi not be used, duplicated or dte ed h part or In whole without written approval of PLUMP ENGINEERING, INC. Copyright 2008. o M rights reserved SCALE: PROJECT NO:.. DATE: CHECKED BY: I — W V) a o ww t a i ap w l 3 Q oL ( z z oZ zp °a ¢� om =� Ezm .z 0 Z m V oa -ow, wzo� g ;c > o oizEnzo w 2H2 o =l-ow ..cc z —I ;oui P : cro o z 081064 REVISIONS 11 - 19 - 08 R. PLUMP WRAP BEAM SIDES AND BOTTOM W/ GYP BD 0/ HAT CHANNEL - PROVIDE SS WRAP AT TOP - IN LEG OVER SIDES WRAP BEAM SIDES AND BOTTOM W/ GYP BD 0/ HAT CHANNEL - PROVIDE SS WRAP AT TOP - IN LEG OVER SIDES 5' -O" •` : r;. • i !Lt 4i .s' • 4 . : .: • • r, % 1 ' • • so. \ ;.t ? w • • . 9S;• • • i ; 4. • 5' -11" (E) CONCRETE WALL ALUM /GLASS HANDRAIL ALUM /GLASS HANDRAIL L r TYP 5' -11" TYP 1 3' -6" I 3' -6" 11' -0" • : • mod. 11' - 0" EXTEND CLG GRID ' • I !Y• w 1_. J ESCALATOR SECTION SCALE: 1/4" =1' -0" B} 11' - 0" 12' -10" • (N) SOFFIT EDGE (E) SOFFIT EDGE REBUILD SOFFIT 5 1 J L 6'-0-" 4 2'-7 11 n 20'-3" I NEW WALL 7' - HGT 36' -0" r1 LJ r L J �L 55.5 EL 38.75 45' -64" ALUM /GLASS HANDRAIL 43' -3 ALUM /GLASS HANDRAIL 44' -02" ESCALATOR SOFFIT PER MFG 13' -5" [1610.00] WALL INFILL BTWN COLUMNS 44' -72" • • • .1• i. l• . 4* . f A'RC • {- •.tip. t•. F.• j� L J 1-1 EL 63.08 r L J • ESCALATOR SOFFIT PER MFG ELEVATOR PIT 1' -74" w • • �: :• : :•� 1... •• :: %: '' • ` *.r • 5'_0 -" e; ; II 6' -2" ••• 51.4111 8 2 ' - '_" I (N) SOFFIT EDGE 4 6 ' - " (E) ACOUSTICAL CEILING 1 (E) SOFFIT EDGE REBUILD SOFFIT 12' -10" REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 3 2010 City of Tukwila BUILDING DIUI4Innl ROOF 79.92 THIRD FLOOR 63.58 SECOND FLOOR 47.25 REVISION N0:1 MALL LEVEL EL 28.5 bO21 ESCALATOR SECTION SCALE: 1/4" =1' -0" A i 12' -0" 12'-O" 13' -10" 16'-4" 18' -9" CITY 'OILA MAR 19 2010 PERMIT CENTER SCALE: e-1 12 -2 -08 This design and drawing are for use an 'pacific site Indicated and is the exclusive property of PLUMP ENGINEERING WC, and shal not be used, dupikated or dtered h port or in whole without written oQprovd of PLUMP ENGINEERING. INC. Copyright 2008. o AI rights reserved zzua a O a iz 0 0N4Nd� 2 = W o u, 0 i rx 0 LL m o Ch M °O — p4 01 It v) 64 ki E e 9,0 CO C •d' PROJECT NO: 081064 REVISIONS DATE: 11 -19-08 CHECKED BY R. PLUMP 1# SHEET NO: ( A1.4 5' -0" (E) CONCRETE WALL 5' -11 1 I ALUM /GLASS HANDRAIL 5' -11" v '. IALUM /GLASS HANDRAIL 3' -6" 3' -6" 11' -0" t. 11 -0" SCALE: 1/4" =1' -0" ' -5 _ XT ND CLG GRID • •a ° i.• . s ;• ESCALATOR SECTION (E) ACOUSTICAL CLG (E) ACOUSTICAL CLG (E) ACOUSTICAL CLG 11' -0" 12' -10 1' -74" (E) SOFFIT HEIGHT REBUILD SOFFIT (E) SOFFIT HEIGHT REBUILD SOFFIT 2' -0 4 " l. 2 11 14' -10" 43' -32" ALUM /GLASS HANDRAIL EXISTING PIT ALUM /GLASS HANDRAIL (N) ESCALATOR SOFFIIT PER MFG 4 4' - -" 2' -1" NEW SOFFIT 4 5!. 4 2" 7'-0" NEW WALL (N) ESCALATO PER MFG 13 (14 6' 5' -1 n �l L 5' -74" 6' -8 4 2' -9$" el • a 1'_ SOFFIIT (E) SOFFIT HEIGHT REBUILD SOFFIT (E) SOFFIT HEIGHT REBUILD SOFFIT " I 3'- n SCALE: 1/4" =1' -0" 12' -10" (E) ACOUSTICAL CLG (E) ACOUSTICAL CLG (E) ACOUSTICAL CLG (E) SOFFIT HEIGHT REBUILD SOFFIT REVISIlIN ESCALATOR SECTION ROOF 79.92 THIRD FLOOR 63.58 REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 9 2010 City of Tukwila BUILDING D vl� n �► �EG��N FLOOR 47.25 MALL LEVEL EL 28.5 09-10 12' -0" 16'-4" 13' -10" CRyO$ MAR 18 2010 PERMIT CE 18' -9" 12 -2 -08 PROJECT NOS SCALE: 081064 REVISIONS This design and drawing are for use on specific site Indicated and is the exclusive property of PWMP FNGINW ING INC, and shall not be used, duplicated or dtered h pat or h whole without written approval of PLUMP FNCINNEERING, INC. Copyright 2008.0 M rights reserved CHECKED BY R. PLUMP J DATE! 11 -19-08 SHEET NO DESCRIPTION C l CODE ANALYSIS, SITE PLAN, SHEET INDEX VICINITY MAP, SCOPE OF WORK Si GENERAL NOTES S2 MALL LEVEL FRAMING PLAN & DETAILS S3 2ND & 3RD LEVEL FRAMING PLAN S4 ESCALATOR SPECIFICATIONS VICINITY MAP 007 we/ A PROJECT FOR: SEARS #11 SEARS HOLDING C LOCATION: 400 SOUTHCENTER MALL TUKWILA, WA 98188 SITE PLAN 9 Permit No Date: MPANY FILE COPY (oI Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of an . • opted code or ordinance. Receipt of approved Fi : • • and conditions is acknowledged: BY I fi i U City Of 1'UkwIIa BUILDING DIVISION REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. SEPARATE PERMIT REQUIRED FOR ❑ M ' anical lectricai ❑ Plumbing ❑ Gas Piping City of Tukwila iliyiLDING DIVISION REVIEWED FOR CODE COMPLIANCE PPROVED OK 2 2 MB uuk City of Tukwila BUILDING nIVlSION " CODE ANALYSIS SCOPE OF WORK PLU ANALYSIS ITEMS OCCUPANCY CLASSIFICATION: TYPE OF CONSTRUCTION: STORIES: FULLY SPRINKLERED: BUILDING: STRUCTURAL: PLUMBING: MECHANICAL: ELECTRICAL: FIRE /LIFE SAFETY: ACCESSIBILTY: ENERGY: ELEVATOR /ESCALATOR: INTERNATIONAL INTERNATIONAL INTERNATIONAL INTERNATIONAL INTERNATIONAL INTERNATIONAL 1. NEW ESCALATORS ON 3 LEVELS SHEET INDEX MP E YES BUILDING CODE 2006 BUILDING CODE 2006 PLUMBING CODE 2006 MECHANICAL CODE 2006 ELECTRICAL CODE 2006 FIRE CODE 2006 CODE REFERENCE CBC CHAPTER 3 CBC CHAPTER 6 2006 INTERNATIONAL BUILDING CODE (TITLE 24, PART 2) 2006 INTERNATIONAL ENERGY CODE (TITLE 24 PART 6) 2006 INTERNATIONAL ELEVATOR SAFETY CONSTRUCTION CODE (TITLE 24, PART 7) CIT O °EC F TUK IMLA PLUMP ENGINEERING 5 zoos INC. 1 'ERMITCENTER CONSULTING ENGINEERS IN STRUCTURAL ENGINEERING 9 14 E. KATELLA AVENUE ANAHEIM, CA 92805 (714) 385-1835, FAX (714) 385 -1834 PEI JOB NO. 081064 C1 00 00 rz4 1-4 w o0 H � w r� E--I cip o � o � 0 w GENERA, REQUIREMENTS 1. NO CHANGES ARE TO BE MADE TO THESE PLANS WITHOUT THE KNOWLEDGE AND WRITTEN CONSENT OF THE ENGINEER OR ARCHITECT. 2. ALL DIMENSIONS CONTROLLED BY EXISTING CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR ' AT THE SITE. 3. CONSTRUCTIONS AND MATERIALS SHALL COMPLY WITH AND BE INSTALLED IN ACCORDANCE WITH ALL THE REQUIREMENTS OF ALL LEGALLY CONSTITUTED PUBLIC AUTHORITIES HAVING JURISDICTION, INCLUDING ALL COUNTY AND LOCAL ORDINANCES, AND THE SAFETY ORDERS OF THE STATE INDUSTRIAL. ACCIDENT COMMISSION, OSHA. 4. GENERAL CONTRACTOR SHALL VISIT THE JOB SITE AND VERIFY ALL GRADES, DIMENSIONS, AND CONDITIONS PRIOR TO BIDDING AND COMMENCING CONSTRUCTION. 5. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL WORK, INCLUDING THAT OF ALL SUB - TRADES. 6. GENERAL CONTRACTOR SHALL NOTIFY ENGINEER AND ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES FOUND WITHIN THE CONTRACT DOCUMENTS. 7. ALL WORK PERFORMED SHALL CONFORM WITH THE REQUIREMENTS OF THE CALIFORNIA BUILDING CODE (LATEST ADOPTED EDITION) OR OTHER APPLICABLE GOVERNING CODES AND BUILDING ORDINANCES. 8. ALL SUB- CONTRACTORS SHALL BE RESPONSIBLE FOR REMOVAL OF ALL DEBRIS ACCUMULATED AS A RESULT OF THEIR OPERATION. ALL SCRAP, DEBRIS, AND OTHER EXCESS MATERIAL SHALL BE REMOVED FROM THE BUILDING SITE. 9. THE OWNER SHALL HAVE THE RIGHT TO MAKE CERTAIN CHANGES IN THE WORK AND THE CONTRACT AMOUNT SHALL BE ADJUSTED ACCORDINGLY. HOWEVER, THE GENERAL CONTRACTOR SHALL NOT PROCEED WITH ANY CHANGES WITHOUT THE WRITTEN APPROVAL OF THE OWNER. 10. ALL MATERIALS SHALL BE FURNISHED AS SHOWN HEREIN UNLESS EQUAL ALTERNATES ARE APPROVED IN WRITING BY THE OWNER. 11. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SHORING AND PROVIDING BRACING DURING CONSTRUCTION AND /OR ERECTION TO SUPPORT ALL LOADS TO WHICH THE STRUCTURE MAY BE SUBJECTED. 12. SEE ARCHITECT'S SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS, IF APPLICABLE. 13. ANY REFERENCE TO THE WORDS APPROVE, APPROVED, OR APPROVAL IN THESE DOCUMENTS SHALL BE HERE DEFINED TO MEAN GENERAL ACCEPTANCE OR REVIEW AND SHALL NOT RELIEVE THE CONTRACTOR AND /OR HIS SUB - CONTRACTORS OF ANY LIABILITY IN FURNISHING THE REQUIRED MATERIALS OR LABOR SPECIFIED. 14. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE AND DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES, INCLUDING, BUT NOT LIMITED TO BRACING AND SHORING. OBSERVATION VISITS TO THE SITE BY FIELD REPRESENTATIVES OF THE ARCHITECT OR ENGINEER SHALL NOT INCLUDE INSPECTIONS OF THE PROTECTIVE MEASURES OR THE CONSTRUCTION PROCEDURES. ANY SUPPORT SERVICES PERFORMED BY THE ARCHITECT OR ENGINEER DURING THE CONSTRUCTION SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED INSPECTION SERVICES WHICH ARE FURNISHED BY OTHERS. THESE SUPPORT SERVICES PERFORMED BY THE ARCHITECT OR ENGINEER, WHETHER OF MATERIAL OR WORK, AND FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN ACHIEVING COMPLIANCE WITH CONTRACT DOCUMENTS, DO NOT GUARANTEE CONTRACTOR'S PERFORMANCE AND SHALL NOT BE CONSTRUED AS SUPERVISION OF CONSTRUCTION. 15. THE SHOP DRAWING REVIEW PROCESS BY THIS ENGINEER WILL ONLY COMMENCE AFTER THE SUBMITTED FABRICATION OR SHOP DRAWING HAVE BEEN AS FOLLOWS: A. INITIALLY REVIEWED AND ACCEPTED AS CONFORMING WITH THE STRUCTURAL CONSTRUCTION DRAWINGS BY THE RESPONSIBLE SUPERVISOR AND DRAWING CHECKER WITH THEIR SIGNATURES. APPROVED AND ACCEPTED WITH A STAMP FROM THE GENERAL CONTRACTOR AS CONFORMING TO THE CONSTRUCTION DOCUMENTS. 16. STRUCTURAL OBSERVATION WILL BE PERFORMED BY AN ENGINEER OR ARCHITECT EMPLOYED BY THE OWNER. THIS DESIGNATED INDIVIDUAL SHALL CONFORM TO THE REQUIREMENTS AS STATED IN CBC CHAPTER 17. STRUCTURAL STEEL: ALL STRUCTURAL STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM AND SHALL BE FABRICATED ACCORDING TO AISC PRACTICE AND SPECIFICATIONS FOR BUILDING. PLATES & BARS SHALL CONFORM TO ASTM A -36 STRUCTURAL SHAPES SHALL CONFORM TO ASTM A -992. 4. TUBE MEMBERS SHALL CONFORM TO ASTM A -500, GRADE B (Fy = 46 KSI) PIPE COLUMNS SHALL CONFORM TO ASTM A -53, GRADE B. WELDING SHALL CONFORM WITH THE LATEST ADDITION OF THE WELDING CODE AWSD1.1. USE APPROVED ELECTRODES CONFORMING WITH ASTM A -233. WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS APPROVED BY THE BUILDING DEPARTMENT. ALL FIELD WELDING SHALL BE CONTINUOUSLY INSPECTED BY A REGISTERED DEPUTY INSPECTOR, AT THE EXPENSE OF THE GENERAL CONTRACTOR UNLESS A PRIOR AGREEMENT IS NEGOTIATED WITH THE OWNER. 6 UNLESS OTHERWISE NOTED, ALL SHOP AND FIELD BOLTED CONNECTIONS SHALL BE WITH 7/8"0 A325 -N. 7. ALL CONNECTIONS USING ASTM A325 BOLTS SHALL BE TORQUED EITHER BY TURN OF THE NUT METHOD OR BY CALIBRIATED TORQUE WRENCH PER AISC. STRUCTURAL STEEL SHOP DRAWINGS SHALL BE REVIEWED BY THE STRUCTURAL ENGINEER PRIOR TO FABRICATION. 9. ALL EXPOSED WELDS SHALL BE FILLED AND GROUND SMOOTH WHERE METAL COULD COME IN CONTACT WITH THE PUBLIC. 10. NO HOLES OTHER THAN THOSE SPECIFICALLY DETAILED SHALL BE ALLOWED THRU STRUCTURAL STEEL MEMBERS. NO CUTTING OR BURNING OF STRUCTURAL STEEL WILL BE PERMITTED WITHOUT PRIOR CONSENT OF THE ENGINEER. ABBREVIATIONS: A B ANCHOR BOLT ABV ABOVE A/C AIR CONDITIONING ALT. ,. . ALTERNATE C�? AT BLK BLOCK BLK'G BLOCKING BM BEAM B.N. . BOUNDARY NAILING C CAMBER CENTER LINE C J CEILING JOIST CONC CONCRETE CONT CONTINUOUS D OR d . . NAIL PENNY DBL DOUBLE DF DOUGLAS FIR DEPT DOUGLAS FIR PRESSURE TREATED 0 DIAMETER DO REPEAT FRAMING E F EACH FACE ELEV ELEVATION EQ EQUAL EQUIP EQUIPMENT E W EACH WAY E N EDGE NAIL (E) EXISTING EXT EXTERIOR FLR FLOOR F 0 B FACE OF BEAM F 0 S FACE OF STUD FTC FOOTING F G FINISH GRADE F V FIELD VERIFY GA GAUGE GALV GALVANIZED GLB GLUE LAMINATED BEAM HDR .HEADER HORIZ HORIZONTAL INT INTERIOR JST JOIST MAX MAXIMUM MECH MECHANICAL MIN MINIMUM N T S NOT TO SCALE 0 C ON CENTER OPNG OPENING R R ROOF RAFTERS REINF REINFORCING R 0 ROUGH OPENINGS SHTG SHEATHING SQ. . SQUARE STD STANDARD SPECS. SPECIFICATIONS T &B TOP & BOTTOM T &G . . . . .TONGUE & GROOVE TYP TYPICAL U.B.C. . UNIFORM BUILDING CODE U N 0 UNLESS NOTED OTHERWISE VERT VERTICAL WD WOOD W/ WITH W.W F WELDED WIRE FABRIC SPECIAL INSPECTION: SPECIAL INSPECTION IS REQUIRED FOR THE FOLLOWING: ❑ 1. PLACEMENT OF ALL CONCRETE WITH AN f'c GREATER THAN 2,500 PSI ❑ 2. BOLTS INSTALLED iN CONCRETE. PRIOR TO PLACEMENT OF CONCRETE AROUND BOLTS. ❑ 3. SPECIAL MOMENT- RESISTING CONCRETE FRAME 4. REINFORCING STEEL AND PRESTRESSING STEEL TENDONS. ❑ 4.1 DURING ALL STRESSING AND GROUTING OF TENDONS IN PRESTRESSED CONCRETE. ❑ 4.2 DURING PLACING OF REINFORCING STEEL AND PRESTRESSING TENDONS FOR ALL CONCRETE REQUIRED TO HAVE SPECIAL INSPECTION BY ITEM 1. ❑ 5.1 CONTINUOUS INSPECTIONS DURING WELDING OF ANY MEMBER OR CONNECTION EXCEPT: WELDING DONE IN AN APPROVED FABRICATOR'S SHOP. CONTINUOUS INSPECTION IS NOT REQUIRED FOR SINGLE -PASS FILLET WELDS NOT EXCEEDING 5/16" FLOOR AND ROOF DECK WELDING WELDED STUDS WHEN USED FOR STRUCTURAL DIAPHRAGM OR COMPOSITE SYSTEMS. WELDED SHEET STEEL FOR COLD- FORMED STEEL FRAMING MEMBERS - SUCH AS STUDS AND JOISTS WELDING OF STAIRS AND RAILING SYSTEMS ❑ 5.2 SPECIAL MOMENT - RESISTING STEEL FRAMES. NON- DESTRUCTIVE TESTING IS ALSO REQUIRED. ❑ 5.3 WELDING OF REINFORCING STEEL. ❑ 6. HIGH STRENGTH BOLTING 7. STRUCTURAL MASONRY ❑ 7.1 OTHER THAN FULLY GROUTED OPEN -END HOLLOW -UNIT MASONRY, DURING PREPARATION AND TAKING OF ANY REQUIRED PRISMS OR TEST SPECIMENS, PLACING OF ALL MASONRY UNITS, PLACEMENT OF REINFORCEMENT, INSPECTION OF GROUT SPACE, IMMEDIATELY PRIOR TO CLOSING OF CLEANOUTS, AND DURING ALL GROUTING OPERATIONS. 7.2 FOR FULLY GROUTED OPEN -END HOLLOW -UNIT MASONRY DURING PREPARATION AND TAKING OF ANY REQUIRED PRISMS OR TEST SPECIMENS, AT THE START OF LAYING UNITS, AFTER THE PLACEMENT OF REINFORCING STEEL, GROUT SPACE PRIOR TO EACH GROUTING OPERATION, AND DURING ALL GROUTING OPERATIONS. ❑ 8. DURING MIXING AND PLACING OF CLASS B REINFORCED GYPSUM CONCRETE. ❑ 9. DURING APPLICATION OF INSULATING CONCRETE FILL WHEN PART OF A STRUCTURAL SYSTEM ❑ 10. SPRAY APPLIED FIRE PROOFING. ❑ 11. PILING, DRILLED PIERS AND CAISSONS. DURING DRIVING AND CONSTRUCTION OF CAST-IN- PLACE DRILLED PILES OR CAISSONS. ❑ 12. SHOTCRETE. DURING THE TAKING OF TEST SPECIMINES AND PLACING OF ALL SHOTCRETE. ❑ 13. SPECIAL GRADING, EXCAVATION AND FILLING. DURING EARTH-WORK EXCAVATIONS, GRADING AND FILLING OPERATIONS INSPECTIONS ARE TO SATISFY REQUIREMENTS OF THE GRADING SECTION OF THE CODE. ❑ 14. SMOKE CONTROL SYSTEMS. SEE ARCHITECT FOR ADDITIONAL INFORMATION IF REQUIRED. REFER TO 2006 I.B.C. ADDITIONAL SPECIAL INSPECTION ITEMS SPECIFIC TO THIS JOB: ❑ A. VERIFY THAT THE SOILS CONDITIONS ARE IN SUBSTANTIAL CONFROMANCE WITH THE SOILS INVESTIGATION REPORT. ❑ B. VERIFY THAT THE FOOTING EXCAVATIONS EXTEND TO THE PROPER BEARING STRATUM. ❑, C. ALL EXPANSION ANCHOR INSTALLATIONS INCLUDING CLEANOUT AND TORQUE TEST. D. ALL EPDXY ANCHOR SYSTEMS INCLUDING CLEANOUT AND INSTALLATION. ❑ E. PLACEMENT OF ANCHOR BOLTS FOR COLUMNS PRIOR TO PLACING CONCRETE. THE PERMIT APPLICATION SHALL RETAIN A RESPONSIBLE ENGINEER APPROVED BY THE BUILDING OFFICIAL TO ENSURE THAT: A. ALL ELEMENTS OF CONSTRUCTION WHICH REQUIRE SPECIAL INSPECTION ARE INSPECTED BY QUALIFIED DEPUTY INSPECTORS APPROVED BY THE BUILDING OFFICIAL; AND B. ALL CODE DEFICIENCIES DETECTED AND DEVIATIONS FROM THE APPROVED PLANS ARE BROUGHT TO THE ATTENTION OF THE CONTRACTOR FOR CORRECTION, AND IF NOT CORRECTED, REVISED DESIGNS TO OVERCOME THE DEFICIENCY SHALL BE PREPARED BY THE DESIGN ENGINEER OR ARCHITECT OF RECORD FOR APPROVAL BY THE BUILDING OFFICIAL; AND C. ALL CORRECTIVE WORK REQUIRED IS COMPLETED IN ACCORDANCE WITH APPROVED PLANS," SPECIFICATIONS, AND CITY ADOPTED CODES. A FINAL INSPECTION REPORT, SIGNED BY THE SPECIAL INSPECTOR AND THE RESPONSIBLE ENGINEER, IS SUBMITTED TO THE BUILDING OFFICIAL UPON THE COMPLETION OF EACH ELEMENT REQUIRING SPECIAL INSPECTION. THE REPORT MUST CERTIFY THAT THE WORK WAS IN COMPLIANCE WITH APPROVED PLANS, SPECIFICATIONS AND APPLICABLE CITY CODES INCLUDING ANY AUTHORIZED CHANGES TO THE PLANS. SPECIAL INSPECTION BY A DEPUTY REGISTERED INSPECTOR APPROVED BY THE BUILDING DEPARTMENT SHALL BE PROVIDED FOR THE FOLLOWING: (UNLESS NOTED OTHERWISE.) D09- 2b1 • REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 2 2uu9 City of Tukwila B UILDING DIl1IRION1 RECEIVED CITY OF TUKWILA DEC 15 2009 PERMIT CENTER VD E C z SCALE: 19-2 -08 EXPIRES 03 -19 -10 This design and drawing are for use on specific site indicated and is the exclusive property of PLUMP ENGINEERING INC, and shall not be used, duplicated or altered in part or in whole without written approval of PLUMP ENGINEERING, INC. Copyright 2006, o All rights reserved a M o P:4& Z 16 tj e CD VP cn H d ° - PROJECT NO: 081064 REVISIONS DATE: 11 - 19 - 08 CHECKED BY: SHEET NO: S i M ELEVATOR PIT SECTION 1 4 ELEVATOR PIT SECTION 4 0 18" 4 2A OR 12" © 2 j N CO NOTE: CONTRACTOR TO TAKE EXTRA CARE NOT TO DAMAGE (E) REINF. INSTALL (N) CONT. It 1/2x7 1/2" W/ 3/4"0 HILTI HIT RE500 —SD EPDXY ANCHORS © 10" O.C. (6" EMBED.) ICC #2322, SPECIAL INSPECTION REQ'D (AVOID REBAR TIES) (E) 2 — #7 © 2A OR 2 - # © 2 (TOP OF BEAM) (E) #4 TIES © 2A OR #3 TIES ©2(10 "O.C.) (E) 3 — #9 © 2A OR 2 — #6 © 2 (BOTTOM OF BEAM) , X ; , .0 CM,1.3 Lt f MALL LEVEL FRAMING PLAN SCALE: 1 /8 " =1' -O" KEY MAP REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 2 2009 City of Tukwila UILDING DIVISifm RECEIVED CITY OF TUKWILA DEC 15 2009 PERMIT CENTER NOTES: 1. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF WORK AND NOTIFY ENGINEER OF ANY DISCREPANCIES IMMEDIATELY. (E) INDICATES EXISTING CONSTRUCTION. (N) — INDICATES NEW CONSTRUCTION. SCALE: 2 -2 -08 um' EXPIRES 03 -19 -10 This design and drawing are for use on specific site indicated and is the exclusive property of PLUMP ENGINEERING INC, and shall not be used, duplicated or altered in part or in whole without written approval of PLUMP ENGINEERING, INC. Copyright 2008. o All rights reserved Z Z w p G T = Z I°ID U)0cX U) rem 2mo WO0 M.� W M o r--+ o It H� l' Z IL . .. t . 4 s P. CO 5 W fA, E-4 0 we, c) 71- PROJECT NO: 081064 REVISIONS DATE: 11 -19 -08 CHECKED BY ASIT€1TED 2 111•■1111111113111111111 AND VIEW 71OOR'OPEWU4O "•+3" Mel 1 3/16 9/6" 1 3 R" MitlIEWINSW N A WE NM 11112111 MI Mr NM MN 1111M111111 11111111111111 __ NM MB a-- a Noma ma Lasspimpu A r011a- 9ArRRIERS (BY scHN40LER) monr l owr C RI; R2 r_a 5/8 " 'I-2 1/84" (TTP;) 7' -01/2: I4 =2 7116" MINIMUM NONE IMMO MOWN SEQTIbItj 15/18 *1/4" AraDr. 5.11/16 " 1/4" $E( HOT E ICI 1i � ti1 POWER FEED (SEE NOTE L1•-3 O/8 3/16 r »9 6/7:6" C +n` to Al 1i REilSED CAfA ND fa+ R1�A UF S ORAVtIIO THE PtMtOd(A9ER AGREED TO TD 'RYRtE i B PP 9 14 �T g 7 S 61� E { .ETE X 3 '� O�, O6 RIVI S 101 tie DOFINON US 8 BE�AM5 10 DE APPLIED ONLY .VIER 'INC C. F�BU Y BD%�!q "Ole UPPER' I.ANO�)a or LAGS q 44 RR A 6TD+is. BDE :OF CONOUCTDI M mclloD IG TO MEC/NF 7R, " =6U r RE TA 60 . 7. I . Or AST€ t71„ANO iU �T T TN� TTN � TT:Aa ��11 U IRED T 11PP" $ •t �N lD 1TTTH AUPERE:REC£PTA1'!£S. 'r.;; "a )L CCIRCUITINTEb il - '7RE0. k1!ts# !�m�5a1+s. kYaDS' AS. tlE � oR wr a nR � � l; A pp sa B j ti p a Apry � Y l p A ry � :, 1N8 a Sy R ►T}�yN�p�t1ICpy(� PER S . ` I. F t 11EW E1 ,1 7 3 . . 1A A l ME AI H. , * OR 0 , t D ESCALATOR 1.#0101°1 TD NE LASD AFTER CM S a. � � g ppN 1 b 6 a • ;THE OF 'SH ESC TOR DE LED H ,.T Hi T � TO W Mang ESCALATOR M UM' tp.EARANC 5 OrFata R•VL WEIRD •: TO NEAREST OBSTRUCTION PER RULE 002,4 OR 1.1.3.2,E Or AWE CODE T00 MM (4 IN. ) AITAU-Y AND 25' MN (1 DI.) VER1IOAL1Y FROM A ,SURFACER} 1G, ,&pEEIBMID TC15'. Ir:REGUIRES BY tDQit, CODE ((tY OTHer N,t'UTO O PElDNO PRCfECTtCII PER ITULE .35.6 b E01RVI Ht :: (8Y 0, ; ADEQUATE .PIT DRAINAGE REWIREO. (DY OTHERS}' - ` THE I td 011PINt3 D 1 : SIONS bON C OR M F Y? ' CM A G } T 1 TR 4 ▪ - - T -, T 1 T0 ._TOP E110 :FLOOR" Wn1 p ` .� p� • R12 DLSTANOE FGON 0? NT HID OFLGOR TO TQP �F'SUPPC ro. .. :. AT EACH FLOOR (MUST SE V) • 4.. ' FINISNED:Prr AND FLOOTI cmeirtia ,bD1 1l510Ns (DDRENSION E). GENERAL RECOMMENDATI rS SCHINDLER ELEVATOR CORPORATION RE t1ENDS .... LITh T. :SUFFICIENT AMOUNT OF HEADROOM GREATER THAN : T -7. ,.WE I1t OM!END. - t - Sallhldiar ElE +vatDr Cot�XgFafitin 609 (ndusil•lal'Dl va CMfon, NC 2828 Schindler! 9.1645G0;54110 , VYN!W.1Mi,sO pftD CT.NANE . SE Ass SDUmmttuTErt PROJECT:LCCATION: ' Tuiodur OVNERI SEARS' NOLO! GS 0011PORA7104 :: ARCHITECTS .. SEAR@ t{OOAFNGS CORPORATION OE ROML. CONTRACTOR: SPARS -. SCUMMIER MALL .. SAFETY" CODEt .. , ABUE:.A17.1 -2005 • :.. ., PRDXECT NUMBER ESE7447 (01.02} ' ^ CRAVAT •8Y AUTOl:AYOUT CHECKED 11.4 GEORGE Y0tsCN' 6/,2S/OB ORAWRTD -NOT TO SCALE' SHEETS I -OF•2 REY101 10 11 12 MALL LEVEL ELEVATOR SPECIFICATIONS FOR REFERENCE ONLY 40' POUR DATA' 1114 S MUSS SEEL C DREELT STEEL NIDLAtRANO- FRICRON %Auk 0ws1EP 7 OIR RATED .: A LIIN , iJLACK CRO¢VES BLACk 'B0TIOM TA US$ REOVGTI0if ARM CHANGER T BEN(NSlDR. SPECIFICATIONS. MODUL 9300AE -11)- 131-30..10 HaulmnsT, ESOXuroe dieTIL•. 46'. F06c. `I6'- A^ ilottrAt SYLP MORD SPEED: 1010 EPii DECREE INITUNp OD' CAPA 1 l O PEASONS(WF - - OUSTING - E RR : .I IA POWER: TO A IAN. :. C UCHTIIID EIAIPLVI g 1 0 II --p00 VOA -. ELECTRicAL A � it N HI G ! A f .OROCREO. ( Aµ �.' RT RErte mon would 6 DEAR LOAD or reemgce. a' .in 10P) ILOQ; NIPS ?W5 RAID .( LOAD ACC. TO RW.(` 6028 Oa 1.19 a1TOU)e ;laps SOPS AND MAX. 01tE10Rr DF (O LDS PER R7(M1ER� . :N/A FOOL :TtEACTTtXIS ARE � SR1011N 1N'1DtOF 0 ?1 PA 'D "J'TDR"ID,STMeW-il" - /Loop PLAIE LE4tL 2 3 SECTI9t .5 -B .. fi " 5�C 8 -a MIRRORED L 01/4' DETAIL E i FOR REFERENCE ONLY KK-R : MISSES; DE " B,a,; DCOLP ( BY O f11A 6 ER3t ) AE• fii• 7: BG ��q;��ppt� M.IAUFCTRN •KATE INAI:.Ft.001t Mom Lam ToR FL INLTAUAAIHIN MD R oNLY AFTER ATE Is stl, DTR!C1VRAt DTWPSRT ANAus AND 0 AS R60W1E��� ..•l l' tt..l.l OE. MAID %OH T .' COMPOUND . �"^ - FLOAT PL i SEISMIC :SUPPORT ;CESiONED TO ;ACCOMMODATE A MAXIMUM LONGITUDINAL DISPLACEMENT OF *4 1:/4 DESIGN SSILLIACCOMMODATE -A MAX' STORY 'Inn OF 2 13/16" PER,SECi10N 0.5 OF•A9ME 417.1- 2000 /OSA 844-CO (OR,LATER). AC, 6 SECTION SECTION e- s� 1 c is ttt 4" REVISIONS:: NTRovaii' TE DN6 M TION LAYCUr•APPRO11iO 9Yl ACRBtEE C-•G:. MIRRORett . Aus-:•notoni4toolt eine or Bum , mitt AtitUMEC C611P01WD. IPA QTNERA) D Ale ' ,. BALUSTRADE ` SECTI ON, 5.-o so. SH1?PiNG DIMENSIONS L 43.79' MPS 10.55' KIPS 19,"34 'KIPS u u immoom LOI .."6• usam ia.u.l ..f..r erniz OMi/Mark II RO #IMP NMI MR ED ®® X- 1111! SOB1fE1 NMI I®1'JBDII Dm NMI l mBOBi 1 ,o: 1 5'ta" 4'r4 3/4" 1�11Y�Y•IY .... , . ,415 1 ma Alotb: T a 410 R lT FIEIAI MAST TOR 147, MALL LEVEL ELEVATOR SPECIFICATIONS Lowe"( USTRADE • c ..1 SKIRT . 10 t1 . PURCHASER )0TES: UP APPROVAL OF THIS DRAWERS THE' PURCNATER AGREES TO PROVIDE AND /0_R_TI} U 8� LL TH : D g :: , TER 1IHERE CONCRETE -iRU rgPS TOP pp � � g TH f i ANY WRIER ID PUO1TOH ; S M ROO.S ..THE F ULL. 1107 OF THE RE PR NB OW Hums' SUPPORT QEMIS TO BE AMER CTIt1 *Ira it E if Bg T P C. + P C E. L 1NEOlC14 DU TO R C O UPPER EC / N FP A EACH 4.1 G9 . sP SITE OF CONDUCTOR'ACOORDIND.70 NEC/ X70, 6 1. .. D 7 �r gi b . ;1 - ACME: : AB R1ACLE..�.PER R 1 6 .7 t R tIGN 0 RE- 1 'T. P O fl _LA WF y �P 17.1 DO � pNER� eE.DyJ/ A :./t�$.AN AMPERE RE �ES NPDbT BE cA 61MD` - f AUL R.4YRC UFTNM�IIPTER J - g Is c • x p Y � E. E Fl� B . BQ OR p�Q A E S T F 1 AS C F. D .F.N 0 8 501 IONCS. TTRR7 S '}.ED A p, ,1.3. g A R OTEC 7 F D t i FER c SQUARE VOOO V.tt.DTBti TO�.THE iF V2 ; 12 6f -Ea wrwa. ru4 p L4 R pp DC 0 MOyU{N,D EEESCCCALp�Ap,TOR UMODHIS 10 AFTER 1F 8 b 4ETI ONST t�! OR S' OETMM ss K PU p TO PA�E ACCESS 1 DZITI FOR ESCALATOR RADA S A N S A R DES L- NF�C i ne SY STRUCTION PER RULE 802.2 OR 6.1.8.2.2 Of ',SHE. CODE (100 AIM { 4 IN. ):.. HORIZONTALLY AND 25141 (1 DE. ) . VERTICALLY AWAY FROM ADJA CENT TI. 50rirSS4(CHEA TY REQUIRED BY LOCAL:CbmE (BY crtarn ),:. H. ' O P OTECTION PER RULE 5.L56.6 'OR EQUIVALENT. ICY 1%. ADEQUATE PIT ORAIN"ATE (BY GTNER5) Tigg ' I I.t.OWTNa. - DIUEI0N8'MtJRT BE CONFIRMED BY T IT ARCHITECT;' D • GENERAL CONTRACTOR: 1... A INE OP � TRAVEL FR O OFF ( MESHE E DD Q I1.0011 T TO O 0? OFr t VER11 U STA N CO I TTOP Of J 'IN DN EET FI QU.R�•TTO blr . ISttIPPORT AT SACK FLOOR ( BE Bq . , 4, MISSIES/ PIT AND FLOOR D DIMENSIONS (01AQ.`N90N. E G COMMENDATIONSt I N A ICI1 F CORPOR R AnpE RE �jg 7HC POLED NO $VVEFR1 AM 7'Ttot/2 ROOD TBR 'THHAN:'7 -0 , Schindler e14"0440u PROJECT 'NAMEr PROJECT LOCA1IOJk SEARS - MAITNCEN1E " 11104IA0m. SEARSS((a10)IRS'CORPO rMioN OStoioL( 12 SchlndlerElovator Corporation 809induaMalDriva Cllrl4on,, NC 28328• ARCHITECTS .•.... SEARS.: HORDING& CORPORATION GENERAL CCKiTEACTOR [: SEARS SOUTICEII HALL . Eaten' TODE't.,.. ASME'A17.1- 200br ... . PROJECT NUMBEit ESE7447'(01 -02r. D(Aww19Y A(JNLAYOUT aiEGKED SY:GEORrdt 160SIXJr 8/26f05 0RAWANQ NOT TO SCALE. SHCE1l 2 OF .3' BEY. 01 1 2 3 4 5 {. 13 7 8 9 I 10 11 I , 12 C. 1 10 12 7' -1' 5/8" •R; ER (PM. 7' -1; 1/2 " 14' -3 1/2" MINIMUM SECTION { 4a, 43` -7 '15/16 ":014'' A = 26` 80 CODE 8.1.3.111) l'-*3 3 4 " '. 1/4 ". 5/8' 9 /18" END VIEW FLQOR "DPEMN9 SAFETY;C0OLh ASME A17.1 -2006 PROJECT NUU8ERs ESE1448 (03 - 04) f RAYM D.Dm : AUTCLAYYUT" "CHECRED.6YLGEORGE 111t5(N 6/22/06 ., w - DRAM. NOT TO SCALE ... SHEET:1 OF 2 REV CI 2ND & 3RD LEVEL ELEVATOR SPECIFICATIONS FOR REFERENCE ONLY ES.1. •ON31 lug BLEB L1i4t� YELLOW G61J 4 FINGERS SPECIFICATIONS: ROOM 9300AE ( - -10 -1 -30. 100' -I(K R- FIRMS; REVISIONS: ESC - TOR �N1 DO RAE:. =3 6` , ;. 4 ' F� i �' ��I4ld1TR 4LSOU SEA" 4 a" nova r>:1>L'!Ei? SI I 'SEEM E Ti17k I 3 7. CAM ERSONS DETAIL 'E O 1 .vL e • •. • - A•.•. I . _ RE FlJrh 05Th AN ETA: . TOR I APPRO7E0 I7)R OONSVWE1{01E dt I1MIUFAC'RIRf: -: • Si LAYOUT APPROVED•8YS 0A tq'. M 456 b AD OUP R;•. 7: HP. AR 1UEa CURR9ETt 7 ? • ♦;, E CAL 1 -- {p E DT... ._ 1�� - 6 plI�D HI1RR SUPPL .� DDRDDD MORAL MS ARE REQDREO" T IEATIN . -PU S ARE�M rirt D EEE Mgr SUPPORT REACTIONS: Darman a ,uso l w SOAR' OF EEOUA1ccL .. M(TOP)' MI 14.50 -RIPS FLUB (a'( O Wiz A:O..TO RULC ION 001(,I BTERat ' B OO RIPS TOM REACUp18= ARE 0 SHOW SE 10LOPOWIDS (MPS} 2ND & 3RD LEVEL ELEVATOR SPECIFICATIONS FOR REFERENCE ONLY 1 3 /f8' BARRIERS (BY SCHINDLER) Tr, Sg. ECT1ON' R SECTION -: `- R MIRRORED we' OAP' AROAD PLATE TtO.MT FILLIP 04T11 AR: AAI110 OWPDUND - (SY 011555) I: =dTr4" 1/2" ; EDNSTR11S 1 D MILL runs MAl � DD:IAUA 05 ATE PLATY 7/14 BIRDCTVAAL' EJ?PORT -BEAMS ALAS 1ROIIAEO (6T OSE019) ISDSIRML At INE WOE .'Ai0 `" STANDARD- SEISMIC SUPPORT DESIGNED TOACCOMMODATE A MAXIMUM ; LONGITUDINAL DISPLACEMENT OF *4 1/4. DESIGN VALE;. ACCOMMODATE A MAX. STORY DRIFT OF 2 T3 /R6" PER SECTION 8.5 OF .ACME A17.I- 2000 /CSA`:B44- 00•(OR LATER). VOIATION IsMAsTit Macon roulMERT SECTI(! --C SECTION 'C -C MIRRQRE(). tor' i JROt67D'FR600 MAik Ya:6it RLLt4 L 21.1,4* 71'/2" amt A IELASEa coNFIXIS •1BY aaw14}. CSkIS Mira M rAp' as: El00R , O ifri i::... ATPo{Bj71QU }A} AH O: C[ASED HAT AF ar S�Wip1 I:T ALL/�TipF AHD HATE 18'1137:'; AMOUNT . CODE PURC 11ASER 'NOTES: APD7/ UPON - APPROVAL OF - THIS IMAMS TIE" PURC AAGR T O P ROVDE AR ATaTHEATIM:L RID E AND AN a''(S(5�yyPP1..Y.T BE I UPPER CF 'ila E: SPAC ... B RS CF WGNDUO10 A00 0ROD7G..10�N ECJNFP A ::74 E 20- 3' LA III SE q C �U N YI p ¢ D � Bp n . UF F'ER �ttpD p TTW T .t' ' DS 1N110)1 A NC f C .. R ' EC 4L S T DE GRCUN0 F L'C �p �( NIE 1����;;I7� 2D p�7py C(AT:iN7F�LRIIPT IN NZIi � j4 CHINE A CE PROT PER RgEpDp,F9 pp 1.1 N CIT 6, ,0 . 1 2 A D - 613., D / IME A171 tAL RI! ND CA N R R� ED Y TI•lt 850 UUST NOT E FODl' NEtO TO - TND.. 058 IS NOT N• A- �, .(t'S0 ESCLATOR LAND w1O ANDD:TO SE RAID F ATE R . Ux A sER :01 &M INC tDrEAC � gpF�� � 81 n l 0 P ry P C S R S�ENpp ggyl{ C A n EE AT�o{ S pU SUIT T1 tlINEN51_I i0NWSCF THE ES CA AT OR AS 0ETAILED K. . P A ES TO PROVE CIEAR'ACCESS 11TH SUITABLE FLOOR P Y � E T NE _ -D A UOT1 FOR t. - LI Ip N LR1 Cl/ S C DF IIWI R S F. ' A 8T OSSIRSOTION U. SEISMIC SWITCHES, W BE PER RULE 002.2: OR 5.13 OF ARLIE CODE (TOM NM 4 DL) HOORII LLY AMD 25 UM itt : IN.) VERTEQALLY AWAY fR ADJAOENT ' WARED BY LOCAL: 8Y WIHERS R '. F 1 0 1 O. ENING PROTEC110N:PER RULE 5.1.3.5.5 OR EOUIV�NT. O. ADEQUATE PR ORANACE REOUSWO' (BY OTHERS) G ! O } ST E CU MILD I. X• 'T ,�U1 OI P :H E s ' F t&)R ' O N 70 P �° SH ED 1FELpOpO�Rq(0 ONNNH). hpµ �g7p Q� q p{��y �p t .yERi1DAL TOP:OF FlMSHEfLOOR 'EO OF S AT EACH )LOOK (11057 DE 4' 4. TN15NEP. PIT.. AND FLOOR DPE O: DINEN510NS (OSIENBION E,}... GENT 1L'RECOMMIIND ONS1 SCSONDLEB tE£YA OF RPORATI ECODUCNDS THE FOLLOIWN 1. SUMMER SUMMER EN }1F CR TER THAN r Q ". SE RECOMMEND 7' -B 7' -B 1/2 . E, PR E F : R EEQUI ^ .g g p /app G ' TFN� tS W dt SURFA 'AND 0 Schindler REVISED PROJECT NAME • SEARS SOUTHCENTER PROJECT LOCADONI _ - TURNER, :WA : OWNER:: : - SEARS ROUNNOS' CORPORATION ARCHITECT: SEARS HOLDINGS CORPORATION CESJERAL• CONTRACTOR: .EMS .'- SOUTHCENIE71 - MALL . PUR NT a. Eli NOTES: UPON AL OF MS PRA RETIRE PURC AGREES. TO PROMOS. M1D/CR: 1�I p � , A OW pp w ��G yqggggqq gD�E A.. 8E 14Ik9 � 0. SU OF fi .-1141 S L L • "• .0113 -- BOLTS AN mN F :BALUSTRADE' SECTION., t: f Oa '°4- -TRUSS 70 BC APPUCC ONLY QF TEII THE Se , OWtlE: TAR - :> 85 .. E' -.� : T . : C. 5UP �pu 70 TN JUNCUJ DTI(. N.THC T O LY LANDN EACH (§-- '•(3:5/9: � - .. � g S PA SIT E�:' COND : 1l OIN G:TO : : . N,M70 : : . st L' PtR :: BOB' '1:1 0 E•' ECFPA 1 :. AND tr t y� 7W0> AHA SO LA CD � 91 pt� OD11' 0 A HD R gg � AH R� C) A PE TA ��M ���� ".� pg �LT R I y �. CL US D 4 IJN 0 rJ 7� U ' p���p�� �� , PTE -- i v :� P7Ey7I):iXIdES:.A ve OLE 6 A2 p N . p D . Ecu9 ENDS AS Q BY BU1,E BD711a OR 8.1 3b�. • N O SNE A /.. OWED 000 • - OP - TRUSS MID ACFC,3.0.5 : PROIECRON AL . 11DI�s 61: 0.1.2 a 6,1.3AA E A 71. AL t O DY TH TRt1 U SP NI SEEDED ., FEU# SQU E F NERINND : 'MC 71W IS . F1 7 ' 0 ARoilii0 UWW E g 8c S AAtATORIANIMNOS To-4 Lt7p L H� Ai 6 0'iflER OR ER S RD WIT THE EII 0F TNEESC� k S OETAILtW�' A ES. T O PROVIDE ix.EAR:ACCES9 S ITY A E FLOOR � pp RFACES ORC AND/ AU TU TIN R 0 p FO , R. ESCALATOR AA AWLNMt.EARAHCESS OOF At t R 2� 70 IIEARE 66011)01.1w PER RULE 502.2 ORB 1.152,2 CF ASQE CODE (100 LEN. (411. HORIIONTALLY.RHO 25'141(t TRTU1OALLY AWAY FR Ab$CENT SURFACES). IA. SOS: C SHTCNE9�,,(p REWORED`BY COOL «15 OTHERS). N, E } O }, PENU70 PROTECTIOM PER RULE 8.1,3.0.6 OR EOIAVALLNl' WY a. AONGUA PTT TIRANACE PEGPREO ( B'T OTHERS 1'lW G D s1ONS` M $ CONFfRR7A . T. *ERN X TRAVEL Olt -OE: F IMSH - FLO O R T O TO TOPP O F RHI '' TIT talc c T tA+° OF FIN till : -F nOR f'i OR D AT EACH FLOOR (M 6'). FINISHED PIT AND OP ) 004ENSTONS ( DR(ENS1014 R}. ItAL R SCO ND.A'.tIO ' ATOR, CORPORATION R COMNENOS THE F04.L r1INGi' RCIEN T.SHOUNT CP HEAOR °RENTER THAN 7 HE- RECOMMEND 7-6 1/2'. SHIPPING DIM EN$IQNS 8,11 KIPS 9138 i(IPS Nose mama a wM ummo im tlf OIOOMBRIMMMO MRAROIMOLRiMOYY 1r��lOOMOlO1 MRII¢EMELWIIOBTMS MII T1MMel 1BIOO 111110 I .. 441 . 1 /18 ; :SKIRT .3 . Schiindleir Schindler Elevator Corporation 609 inductdaf Drive ClintDn NC 28328 910490.5400 1,4ndlw ua,dchlnd!®r lore PRO,IECT't7AIM SEARS' OLITIK2.7OER= PROJECT LOCATXON;.. TUKWRA. WA OWNER1 SEARS HOLOINIS.CORPORATTON ARCHITECT: .., SEAR: tt0$IXINCiTCOW'URSLION GENE5AL CONTRACTRtE SEARS +.:SWxHCENTER :MALL SAFETY: ..... 'mac Ntx.T ^ 2005 ? PRDJEG *mental: YSE 14411 (0+ -04)- . DAM .9Y: AUTOtAYOUT ` OlECKED:04 GSCR0 I MtSON: ` `1.22/06 ORASSINC'NOT: TORO/3.E 5NEESS 2 OF 2; REVS 01 Schindler Elevator Corporation 809 Industriai Drive Clinton, NC 28328 9104904400 www.us.achlndler.com Avka- :12 r. REVIEWED FOR CODE COMPLIANCE A PPPOVED DEC 2 2 2009 City of Tukwila BUILDING Diminto RECEIVED CITY OF TUKWILA DEC 15'2009 PERMIT CENTER U z z z a 2 -' -08 z 6 z O U U EXPIRES 03 -19 -10 � Lawmen cr - zwel c 2° Copyright 2008. 0 All rights reserved co This design and drawing are for use Of) specific site indicated and Is the exclusive property of PLUMP ENGINEERING INC, and shall not be used, duplicated or altered In part or in whole without written approval of PLUMP ENGINEERING, INC.