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HomeMy WebLinkAboutPermit D12-153 - SEARS - CHANGE OF USESEARS 18340 OLYMPIC AV S D12 -153 wq� 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.TukwilaWA.gov CERTIFICATE OF OCCUPANCY This certificate is issued pursuant to the requirements of Section 110.2 of the 2009 edition of the International Building Code. At the time of issuance, this structure or portion thereof has been inspected for compliance with the requirements of this code for the occupancy and division of occupancy and the use for which the proposed occupancy is classified. Building Permit No.: D12 -153 Occupant /Tenant: SEARS Building Address: 18340 OLYMPIC AV S, Suite No. Parcel No.: 7888900155 Property Owner: C/O EPROPERTYTAX INC DEPT #207 , PO BOX 4900 85261 Use: RETAIL/WAREHOUSE Occupancy Group /Division: B Type of Construction: IIIB Automatic Sprinkler System: Provided: Y Required: Y Design Occupant Load: 594 .u.��.�., /4 2013 BUILDING OFFIC D E THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES City oilkukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -43 1 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.TukwilaWA.gov Parcel No.: 7888900155 Address: 18340 OLYMPIC AV S TUKW Suite No: Project Name: SEARS DEVELOPMENT PERMIT Permit Number: D12 -153 Issue Date: 06/11/2012 Permit Expires On: 12/08/2012 Owner: Name: C/O EPROPERTYTAX INC Address: DEPT #207 , PO BOX 4900 85261 Contact Person: Name: DAVID KEHLE Address: 1916 BONAIR DR SW , SEATTLE WA 98116 Contractor: Name: DAVIS SCHUELLER INC. Address: 20700 44 AV W , LYNNWOOD WA 98036 Contractor License No: DAVISSI105PN Lender: Name: Address: Phone: 206 433 -8997 Phone: 206 775 -9400 Expiration Date: 07/01/2012 DESCRIPTION OF WORK: CHANGE OF USE FROM 14,742 SF OF WAREHOUSE AND OFFICE TO BULK RETAIL. WORK TO INCLUDE REMOVAL OF (3) STAIRS, CONSTRUCTION OF (2) NEW RAMPS AND (3) NEW CONCRETE STAIRS, AND REMOVAL OF EXISTING NON - BEARING WALLS AT EXISTING NORTH OFFICE INCLUDING REMOVAL OF CEILING GRID. PROVIDE NEW FINISHES IN EXISTING RESTROOMS AND REMAINING OFFICES. UPGRADE RESTROOMS TO ADA STANDARDS AND ADD HANDRAIL AT EXISTING STAIR TO SECOND FLOOR. Value of Construction: $60,000.00 Fees Collected: $1,754.16 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2009 Type of Construction: IIIB Occupancy per IBC: 0008 Electrical Service Provided by: PUGET SOUND ENERGY * *continued on next page ** doc: IBC -7/10 D12-153 Printed: 06 -11 -2012 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: Date: 1 .■" V L_ I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorize • 10 sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: ra/iu Date: /(� / This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All 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. 5: 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. 6: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. doc: IBC -7/10 D12-153 Printed: 06 -11 -2012 7: All wood to remain in placed concrete sh- a treated wood. • 8: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. 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: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 11: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 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. 14: ** *FIRE DEPARTMENT CONDITIONS * ** 15: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 16: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75 or less. (IFC 906.3) (NFPA 10, 3 -2.1) 17: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 18: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 19: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 20: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 21: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 22: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 23: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 24: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) doc: IBC -7/10 D12 -153 Printed: 06 -11 -2012 25: Exits and exit access doors shall be mar by an approved exit sign readily visible frog y direction of egress travel. Access to exits shall be marked by r y visible exit signs in cases where the exit path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 26: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 27: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 28: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot - candle (11 lux) and a minimum at any point of 0.1 foot - candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot - candle (6 lux) average and a minimum at any point of 0.06 foot - candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to- minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.4) 29: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 30: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. (IFC 901.4) 31: 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) 32: 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 Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2327). 33: An approved manual fire alarm system including audible /visual devices and manual pull stations is required for this project. The fire alarm system shall meet the requirements of Americans With Disabilities' Act (I.B.C.), N.F.P.A. 72 and the City of Tukwila Ordinance #2328. 34: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2328) 35: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2328) (IFC 104.2) 36: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 37: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 38: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 39: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 40: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) 41: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. doc: IBC -7/10 D12 -153 Printed: 06 -11 -2012 42: These plans were reviewed by Inspectoill. If you have any questions, please call Tula Fire Prevention Bureau at (206)575 -4407. 43: ** *PLANNING DEPARTMENT CONDITIONS * ** 44: Per the condition of the Parking Variance for this project (Land Use Permit #L11 -055), this site is subject to Tukwila's Commute Trip Reduction (CTR) Program. Please contact Maggie Lubov, Tukwila CTR Coordinator, at (206)433 -7142 for program requirements. 45: Signs are not approved as part of this permit. A separate sign permit is required. 46: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 47: Future Tenant Improvement permit shall be subject to traffic impact fee due to change in use from warehouse and office to bulk retail. JJS. doc: IBC -7/10 D12 -153 Printed: 06 -11 -2012 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. V 12 Project No. Date Application Accepted: Date Application Expires: (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION Site Address: 18340 Olympic Ave So Tenant Name: Sears King Co Assessor's Tax No.: 788890- 0155 -06 Suite Number: Floor: 1 New Tenant: m Yes ❑ ..No PROPERTY OWNER Name: David Kehle Name: c/o CBRE City: Seattle State: WA Zip: 98116 Address: 12720 Gateway Dr , Suite 200 Email: dkehle @dkehlearch.com City: Tukwila State: Wa Zip: 98168 CONTACT PERSON — person receiving all project communication Name: David Kehle Address: 1916 Bonair Dr SW City: Seattle State: WA Zip: 98116 Phone: (206) 433 -8997 Fax: (206) 246 -8369 Email: dkehle @dkehlearch.com GENERAL CONTRACTOR INFORMATION Company Name: tbd Architect Name: David Kehle Address: 1916 Bonair Dr SW City: Seattle State: WA zip: 98116 Address: Email: dkehle @dkehlearch.com City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: HAApplications\Forns- Applications On Lme12011 Appbcations&Pemmt Application Revised - 8- 9- 11.docx Revised: August 2011 bb ARCHITECT OF RECORD Company Name: David Kehle, Architect Architect Name: David Kehle Address: 1916 Bonair Dr SW City: Seattle State: WA zip: 98116 Phone: (206) 433 -8997 Fax: (206) 246 -8369 Email: dkehle @dkehlearch.com ENGINEER OF RECORD Company Name: Shutler Consulting Engineers Engineer Name: Joe Shutler Address: 12503 Bel -Red Road, Suite 100 City: Bellevue State: WA Zip: 98005 Phone: (425) 450 -4075 Fax: (425) 450 -4076 Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: N/A Address: City: State: Zip: Page 1 of 4 BUILDING PERMIT INFORMATION — 206- 431 -3670 Valuation of Project (contractor's bid price): $ 60,000 Existing Building Valuation: $ 8,900,000 Describe the scope of work (please provide detailed information): Remove existing 3 existing stairs, construct 2 new ramps and 3 new concrete stairs, remove existing non - bearing walls at existing North office including removal of ceiling grid, lights, and finishes, provide new finishes in existing rest rooms and offices to remain, upgrade existing rest rooms to ADA standards, add handrail at existing stair to second floor. Sears will be a change of use from 14,742 sf of warehouse and office to bulk retail. Will there be new rack storage? ❑ Yes �.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) For an Accessory dwelling, provide the following: Lot Area (sq ft): 139,000 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: 53 Compact: 11 Handicap: 4 Will there be a change in use? ® Yes ❑ No If "yes ", explain: 14724 Warehouse /office to bulk rt FIRE PROTECTION/HAZARDOUS MATERIALS: (a Sprinklers ® Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ® No If `yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:1Applicmions \Porn- Applications On Line 12011 ApphcatronslPermit Application Revised - 8- 9- 11.doat Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC ts' Floor 68,800 1,192 III B M/B /S1 2"d Floor 1,192 0 III B B 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) For an Accessory dwelling, provide the following: Lot Area (sq ft): 139,000 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: 53 Compact: 11 Handicap: 4 Will there be a change in use? ® Yes ❑ No If "yes ", explain: 14724 Warehouse /office to bulk rt FIRE PROTECTION/HAZARDOUS MATERIALS: (a Sprinklers ® Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ® No If `yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:1Applicmions \Porn- Applications On Line 12011 ApphcatronslPermit Application Revised - 8- 9- 11.doat Revised: August 2011 bh Page 2 of 4 PERMIT APPLICATION NOTES — 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. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWN R OR A 1' HO I ZED AGENT: Signature: \ Date: 05/07/2012 Print Name: David Kehle Day Telephone: (206) 433 -8997 Mailing Address: 1916 Bonair Dr SW Seattle WA 98116 City State Zip H:\Applcatiom \Form - Applications On Line \2011 Applicatioev \Permit Application Revised - 8.9- 11.doc,c Revised: August 2011 bh Page 4 of 4 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.TukwilaWA.gov Parcel No.: 7888900155 Address: 18340 OLYMPIC AV S TUKW Suite No: Applicant: SEARS RECEIPT Permit Number: D12 -153 Status: ISSUED Applied Date: 05/08/2012 Issue Date: 06/11/2012 Receipt No.: R12 -02045 Payment Amount: $63.00 Initials: JEM Payment Date: 07/03/2012 03:04 PM User ID: 1165 Balance: $0.00 Payee: GARY MYERS, DAVIS SCHUELLER INC TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd MC Authorization No. 029195 ACCOUNT ITEM LIST: Description 63.00 Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 63.00 Total: $63.00 doc: Receiot -06 Printed: 07 -03 -2012 • 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.TukwilaWA.gov Parcel No.: 7888900155 Address: 18340 OLYMPIC AV S TUKW Suite No: Applicant: SEARS RECEIPT Permit Number: D12 -153 Status: APPROVED Applied Date: 05/08/2012 Issue Date: Receipt No.: R12 -01831 Initials: User ID: WER 1655 Payment Amount: $1,064.90 Payment Date: 06/11/2012 10:34 AM Balance: $0.00 Payee: KEVIN BALATON TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd MC Authorization No. 093254 ACCOUNT ITEM LIST: Description 1,064.90 Account Code Current Pmts BUILDING - NONRES 000.322.100 STATE BUILDING SURCHARGE 640.237.114 Total: $1,064.90 1,060.40 4.50 doc: Receiot -06 Printed: 06 -11 -2012 • City of Tukwila De P artment of Communi ' Develo P ment 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206-431-3665 Web site: http: / /www.Tukwila WA.Rov Parcel No.: 7888900155 Address: 18340 OLYMPIC AV S TUKW Suite No: Applicant: SEARS RECEIPT Permit Number: D12 -153 Status: PENDING Applied Date: 05/08/2012 Issue Date: Receipt No.: R12 -01527 Initials: User ID: Payee: JEM 1165 Payment Amount: $689.26 Payment Date: 05/08/2012 11:08 AM Balance: $1,064.90 DAVID E KEHLE TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 02290D ACCOUNT ITEM LIST: Description 689.26 Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 689.26 Total: $689.26 doc: Receiot -06 Printed: 05 -08 -2012 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 - (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 INSPECTION RECORD Retain a copy with permit »z -/5- PERMIT NO. Project: S� q 2 S Type of Inspection: Fi A(4 L. Address: / (5 3L/o G4y-44r).4 4u`�' Date Called: Special Instructions: Date Wanted:. / /---Z.3 -/Z f.m p.m. Requester: Phone No: © Approved per applicable codes. Corrections required prior to approval. f COMMENTS: (!J /= ; .%pwt ,4 4 e c-14/../ //-.? f,G/'. -✓1,-r" �/.ayri /F%G7 /j ;A/r/ Inspector. [/REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: ///-2-g-17 INSPECTION RECORD:. Retain a copy with permit ' i2 4 9 INSPECTICNN"0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431- 3670.. Permit Inspection Request Line (206) 431 -2451 Project: A-lS. Type of Inspection CentA(. . . Address: 1 B L U D O Lq$41 PO A U Date Called: • Special Instructions: Date Wannted:. .in ca.. ' Phone No: ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: 1:401- , tiJ - A-11 P��✓� . s) P,-w, t el 2 — N (-7 • NAB Ie -�ie( n INSPECTION FEE RE>;IUIRED. Prior to next inspection fee must be at 6300 Southcenterblvd.. Suite 100. Call to schedule reinspectiOn. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMITNO. CITY OF TUKWILA BUILDING DIVISION:. 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451' Project: s €Acz Type of Inspection: r:INAL Address: Date Called: Special Instructions: /� e49 r'eF/�� Date Wanted:. - 1 1 i 2.) / /0 a m:: 02-T.: Requester: Phone No: 26,S10 -;GO ElApproved per applicable codes. ElCorrections required prior to approval. COMMENTS: Inspector: Date: n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 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 Permit Inspection Request Line (206) 431 -2451 ('L -' {5.3 Project: A / 2 - 5 Type of Inspection: .1- " . k,n t (u O • �. Address: I k340 vLL,Mn Date Called: Special Instructions: 1 / Date Wanted:. _ ,""'m>. tir - (1'j?__p.m. Requester: Phone No: 1 f -509 _5-ac4 ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: ( l- &( -A? f. ; r-e. A -.It.4 cn.,, -,D /.)iiu;k-_, f ;F ! I . r Inspector: Date: ?y, REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT.NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 g (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project_ A �� - /N Type Inspection: A ( (� t 1 �n /tlht�c'� o.A Address: I 4 Mn,r Date Called: 5 e is nstructions. p Date Wanted:. .. Requester: Phone No 1 Zo - a.- 2 . -4g , ( LIApproved per applicable codes. COMMENTS: Corrections required prior to .approval. • Paul l ,5) JJ 0 ,fin-«' SPC i A-6 -en. G� ! A.. p Jtf LbUc ri A Inspgctor: ! .\ 0 n REINSPECTION FEE REQUIRED. Prior to next inspection, fee muSf be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, INSPECTION NO. . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)'431 -3670 Permit Inspection Request Line (206) 431 -2451 INSPECTION RECORD Retain a copy with permit PERMIT NO. Project: Type of Inspection: Address: N., 15;3 0\ C.)LY= Pio AU S Date Called: Special Instructions: Date Wantted:. G l 02 6 f!% . (17-m—, P.m. Requester: Phone No: o2G62 —6-52 -Ll L9 6 I. Approved per applicable codes. N. El Corrections required prior to approval. , -' COMMENTS: Date: / frr)--: 7.6 — )2. ECTION FEE REQUIRED. rior to next spection, fee must be t 6300 Southcenter Blvd., Sy, to 100. Call o schedule reinspection. 3 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: )ca -s ad-le - Type of Inspection: At/ F;'iu l , F'.e Fi ,-)c, I Address: 43'/ 0/y17, -c ,f v s . Suite #: Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: . R-S /,Z k o 'c 5 F/1-147 COQ Fold Ok D / )_- /ii F' Fh4 I Ok DI)--x3.5- Monitor: Pre -Fire: Permits: Occupancy Type: A-I, S- I Needs Shift Inspection: Y Sprinklers: y' Fire Alarm: `f Al FA Hood & Duct: A) Monitor: Pre -Fire: Permits: Occupancy Type: A-I, S- I Inspector: A-1,-11/ Date: //-a)-/D- Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Word /Inspection Record Form.Doc 6/11/10 Zip: T.F.D. Form F.P. 113 Fireproofing Aggregates Shotcrete Concrete. Masonry November 28,, 2012 Asphalt Roofing P i l i n g S t e e l S o i l s File: 12 -383 W o o d Building Official City of Tukwila Building Department 6300 Southcenter Blvd. Tukwila, WA. 98188 Project: Sears Bulk Address: 18340 Olympic Ave. S. Permit. No D12 -153 A.A.R. TESTING LABORATORY, INC. CONSTRUCTION INSPECTION Al:0MATERIAL TESTII t0. NATIONALLYACCEPTEO LABORATORY. CITY RECEIVED A DEC 052012 PERMIT CENTER This is to advise you that special inspections are completed on the above referenced project. The following inspection was required and copies of our reports have already been forwarded to you. 1. Epoxy grouting To the. best of our knowledge: all work inspected conformed' to Tukwila: Building Department approved plans,. specifications, IBC and related `codes and/or verbal or written instructions from the Engineer of Record; Sincerely, A.A.R. TESTING LABORATORY, INC.. ,4,/ed JAt Kim berle Anderson President CC: Davis Schueller Inc. -Jim Stockburger Tel: (425) 881 -5812 Fax (425) 881-5441 •7126 180th Ave. NE • RO. Box 2523'0 Redmond, WA 98073 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamil Envelope .Summary 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Project Info FILE COPY Peril* too. — Project Address 9 Applicant Name: (-T ant Address: Applicant Phone: Ib�¢ Ga (AV 'h ,fi). 'III (v.4- 33— bictt" Project Description ❑ New Building ❑ Addition %Alteration [Compliance Option Prescriptive ❑ Component Performance (See Decision Flowchart (over) for qualifications) Occupancy Group off' Nonresidential 0 Multifamily Residential Climate Zone ' "%° Climate Zone 1 0 Climate Zone 2 ( See Fenestration Area Calculation Total Fenestration Electronic version: these values are automatic (rough opening) Gross Exterior (vertical & overhd) divided by Wall Area WA — Semi - Heated Path 0 yes Allowable if project meets all requirements as defined In section 1310.2 n no calculated separately from other conditioned spaces. Limited to reducer and qualifying thermostat. Envelope Requirements (enter values as applicable) Minimum Insulation R- values Roofs - Insulation Above Deck Roofs - Metal Building Roofs - Single Rafter Roofs - Attic and All Others Walls - Mass Walls - Metal Building Walls - Steel Framed Walls - Wood Framed and Other Floors - Mass Floors - Steel Joist Floors - Wood Framed and Other Maximum F- factors Slabs -on -Grade - Unheated Slabs -on -Grade - Heated Notes: VID eLboouoci avaope REVIEWED FOR CODE COMPLIANCE APPROVED JUN 0 7 2012 City of Tukwila BUILDING DIVISION Envelope Requirements Vertical Fenestration Non -Metal Frame Metal Frame Entrance Door Skylights - Without Curb Skylights - With Curb Opaque Doors - Swinging Opaque Doors - Non -Swir Vertical Fenestration Non -North North Skylights R CITY LA MAY 082012 'ERMIT CENTER WSE( ally t. Only wall i 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Interior Lighting Summary. 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Project Info Project Address LTG -INT Revised November 2010 Date Applicant Name: Applicant Address: Applicant Phone: its % A2, 9%, 0/ai%,146. `i i i, n• 33 -Mt14- For Buildin. Department Use Project Description ❑ New Building ❑ Addition (1 Alteration ❑ Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option /tr Prescriptive 0 Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box - sec. 1132.3) is• `'e No changes are being made to the lighting and space use not changed ess than 60% of the fixtures new, installed wattage not increased, & space use not changed. Maximum Allowed Lighting Wattage Location (floor plan /room #) Occupancy Description Allowed Watts per ftZ ** gross Interior Area in ft2 Allowed x Area " From Table 15 -1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts Proposed Lighting Wattage Location (floor plan /room #) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts Notes: 1. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T -8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 2. For proposed Watts /Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section 1530. For line voltage track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. For low voltage track lighting list the transformer rated wattage. 3. List all fixtures. For exempt lighting, note section and exception number, and leave Watts /Fixture blank. AIN _�� —_ SHUTLER CONSULTING ENGINEERS, INC. 12503 Bel -Red Road, Suite 100 Bellevue, Washington 98005 (425) 450 -4075 FAX (425) 450 -4076 JOB SEARS BULK RETAIL SHEET NO. COVER CALCULATED BY JJS CHECKED BY SCALE JOB NUMBER 12 -09.03 OF DATE 5/4/2012 DATE STRUCTURAL CALCULATIONS FOR: SEARS BULK RETAIL SOUTHCENTER SOUTH BUSINESS PARK 18340 OLYMPIC AVENUE SOUTH TUKWILS, WASHINGTON PROPOSED BY: SEARS BULK STORAGE 18340 Olympic Ave. S Tukwila, Washington ARCHITECT: David Kehle Architect 1960 Bonair Drive SW Seattle, Washington 98116 (206) 433 -8997 * Fax (206) 246 -8369 FILE COPY DESIGN CRITERIA: CODE INTERNATIONAL BUILDING CODE, 2009 Edition ROOF LIVE LOAD 25 PSF (SNOW LOAD) WIND LOAD 85 MPH ZONE, EXPOSURE "B", 1w = 1.0 SEISMIC DESIGN INFORMATION: REVIEWED FOR CODE COMPLIANCE APPROVED l; 'JUN 0 7 2012 • City of Tukwila BUILDING DIVISION Ss= 138.90% SI = 47.50 % Cs =.185- R = 5.0 IE =1.0 SITE SOIL CLASS SEISMIC DESIGN SDS = 0.926 SDI = 0.483 SZo = 2.0 = "D" (ASSUMED) CATEGORY = "D" CIiY OF iUKVNU MAY 0 8 2012 PERMIT CENTER D12- iSS NMI 111111,1111111 SHUTLER CONSULTING ENGINEERS, INC 12503 Bel-Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 FAX (425) 450-4076 JOB 46294,5 SHEET NO. S -/ CALCULATED BY -r5 DATE OF — — , ,6- -04 1- s-- ' 11111EIKII III al , i w ck../ 1 14 --Itir 't -I — I ■ / I fit oia, • .- J. I-cari , _iita r ___I gor_so T-- 'AO.' e I li)e- f_cr f • 114.41e----1- _ _ _i _i_ 9 00 .1 _____i_ESit I ,k__, re- oa i r 12 ' 40. 0 t 05 ixo,,4!rjeilipr jotfri),- 1 i2; _ 1 • 1 I 1 __i,__ .....II -.- --i- f--- •7did --I r------------------ ra -I- „ J. 1 4/4'1/4' !__. _ t-- __I T- I I r -- IL I_ -----,------- (,)-0-Y-,-_ go. 81! .0t4'' - ,;.. ,r- • I ,_ i . ,_ . . -- •f.61,60J4e166 i --j- -- - [ . _... ._....... __ __ - .... - 1 I !I I _ t r I 1_ _ ... ._ . . . 1 ' ■ : ,- _ _L __t__ _ _ — •'-- ' . . . • f -r--- •I -I- I iI ® ®® SHUTLER CONSULTING ® ®® ENGINEERS, INC 12503 Bel -Red Rd., Suite 100 Bellevue, WA 98005 (425) 450 -4075 FAX (425) 450 -4076 JOB ait "2-S SHEET NO. 5 ''Z^ CALCULATED BY ■''S DATE 6-1/•/2 OF E T 1--y f a w)#4. ui.ILQ_ Par Id 4.'1sm4- - . -_ - - -_ _-- - - - -__ — 1 - - -- - - - - -- -- --- - - 3 Say � --I- - t._ - ;-- - _ _ __l----_ — � - - - -- - - -�- L • 3 )f7-9-7- 6 40i6) h_icr- 1/5" 5 F • 60 I- __ -------0,-5--wsiz ___L;_io_, 11-_, • il . S D --t --fi- i — 7, _. —, vc - --0.1 _ -� -�3V�" - 6Y..1_/_4,,2.6/4) eV •/ /,,, - -_ 1 I t " — . �. Nil . v°i II� �22,,,,k• �1 I V r " 4• °�' C �f 4 ,0„/,(A-i. r -s -_ I i _ r i P/ `f � .. _ -- . t o #,s ,A) -- - - - - -- _- / _l0 61'4 d .._i12_ "_. ayo i ;%y -e.)60 r.)_ L2) ...- .. -I_._11.111..4_Y_°/01!_T_ , " 4 N -_ . ____. _i_____[._ .i_._ +3' t_._ -1,0"c!7- fp- . Y= - - 0... wr y -] a'/2)% (v/fix` ;X), �U� k i S�a Z.c y 1 a.x. ; .f-r_. /i Q /5) = 12-- i -I ' .__ 4) .. . _�_ ._ _...---- r - ..._____,I___t ' —� __ 1 _.. t_... • i f , 1 111111 MEE 1111111F MINI MN SHUTLER CONSULTING ENGINEERS, INC. 12503 Bel -Red Road, Suite 100 Bellevue, WA 98005 (425) 450 -4075 • FAX (425) 450 -4076 JOB Sears Bulk Retail SHEET No. CALCULATED BY DATE JJS OF 5 -3 -12 SCALE LATERAL ANALYSIS & DESIGN Seismic Criteria: Occupancy Category, I, II, Ill or IV Seismic importance factor, IP Mapped spectral response for short periods, Ss Mapped spectral response acceleration at a period of 1 second, Si Site soil class Response modification factor, R 00 Ct Average roof height Long period transition period, TL Ta = Ct * (tiny, x = 0.75 Fe F,, Maximum spectral response acceleration at short periods, SMS = Fe * Ss Maximum spectral response acceleration at 1- second, SM1 = F„ * Si Design spectral response acceleration at short periods, SDs = 2/3 * SMS Design spectral response acceleration at 1- second, SD1 = 2/3 * SM1 Seismic Design Category based on short period response acceleration Seismic Design Category based on 1- second period response acceleration Seismic Design Category, choose most severe of above two. Cs= SDS /(R/I) If T < TL then Cs(max) = SD1 / (T * (RA)) IfT >TL then Cs(max) =5D1 *TL /(T_'(R /I)) Cs(min) = 0.01 if Si is equal to or greater than 0.6g, then Cs(min) = 0.50 * Si / ( RA ) Seismic Design Force V =Cs *W Diaphragm Shear force Fpx(min)= 0.2 *SDs *I *WPx Fpx(max)= 0.4 *SDS *I *WPx 0.185 W = 0.185 WPx = 0.370 WPx File:Seismic cover ASCE 7- 05.xls, modified 12 -5 -07 = 1.00 = 0.224 Sec. = 1.000 = 1.525 1.389 0.724 = 0.926 = 0.483 = D = 0.185 Controls = 0.432 = N.A. 0.010 N.A. Conterminous 48 States 2009 International Building Code Latitude = 47.44 Longitude = - 122.25 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.05 deg grid spacing Period Sa (sec) (g) 0.2 1.389 (Ss, Site Class B) 1.0 0.475 (S1, Site Class B) Conterminous 48 States 2009 International Building Code Latitude = 47.44 Longitude = - 122.25 Spectral Response Accelerations SMs and SM1 SMs = Fa x Ss and SM1 =FvxS1 Site Class D Fa = 1.0 ,Fv = 1.525 Period Sa (sec) (g) 0.2 1.389 (SMs, Site Class D) 1.0 0.724 (SM1, Site Class D) Conterminous 48 States 2009 International Building Code Latitude = 47.44 Longitude =.- 122.25 Design Spectral Response Accelerations SDs and SD1 SDs = 2/3 x.SMs and SD1 = 2/3 x SM1 Site Class D - Fa = 1.0 ,Fv = 1.525 Period Sa (sec) (g) 0.2 0.926 (SDs, Site Class D) 1.0 0.482 (SDI, Site Class D) A/ . _. a� .' yctiFtr 5>Tc: 3/191 %011 1990 ' r 1 la! 17.437949" ton = 12225.496 Lorirape - 001° /tt ZL . tr ‘fri • •rqi- \Q:eft)/E-Nc-C City of Tukwila Jim ffaggerton, Mayor Department of Community Development Jack Pace, Director January 9, 2012 NOTICE OF DECISION TO: David E. Kehle, Applicant Gateway Olympia, Inc., Owner King County Assessor, Accounting Division Washington State Department of Ecology This letter serves as a notice of decision and is issued pursuant to TMC 18.104.170 on the following project and permit approval. I. PROJECT INFORMATION Project File Number: L11 -055 Applicant: David Kehle, Architect Type of Permit Applied for. Administrative Parking Variance Project Description: Request for a 10% reduction to the amount of parking required by TMC Chapter 18.56. Location: 18340 & 18350 Olympic Ave. S. (parcel # 7888900155) Associated Files: PL11 -054 (Project File) Comprehensive Plan Desianation2oning District: CommercialLight Industrial (C/LI) IL DECISION RE tV .0 CITY OF nOMALA MAY 082012 SEPA Determination: The City SEPA Responsible PERMIT CENTER ty esponsible Official has previously determined that this application does not require a SEPA threshold determination because it is categorically exempt. Decision on Substantive Permit: The Community Development Director has determined that the application for an Administrative Parking Variance does comply with applicable City and state code requirements and has approved that application, subject to the following conditions: Type 2 Permit 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206 - 431 -3670 • Fax: 206- 431 -3665 • 1. The site is now subject to the City's CTR program. 2. Ten parking stalls must be added to the project site, as shown on sheet SD -1. The new parking area and "future ramp" shall be reviewed for compliance with accessibility requirements as part of a future building permit. III. YOUR APPEAL RIGHTS The Decision on this Permit Application is a Type 2 decision pursuant to Tukwila Municipal Code § 18.104.010. Other land use applications related to this project may still be pending. No administrative appeal of a DNS or an EIS is permitted. One administrative appeal to the Hearing Examiner of the Decision on the Permit itself is permitted. If an MDNS was issued, any person wishing to challenge either the conditions which were imposed by the MDNS decision or the failure of the Department to impose additional conditions in the MDNS must raise such issues as part of the appeal to the Hearing Examiner. A party who is not satisfied with the outcome of the administrative appeal process may file an appeal in King County Superior Court from the Hearing Examiner decision. IV. PROCEDURES AND TIME FOR APPEALING In order to appeal the Community Development Director's decision on the Permit Application, a written notice of appeal must be filed with the Department of Community Development within 14 days of the issuance of this Decision; that is, by January 23, 2012. The requirements for such appeals are set forth in Tukwila Municipal Code 18.116. All appeal materials shall be submitted to the Department of Community Development. Appeal materials MUST include: 1. The name of the appealing party. 2. The address and phone number of the appealing party; and if the appealing party is a corporation, association or other group, the address and phone number of a contact person authorized to receive notices on the appealing party's behalf. 3. A statement identifying the decision being appealed and the alleged errors in the decision, including any specific challenge to an MDNS. 4. The Notice of Appeal shall identify (a) the specific errors of fact or errors in application of the law in the decision being appealed; (b) the harm suffered or anticipated by the appellant, and (c) the relief sought. The scope of an appeal shall be limited to matters or issues raised in the Notice of Appeal. S. Appeal fee per the current fee schedule, additional hourly charges may apply. In addition all hearing examiner costs will be passed through to the appellant. V. APPEAL HEARINGS PROCESS Any administrative appeal regarding the Permit shall be conducted as an open record hearing before the Hearing Examiner based on the testimony and documentary evidence presented at the open record hearing. The Hearing Examiner decision on the appeal is the City's final decision. Type 2 Pamit JR Page 2 of 3 01/06/201210:16.00 AM H:1Special PennissionlSears Parking VationeeWOD_LI l- OSLPLI I- 054_Sears Parking Varianee.doc Any party wishing to challenge the Hearing Examiner decision on this application must file an appeal pursuant to the procedures and time limitations set forth in RCW 36.70C. An appeal challenging a DNS, an MDNS or an EIS may be included in such an appeal. If no appeal of the Hearing Examiner decision is properly filed in Superior Court within such time limit, the Decision on this permit will be final. The City's decision to issue a DNS, an MDNS or an EIS is final for this permit and any other pending permit applications for the development of the subject property. VI. INSPECTION OF INFORMATION ON THE APPLICATION Project materials including the application, any staff reports, and other studies related to the permits are available for inspection at the Tukwila Department of Community Development, 6300 Southcenter Blvd., Suite 100, Tukwila, Washington 98188 from Monday through Friday between 8:30 a.m. and 5:00 p.m. The project planner is Jaimie Reavis, who may be contacted at 206 -431 -3659 for further information. Property owners affected by this decision may request a change in valuation for their property tax purposes. Contact the King County Assessor's Office for further information regarding property tax valuation changes. The notice board must be r moved at the expiration of the appeal period if no appeal is filed. 0 �►p De • : ' . • Community Development City o ila Type 2 Permit JR Page 3 of 3 01/06/201210:18 0 AM H:\Special Permiasion.Sears Parking Vari ancelNOD_L11.055JL11- 054_Sats Parking Variance.doc •PERMIT COORD COP PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -153 PROJECT NAME: SEARS SITE ADDRESS: 18340 OLYMPIC AV S DATE: 06/14/12 Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 after Permit Issued DEPARTMENTS: fre .THL AVA- 1.19-19 ‘12-. Planning Division Building Division ® Fire Prevention II ANS NA- cve- Public Works Structural nPermit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete 14 DUE DATE: 06/19/12 Incomplete ❑ Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route Structural Review Required n No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Notation: DUE DATE: 07/1 7/12 Approved with Conditions n Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 02/29/12 HERMIT COORD COPS PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -153 PROJECT NAME: SEARS SITE ADDRESS: 18340 OLYMPIC AV S DATE: 05/08/12 X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENTS: Tq�GJ�% G 05.111- Building Division �c 19 i)- — Public Works A VA At4ie' 5-1,5-1)._ C- Fire Prevention ® Planning Division Structural Permit Coordinator n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete DUE DATE: 05/10/12 Incomplete ❑ Not Applicable n Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route IX Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: DUE DATE: 06/07/12 Approved n Approved with Conditions Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 02/29/12 PROJECT NAME: -11 PERMIT NO: -1c3 SITE ADDRESS: 1,10 Ol y AA ?1Ci Pv S ORIGINAL ISSUE DATE: REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS 1 DU , iW . 12 Di i O2' VL . ,-.- Summary of Revision: RANA 0 -e C tin - r ckCCec,S rkino Received by: �4g/ , in yERS G 7 -0 3 -201z REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) City of Tukwila Steven M. Mullet, Mayor 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 Steve Lancaster, Director REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: (v114132-- Plan Check/Permit Number: ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # I after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ,v DIT Project Name: Project Address: Contact Person: Yom/ 340 ' ©►A,rip kt.02, Phone Number: tr,433 EItte c4ECE teD OF ruu /JUN 14 2012/ Deakin, ,ce ep Summary of Revision: Pig 1�HC C9 - 1 Vbr /W dJe vvw-t OI L ©Ccu■12. -QU 126vi e / 1-al 116 CNA. 6t4) 11,e 111001 ,6 ®�� I4 tS kidtO Sheet Number(s): "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 U \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Contractors or Tradespeople Pryier Friendly Page • Page 1 of 2 General /Specialty Contractor A business registered as a construction contractor with LI:tI 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 DAVIS SCHUELLER INC UBI No. 601273797 Phone 4257759400 Status Active Address 20700 44Th Ave W Ste 280 License No. DAVISSI105PN Suite /Apt. License Type Construction Contractor City Lynnwood Effective Date 10/15/1990 State WA Expiration Date 7/1/2012 Zip 98036 Suspend Date County Snohomish Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company ther Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status RSMANI "011 BN R S MANUFACTURING INC Construction Contractor Cabinets, And Millwork Finish Carpentry Unused 1/15/1999 3/3/2013 Active SILVECI988Q0 SILVERCREEK CONSTRUCTION INC Construction Contractor General Unused 11/20/2002 11 /20/2004 Archived SEACRMI104DE SEACREST MFG INC Construction Contractor Cabinet And Millwork Carpentry /Framing 3/5/1990 2/26/1999 Archived OLYMPE *121QA OLYMPIC ENTERPRISES Construction Contractor General Unused 11/1/1988 11/1/1989 Archived DALFOCI1810E DALFORD COMPANY INC, THE Construction Contractor General Unused 2/5/1982 12/26/1991 Archived DALFOC*198LW DALFORD COMPANY, THE Construction Contractor General Unused 6/16/1981 6/1/1982 Archived DAKOTWC962BH DAKOTA WIRELESS CONST SVCS LLC Construction Contractor General Unused 1 /8/2004 1 /8/2006 Out Of Business Business Owner Information Name Role Effective Date Expiration Date DAVIS, BILL E President 01/15/1990 https://fortress.wa.gov/lni/bbip/Print.aspx 06/11/2012 SITE AND BUILDING STATISTICS BUILDING CODE: IBC 2009 ZONING: C/LI SITE AREA: 139,000 SF APPROX. EX. BUILDING AREA: 68,800 SF EASTERN TOOL: 11,200 SF. WAREHOUSE: 14,515 5F OFFICE 2,685 SF NEW SEARS : 51,600 SF BULK RETAIL: 14,124 SF OFFICE 1,192 SF WAREHOUSE : 35,684 SF AREA OF TENANT CHANGE OF USE: 14124 SF CHANGE FROM OFFICE AND WAREHOUSE TO BULK RETAIL TYPE OF CONSTRUCTION: III5 SPRINKLERED PARKING: EX. SHOWN: 58 STALLS PARKING: NEW STALLS: 9 STALLS PARKING TOTAL : 61 STALLS H.C. STALLS NEW : 4 STALLS PARKING REQ "D:OFFICE 3,811 SF* 1/300 = 13 CARS WAREHOUSE 50,199* 1/2000 : 25 CARS BULK RETAIL 14,124 SF * 2.5/1000 = 36131 CARS TOTAL REQUIRED . = 15 CARS 30' -0" 30' -0" NEW 5' WIDE X 4" THICK CONCRETE WALK FROM BOTTOM OF STAIRS TO EXISTING CURB EDGE, OVER COMPACTED NATIVE MATERIAL SCOPE: TO CHANGE NE USE OF 14,124 SF OF EXISTING OFFICE AND WAREHOUSE TO BULK RETAIL. ALSO, REQUEST AN ADMINISTRATIVE VARIANCE OF ICA OF THE REQUIRED PARKING BY 8 STALLS FROM THE CODE REQUIREMENTS. ADMINISTRATIVE PARKING VARIANCE L11 -055. SEARS HOURS OF OPERATION ARE 10AM -9PM MONDAY THRU SATURDAY AND 11 AM TO 1PM ON SUNDAY. EASTERN TOOL HOURS OF OPERATION ARE 1AM TO 5PM MONDAY THRU FRIDAY. PER SEARS, NE BUSIEST RETAIL TIMES ARE 6PM TO 9PM MONDAY THRU FRIDAY AND SATURDAY AND SUNDAY. THESE ARE HOURS NAT EASTERN TOOL IS NOT OPERATING. THIS ALLOWS ADDITIONAL PARKING FOR NE BULK RETAIL USE. EMPLOYEE COUNT IS AS FOLLOWS: EASTERN TOOL HAS 5 TOTAL AND SEARS WILL HAVE 14 EMPLOYEES. TRANSIT IS AVAILABLE AT WEST VALLEY HIGHWAY, METRO ROUTE 150. SEARS WILL ENCOURAGE THEIR EMPLOYEES TO RIDE SHARE AND TAKE TRANSIT AND THEY DO PROVIDE TRANSIT INFORMATION TO CUSTOMERS AND EMPLOYEES. BASED ON NE ABOVE FACTS AND NAT NE BUSIEST HOURS OF OPERATION ARE NOT THE SAME HOURS AS THE ADJACENT TENANT ALLOWING ADDITIONAL PARKING, AND NAT THERE IS TRANSIT IN NE VICINITY AND SEARS DOES PROVIDE TRANSIT INFORMATION TO TRIER EMPLOYEES AND NAT THERE IS NO RESIDENTIAL WITHIN 300' OF NE SITE, NE REQUEST FOR ADMINISTRATIVE VARIANCE SHOULD 8E GRANTED. TAX ID NUMBER: 1 LEGAL DESCRIPTION SOUNCENTER SOUTH INDUSTRIAL PARK LOTS 19 AND 20 AMEND TUKWILA SHORT PLAT NO MF 18 -19 -SS RECORDING NO 1801210198 SD PLAT DAF- BEG SW COR LOT 16 PLAT OF SOUTHCENTER SOUOTH INDUSTRIAL PARK THEN N 18 -36 -10 W 360 FT, N N I1 -23 -50 E 59825 FT, N ALG CURVE TO RGT RAD 110 FT ARC DIST 112.19 FT TI-IRU C/A 90- 00 -00, N S 18-36-10 E 480 FT, TH ALG CURVE TO RCxT RAD 110 FT ARC DIST 112.19 FT THRU C/A 90- 00 -00, N S 11 -23 -50 W 648.25 FT, N ALG CURVE TO LFT RAD 50 FT ARC DIST 18.54 FT THRU C/A 90 -00 -00 N N 18 -36 -10 W T FOB. OWNERSHIP C/O CBRE 12120 GATEWAY DR SUITE 200 TUKWILA, WA 98168 ATTN: MR GREG COLEMAN 206-431-8336 SEPARATE PERMITS: TENANT IMPROVEMENT PERMIT -SEARS WIN TRAFFIC CONCURRENCY ELECTRICAL HVAC PLUMBING SPRINKLER RPPA FOR DOMESTIC WATER DOUBLE DETECTOR CHECK ON SPRINKLER ADA COMP. I ANCE I. PER WASH. STATE AMENDMENTS, 1001.1, A MINIMUM OF ONE ACCESSIBLE MEANS OF EGRESS IS REQUIRED WIN EXCEPTION1, "ACCESSIBLE MEANS OF EGRESS ARE NOT REQUIRED IN ALTERATIONS TO EXISTING BUILDINGS ". PROVIDED IS ONE ACCESSIBLE MEANS OF EGRESS PER SPACE. 2. PER 1104,4, AN ACCESSIBLE ROUTE IS NOT REQUIRED TO STORIES OR MEZZANINES WIN AN AGGREGATE AREA OF NOT MORE NAT 3,000 SF, THEREFORE NE MIDDLE SECOND FLOOR DOES NOT NEED TO COMPLY WIN ACCESSIBILITY. P.L. 460' VACATED RAIL EASEMENT BETWEEN BUILDINGS 30' REMOVE EX. 1 EXISTING 1 064 SF OF CE t r AirriAtti Ao'r — r NEW BULK RETAIL 14,124 S.F. EX. WAREHOUSE 35.684 SF. i 41111 Al • • • • II • 16' -0" 24' U u U u u u SE • ■ ■•■ ■■■ ■■ ■ ■ •■■ Hoc. VAN E • ■ • OVE GN .• I&WAl • EAD OOR ORS L RE i 0 mown • ■ • ■ • ■ NEW CONCRETE SIDEWALK '4.6i I A MEM 0:' -0 LE 0 L ASPH LT 8 *81- 6 " :68' 9 tyNc- 0 4 *8' :32' NEW PARKING STRIPPING C C C EXTRUDED CONC. CURB SET IN MASTIC ASPHALT PAVING _I I I I II III III III III III III: =1 1 1= =1 11= I 1 =1 I =111= 1= 1= =1 11 =1 11 =1 11= 11 =1 1 =1 I I: III EXTRUDED CONCRETE CURE3 ^J SCALE: 1 -1/2" = 1' -0" SECT WIONNWO 2 2 *8' :I6' 0 ■ ■ 6 1648' -6" : 156' NEW PA ,Vfa- iiffs -A // - STRIPPING PL 410' EX. CURB CUT RESERVE PARKIN STATE DISABLED PARKIN PERMIT REQUIRED METAL SIGN, PAINTED BLUE LETTERING cm WHITE BACKGROUND (SEE WASH. STATE AMENDS. 11012A FOR CHARACTER PROPORTION AND WEIGHT). INTERNATIONAL SYMBOL OF ACCESS SHALL BE WHITE ON BLUE BACKGROUND (II0129 WASH. ST. AMENDS). 60" ABOVE GROUND SURFACE OF PARKING SPACE [VAN ACCESSIBLE -IANDICAP STALL. SIGN PROvIDE "VAN ACCESSIBLE" SIGN MOUNTED BELOW RESERVED PARING: SIGN AT VAN ACCESSIBLE SPACE PER SITE PLAN. NOT TO SCALE ELEVATk OLYVR C AVE\ SITE FL FILE COPY Permit No., «-- C S R°" resew approval Is abject b arras and anions. A)p:; z'al of constfuction documents does not authorize I,.` any added otwtil or ad nance. Receipt or twroved ~ :; . Copy and ., , , : is acknowledged: By City of itllkwRa BUILDING DIVISION EX. TENANT: EASTERN TOOL WAREHOUSE: 14,515 S.F. OFFICE • 2,685 S.F. 1836C AA 6) SEPARATE PERMIT REQUIRED FOR CrilectrIcal umbIng Gas POkill City of Tukwila BUILDING DIVISION l�r 6l, 8' 8' EXISTING PARKING NO CHANGES 13198.5=110.5' 11' 24' -0" 19' -0" EX. CURB CUT E SCJT REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOT:: 7.s' ;lions will require a new plan submittal ny ' " ;'ude additional plan review bee. ^I SCALE: I"=20' PLANNING APPROVED No changes can be made to these plans without approval from the Planning Division of DCD Approved By. -, Date: , to - -LS '1), ✓ti5 REVISION NO.L ►s3 S. 180TH 1 SITE tRo DUWAMISH RIVER MEANDERS EVIEWED FOR E COMPLIANCE PPROVED C :1Documants and Settings\AII Users\Documents \CAD\2002 \0225 RREEF\SOUTHCENTER SOUTH\Sea u}u i JUN 14 2012 PERMIT CUTER JUN 2 6 2012 L, City of Tukwila BUILDING DIVISION MY% VALA 00 c■I N O co V)� ft V) 3 Z O J oo t°a V11.1 ) Cr) 0 CD 0 0 cn U)Q cn � w z II • C:4 o� Q 0 a., P4 ' V:1:1 Z rn cn o R. 4=4 'c7rt) E Rr.4000 a Cf) r--i E-+ T-1 9788 \WITHOUT MIDDLE RAMP \T- 1- T- 3.dwg, T -1, 6/13/2012 2:05:19 PM i 41 • I3 E. KFH E STATE Or WASIIINGTON PROJECT 0225 DRAWN BY DAVE N 1 _ CHECKED BY DAVID 1 0 DESCRIPTION SUBMIT FOR PAWING DEVIATION FERMIT SUBMIT FOR FERMI SUBMIT TO SEARS, MIDDLE STAIRS REV TO CITY NO MIDDLE RAMP N N N 1 'a® 00 c■I N O co V)� ft V) 3 Z O J oo t°a V11.1 ) Cr) 0 CD 0 0 cn U)Q cn � w z II • C:4 o� Q 0 a., P4 ' V:1:1 Z rn cn o R. 4=4 'c7rt) E Rr.4000 a Cf) r--i E-+ T-1 9788 \WITHOUT MIDDLE RAMP \T- 1- T- 3.dwg, T -1, 6/13/2012 2:05:19 PM QD NOTES: I. CAP ALL UN USED PLUMBING 2. REMOVE ALL ELECTTRICAL IN DEMO AREA, PUT IN J -BOX AT CEILING AND LABEL AS TO CIRCUIT AND PANEL. 3. REMOVE ALL EXISTING FINISHES IN DEMO AREA, REMOVE ADHESIVE, ETC 4. SALAVAGE DOORS AND JAMBS AND LOCATE PER OWNER 5. REMOVE ALL EXISTING CABLE AND TELEPHONE THROUGHOUT SPACE. ADA ESTOOM5 rn M VERTICAL GRA BAR P.LAM WAINSCOT 6" SHEET VINYL COVE BA N CT E S : (MAKE ALL RESTROOMS COMPLY PER DRAWINGS HERE) 1. ALL TOILET ACCESSORIES TO BE PLACED +40" AFF TO OPERATING PORTION OF ACCESSORY 2. INSULATE NE HOT, COLD AND WASTE ON SINKS 3. SET TOILET SUCH THAT NE HANDLE IS TO THE OPEN SIDE OF COMPARTMENT 4. GRAB BARS ARE 1 1/2" DIAM STAINLESS STEEL, KNURLED AS REQUIRED TO MEET CODE, SET 1 1/2"' OFF THE WALL/PARTITION 5. ANY DAMAGE TO WALL TO BE REPLACED IN KIND TO MATCH. ESTOOM ELEVATIONS SCALE: 1/4" = 1' -0" TOILET PAPER LOCATION TYP N.C. TOILET PAINTED WALL BEYOND 6" COVED SHEET VINYL BASE PLASTIC LAM. WAINSCOT z u7 M TYP N.C. SINK REMOVE FLOORING ACOUSTIC X15TING OFFICE WALLS, BASE, AND SUSPENDED CEILING AND LIGHTS CHANGE DOOR 5 SEE NEW PLAN REMOVE EX. WALL FOR NEW DOOR FOR ADA ACCESS LOWE REPL BAR EX. URINAL CE EX. GRAB REMOVE EX. OVERHEAD EX. ELECT OMNI Ai A AA A 1 J EX. CB REMOVE EXISTING STAIRS AND HANDRAILS. REMOVE EX. ASPHALT FOR NEW WALK AND NEW RAMP SEE T -1 FOR NEW PARKING LOT STRIPPING OVERALL FLOOR PLAN EMO SCALE: 1 /16" = I'-0" cp 36' -0" REMOVE EX. STAIRS AND LANDINGS REMOVE EXISTING CURB, ROCKS AND LANDSCAPING REMOVE EXISTING PAVING FOR NEW SIDEWALK BLACK OUT EXSITING PARKING EX. OFFICE EX. OFFICE EX. OPEN OFFICE EX. OFFICE 1 EX. STAIR REVISION N0,1 bl) 153 PROVIDE NEW FINISHES UPSTAIRS INCLUDING, PAINT, CARPET, BASE, AND REPAIR CEILING GRID AS NECSESSARY AND CEILING TILES. EX. STAIR, ADD HANDRAIL C: \Documents EX. SECOND FLOOR 1,192 SF (1/100212 OCCUPANTS) TWO EXITS EXIST. EXISTING DOORS DO HAVE LEVER HANDLES. SECOND FLOOR DOES NOT NEED TO BE ACCESSIBLE, UNDER 3,000 SF. SECOND FLOOR FLAN REVIEWED FOR CODE COMPLIANCE APPROVED !JUN 2 6 2012 City of Tukwila BUILDING DIVISION CITY • J ' LA JUN 14 2012 PERMIT CENTER 2. 11 -21 -11 I I ANTI D E. KEHLE I 1/4" MIRROR PAINTED GYP BD. 24" ! l I_ SUBMIT FOR PARKING DEVIATION PERMIT �.ii I S&EMIT TO SEARS. MIDDLE STAIRS ( � w Q ADA ESTOOM5 rn M VERTICAL GRA BAR P.LAM WAINSCOT 6" SHEET VINYL COVE BA N CT E S : (MAKE ALL RESTROOMS COMPLY PER DRAWINGS HERE) 1. ALL TOILET ACCESSORIES TO BE PLACED +40" AFF TO OPERATING PORTION OF ACCESSORY 2. INSULATE NE HOT, COLD AND WASTE ON SINKS 3. SET TOILET SUCH THAT NE HANDLE IS TO THE OPEN SIDE OF COMPARTMENT 4. GRAB BARS ARE 1 1/2" DIAM STAINLESS STEEL, KNURLED AS REQUIRED TO MEET CODE, SET 1 1/2"' OFF THE WALL/PARTITION 5. ANY DAMAGE TO WALL TO BE REPLACED IN KIND TO MATCH. ESTOOM ELEVATIONS SCALE: 1/4" = 1' -0" TOILET PAPER LOCATION TYP N.C. TOILET PAINTED WALL BEYOND 6" COVED SHEET VINYL BASE PLASTIC LAM. WAINSCOT z u7 M TYP N.C. SINK REMOVE FLOORING ACOUSTIC X15TING OFFICE WALLS, BASE, AND SUSPENDED CEILING AND LIGHTS CHANGE DOOR 5 SEE NEW PLAN REMOVE EX. WALL FOR NEW DOOR FOR ADA ACCESS LOWE REPL BAR EX. URINAL CE EX. GRAB REMOVE EX. OVERHEAD EX. ELECT OMNI Ai A AA A 1 J EX. CB REMOVE EXISTING STAIRS AND HANDRAILS. REMOVE EX. ASPHALT FOR NEW WALK AND NEW RAMP SEE T -1 FOR NEW PARKING LOT STRIPPING OVERALL FLOOR PLAN EMO SCALE: 1 /16" = I'-0" cp 36' -0" REMOVE EX. STAIRS AND LANDINGS REMOVE EXISTING CURB, ROCKS AND LANDSCAPING REMOVE EXISTING PAVING FOR NEW SIDEWALK BLACK OUT EXSITING PARKING EX. OFFICE EX. OFFICE EX. OPEN OFFICE EX. OFFICE 1 EX. STAIR REVISION N0,1 bl) 153 PROVIDE NEW FINISHES UPSTAIRS INCLUDING, PAINT, CARPET, BASE, AND REPAIR CEILING GRID AS NECSESSARY AND CEILING TILES. EX. STAIR, ADD HANDRAIL C: \Documents EX. SECOND FLOOR 1,192 SF (1/100212 OCCUPANTS) TWO EXITS EXIST. EXISTING DOORS DO HAVE LEVER HANDLES. SECOND FLOOR DOES NOT NEED TO BE ACCESSIBLE, UNDER 3,000 SF. SECOND FLOOR FLAN REVIEWED FOR CODE COMPLIANCE APPROVED !JUN 2 6 2012 City of Tukwila BUILDING DIVISION CITY • J ' LA JUN 14 2012 PERMIT CENTER LTA igia U pia • 0 w� z� � . 'ELT1 C/) (.)4 A U H 1� W z cw$*) 41 00 0 rn T-1U)H cr) cn z II T —2 SettlngsWla�rA c1u tsCmm0 0" 210225 RREEF\SOUTHCENTER SOUTH •Sears 9788\WITHOUT MIDDLE RAMP \T- 1- T- 3.dwg, T -2, 6113/2012 :05:32 PM 11 -21 -11 I I ANTI D E. KEHLE I z 0 1= a 5: 8 0 I_ SUBMIT FOR PARKING DEVIATION PERMIT SUBMIT FOR PERMIT I S&EMIT TO SEARS. MIDDLE STAIRS Q N � (1 CI LTA igia U pia • 0 w� z� � . 'ELT1 C/) (.)4 A U H 1� W z cw$*) 41 00 0 rn T-1U)H cr) cn z II T —2 SettlngsWla�rA c1u tsCmm0 0" 210225 RREEF\SOUTHCENTER SOUTH •Sears 9788\WITHOUT MIDDLE RAMP \T- 1- T- 3.dwg, T -2, 6113/2012 :05:32 PM REVERSE EX. DOOR 30 "X48" PARALLEL APPROACH TO 36" HIGH COUNTER ADD THREE WAY LIGHT SWITCH& REVERSE EX. DOOR 35' -6" EX. OFFICE EX. OPEN OFFICE 0 ADD VERTICAL GRAB BAR ADD NEW HORIZ. GRAB BAR AND VERTICAL BAR LOWER URINAL SO LIP IS AT 11" AFF. REMOVE P.LAM WAINSCOT AND REPLACE TO ATCH EX. ❑ /REVERSE EX. DOOR NEW ADA RAMP SEE T -4 ADD NEW HANDRAIL TO MATCH EX. NEW SIDEWALK SEE T- NEW PARKING SEE T -1 NEW H.0 SIGNS SEE T -1 BLOW UP MIDDLE OFFICE FLOOR PLAN NEW INSTALL NEW GRAB BARS INCLUDING VERTICAL BAR 1' -1" REPLACE LONG HORIZONTAL GRAB BAR TO BE 54" FROM BACK WALL. 11 TYP. 5' TURNING RADIUS 51WX56" DEEP CLEARANCE 30 "WX48 "D CLEAR ACCESS FOR SINK EX. WAREHOUSE (SEE SEARS TI) 2,000 AT 1 PER 500 : 4 OCC. ONE EXIT TWO EXITS ARE PROVIDED a • a EX. DEMISING WALL GYP SD ON THIS SIDE, i-- EX. DEMISING WALL PLYWOOD ON THIS 4" GYP SIDE, PATCH AND REPAIR PATCH AND REPAIR (ALTERNATE BD OVERLAY READY FOR PAINT) a EX. WAREHOUSE AND OFFICE CHANGE USE TO SULK RETAIL (SEE SEARS TI) 14,800 AT I PER 30 = 494 OCC. TWO EXITS /— EX. RR ADD N.G. GRAB BARS AND PAPER TOWEL DISPENSER (MAX. 40" TO OPERABLE PART) X. RR EX. H.G. GRAB BARS ADD VERTICAL BAR, LOWER PAPER TOWEL DISPENSER (MAX. 40" TO OPERABLE PART) a • • • O a a NEW DOOR OR OPENING FOR ADA ACCESS TO OFFICES • PROVIDE SIGNAGE ON BOTH SIDES OF THESE DOORS "DOOR IS BLOCKED" a EX. WAREHOUSE AND REPAIR 32,345 SF * 1 PER 500 =65 OCC. TWO EXITS 30 "X48" HC PARALLEL SPACE CENTER ON SINK -- • a • Vri Eli • • a • • IEXI • EX. DEMISING WALL PLYWOOD ON THIS SIDE, PATCH AND REPAIR EX. TWO STORY OFFICE (2,256 SF FIRST FLOOR, 1,192 SF SECOND) NO MAJOR CHANGES NO CHANGES TO ENVELOPE NO CHANGES TO LIGHTING a • • • a a • a a • c) I EX. GA NEW CONCRETE SIDEWALK EX. CB HC 54-1/ SEE T -I FOR DIMENSIONS OF PARKING AND H.C. STALLS I SEE T -1 FOR DIMENSIONS OF PARKING OVERALL FLOOR PLAN NEW SCALE: I/16" = 1' •0" NOTES: DOOR SC-1PULE : (VERIFY THAT ALL FIRST FLOOR DOORS HAVE LEVER HANDLES) El EXISTING 3'X1' STOREFRONT DOOR WIN SAFETY GLAZING, CLOSER, LOCKSET, WEATHERSTRIP, SIGN" THIS DOOR TO REMAAN UNLOCKED DURING BUSINESS HOURS" E2,E3 EX. 3'X1' SC WOOD DOOR, PRIVACY LOCK (LEVER). E4 -E10 EX. 9'X9' OVERHEAD DOOR ADD SIGN ON OUTSIDE, "DOOR IS BLOCKED" Ell-E12 EX. 9'X9' OVERHEAD DOOR E13,E25 EX. 3'X1' H. METAL DOOR WITH METAL JAMS, LOCKSET (INSIDE KNOB TURNS FREE TO EXIT), THRESHOLD, WEATHERSTRIP E14 SAME AS E -1 E15-E22 EX. 9'X9' OVERHEAD DOORS E23 REMOVE EXISTING OVERHEAD DOOR AND INFILL WITH DEMISING WALL TO MATCH EXISTING. E24 EXISTING 3'X I' H. MTL DOOR AND FRAME, WITH PANIC EXIT BAR E30,3336 EXISTING SC WOOD POOR AND WOOD JAMBS TO SE REVERSED, LOCKSET WITH EX. LEVER HANDLES, WEATHERSTRIP E31,E32 EXSTING 31X1' SC WOOD DOOR AND WOOD JAMBS, LATCH SET LEVER HANDLE E34,E35 EXISTING 3'X1' SC WOOD DOOR AND WOOD JAMB, PRIVACY LOCK, LEVER HANDLE BLOW UP EXtSTIN ESTROOMS SCALE: 1 /8" = 1' -0" STALLS 1. REPAIR POCK LEVELERS AND BUMPERS AS NEEDED AND REPAIR OR REPLACE ONE OVERHEAD DOOR THAT IS NOT FUNCTIONING. 2. REPAIR CRACKED GLASS IN THE WINDOWS 3. TURN OVER ALL EXSITING OVERHEAD DOORS AND THE 4 DOCK LEVELORS, DOCK SHELTERS, BUMPERS, AND DOCK EQUIPMENT IN GOOD WORKING ORDER 4. REPAIR AND PATCH AND PAINT EXISTING WALLS AND COLUMNS IN NEW SALES AREA AND REPTANT OFFICES ETC THAT AREA BEING REUSED (both Floors). 5. REPLACE EXISTING CEILING TILES AND GRID AS NECESSARY IN EXISTING OFFICE AREAS (50TH FLOORS), GIRD, VENTS, AND DIFFUSER SHALL BE CLEANED. 6. PROVIDE CONSISTENT LIGHT PATTERN IN OFFICE AREAS. 1. REPAIR AND OR RPLACE ALL DAMAGED DOORS AND REPIAR THE DOOR HARDWARE AND TRIM OF ANY EXISTING DOOR THAT REMAIN. 8. UPDATE EXISWTING RESTROOMS TO ADA REQUIREMENTS. ADD VERTICAL GRAS BARS AND INSURE THAT ALL ACCESSORIES ARE AT +40" ABOVE FINISHED FLOOR TO OPERABLE PORTIONG. 9. PAINT EXISTING RESTROOMS, AND CLEAN EXISTING PARTIIONS. 10. PROVIDE AND INSTALL NEW TIOLET ACCESSORIES TO INCLUDE TILT - MIRROR, TILET PAPER DISPENSER, PAPER TOWEL DISPENSER, SOAD DISPENSER AND SEAT PROTECOTRS. REVISION N0:1 REVIEWED FOR ODE COMPLIANCE APPROVED 'JUN 2 6 2012 City of Tukwila BUII Down niviS1oN 1 1/4" DIA. PIPE RAIL +34" ABOVE FLOOR AND LANDING, CONT. BLOCKING, PAINT CONT. BLOCKING 5/8" GYP. BD. WOOD STUD WALL PER PLAN. CITY K LA JUN 1 42012 HANDRAIL * UJALL TO EXI5TING STAIRPERMfTCENTER SCALE: I -1/2" • I' -0' SECTION N. 0) 0) CD Cr) re) 0000 r7 co dam- N (0 c0 0 ON 0 t 0 <4 II V) ri)4U) W 0 p w cn ;-4 • w40 WC:4 C1 0 W 4c1' 1-8, F.4 <4s rn 01-Et: � • a � W o0 RP-1 U1 r--1 T -3 C: \Documents and Set6ngs\AII Users\Dacuments \CAD■2002 \0225 RREEF \SOUTHCENTER SOUTH\Sears 9788 \WITHOUT MIDDLE RAMP\T- 1- T- 3.dwg, T-3, 6/13/2012 2:04:40 PM � a DATE 1 11 -21 -i1 1 • DESCRIPTION SUBMIT FOR PARKMG DEVIATION PERMIT I E te i SUBMIT TO SEARS, MIDDLE STAIRS IREV TO CITY NO MIDDLE RAMP w isi j ._ C N C N N. 0) 0) CD Cr) re) 0000 r7 co dam- N (0 c0 0 ON 0 t 0 <4 II V) ri)4U) W 0 p w cn ;-4 • w40 WC:4 C1 0 W 4c1' 1-8, F.4 <4s rn 01-Et: � • a � W o0 RP-1 U1 r--1 T -3 C: \Documents and Set6ngs\AII Users\Dacuments \CAD■2002 \0225 RREEF \SOUTHCENTER SOUTH\Sears 9788 \WITHOUT MIDDLE RAMP\T- 1- T- 3.dwg, T-3, 6/13/2012 2:04:40 PM 42" GUARD SIDE WIN H •.j ORAL EACH SIDE CONCRETE ' TAIRS OVER FILL EXISTING STOREFRONT DOOR AND WINDOWS EXISTING OVERHEAD DOORS WITH SIGN "DOOR BLOCKED" 42" HIGH GUARD RAIL BEYOND N EL +43" HANDRAIL AT - -- __________ ______ +34" BEHIND -'__ -WALL 0 PAINTED PIPE HANDRAIL +34" ABV6�E MVP EL +20" r7 RAMP SLAB WIN LIGHT BROOM FINISH SIDEWALK IN FRONT RAMP CROSS - SECTION: LENT-4 NORT+4 END SCALE: 1 /4" = 1' -0" POURED IN PLACE CONCRETE WALLS TO 42" ABOVE LANDING AND NOSING, PAINT BOTH SIDES OF WALL 1 1/2" PAINTED PIPE HANDRAIL +34" ABOVE NOSING TYP. POURED IN PLACE CONCRETE STA -S WIN ACCENT NOSING HATCHED PATTERN, OVER COMPACTED r ' (� EXISTING BUILDING WALL WI7H STOREFRONT WINDOWS J 4 CONCRETE BROOM FINISHED SIDEWAL WARP UP ASPHALT TO .T©11"= 5' SIDEWALK SEAL EDGE STAIR CROSS-SECTION COMPACTE FILL SCALE: 1 /4" = 1' -0" WARP UP ASPHALT TO SIDEWALK NEW 4" CONCRETE SIDEWALK WITH LIGHT BROOM INI5H 1 I/2 "PIPE HANDRAIL EACH SIDE TYP. AT +34" ABOVE RAMP 0 N EXISTING GRADE • EXISTINa FLOOR SLAB EXISTING BUILDING WALL LliWITH OVERHEAD DOOR SIGN "DOOR IS BLOCKED" 42" HIGH CONCRETE GUARD RAIL BEYOND ,-- EXISTING FLOOR SLAB FILL R4MF CROSS-SECTION SCALE: 1 /4" = 1' -0" BAGKFILL VOID WITH PEA GRAVEL TO FINISHED FLOOR POURED IN PLACE CONCRETE WALLS AND RAMP SLAB. RAMP SLAB TO HAVE LIGHT BROOM FINISH EXISTING BUILDING FOOTINGS EXTEND CURBING EL+43" O FILL VOID WITH RIVER ROCK OR PEA GRAVEL } RAMP 1/12=23' 4' -O" HANDRAILS EACH 51 HANDRAILS EACH SIDE EL+01" EL+00" 5' -0" ��— HANDRAILS EACH SID RAMP 1/12 =19' EL +01" EL +20" NEW 5' SIDEWALK WITH 1/4" SLOPE AWAY. 6 - 5" pRAMP NEW NOR71-1 END SCALE: I /4" = I' -fD° WARP UP ASPHALT AS REQUIRED AND SEAL EDGE NOTE THAT ALL HANDRAILS TO RETURN TO WALL CV r cd EL+O EXISTING LANDSCAPE AND RIVER ROCK i EL +43" r HANDRAILS EACH SIDE 5' -4" EL+00" NEW 5' SIDEWALK WITH EL+01" 1/4" SLOPE AWAY. EL+01" EL 400" L EXTEND CURBING NEW MIDDLE ST4IR SCALE: 1 /4" = 1' -0" WARP UP ASPHALT AS REQUIRED AND SEAL EDGE PROVIDE DRAINAGE WEEP HOLES AT LANDING CORNERS, MINIMUM. ALL CONCRETE WORK TO BE ARCHITECTURAL FINISH ALL RAMP AND FLAT WORK TO HAVE LIGHT BROOM FINISH REVISION N0:1 PIS3 REVIEWED FOR CODE COMPLIANCE APPROVED 'JUN 2 6 2012 City of Tukwila BUILDING DIVISION p CITYLA JUN 14 2012 PERMIT CENTER rn� 00 00 I I N t0 c0 00 N N z Ox =Q 0- IL v)0 I- 0 =' Lt < Z mJ Sao (0 Q O) W r- (f) 0 T -4 C:\Documents and Settings\AII Users1Documents\CAD1200210225 RREEF\SOUTHCENTER SOUTH\Sears 9788tWITHOUT MIDDLE RAMP\T- 1- T- 3.dwg, T-4, 6/13/2012 2:05:00 PM 2E24 QISTE D (4, li....1 ?AVID E. EHLE STATE OP WASHINGTON PROJECT 0225 DRAWN BY DAVE F a 0 CHECKED BY DAVID a 0 DESCRIPTION I SUBMIT FOR PARKING DEVIATION PERMIT i SUBMIT TO SEARS, MIDDLE STAIRS REV TO CITY NO MIDDLE RAMP I rill fa CV 4 Q N N i cn rn� 00 00 I I N t0 c0 00 N N z Ox =Q 0- IL v)0 I- 0 =' Lt < Z mJ Sao (0 Q O) W r- (f) 0 T -4 C:\Documents and Settings\AII Users1Documents\CAD1200210225 RREEF\SOUTHCENTER SOUTH\Sears 9788tWITHOUT MIDDLE RAMP\T- 1- T- 3.dwg, T-4, 6/13/2012 2:05:00 PM SITE AND BUILDING: STATISTICS BUILDING CODE: IBC 2009 ZONING: C/L I SITE AREA: 139,000 SF AFPROX. EX. BUILDING AREA: 68,800 V EASTERN TOOL: 11,200 SF. WAREHOUSE: 14,515 5F OFFICE 2,685 SF NEW SEARS : 51,600 SF BULK RETAIL: 14,124 SF OFFICE 1,192 SF WAREHOUSE : 35,684 SF AREA OF TENANT CHANGE OF USE: 14,124 SF CHANGE FROM OFFICE AND WAREHOUSE TO BULK RETAIL TYPE OF CONSTRUCTION: IIIB SPRINKLERED PARKING: EX. SHOWN: 58 STALLS PARKING: NEW STALLS: 9 STALLS PARKING TOTAL : 61 STALLS N.G. STALLS NEW : 4 STALLS PARKIN REQ "D :OFFICE 3,811 5F0 1/300 = 13 CARS WAREHOUSE 50,1990 1/2000 : 25 CARS BULK RETAIL 14,124 SF 0 2.5/1000 = 36.81 CARS TOTAL REQUIRED : = 15 CARS P.L. 460' PLANNING APPROVED No changes can be made to these plans without approve' from the Planning Division of DCD —\ APProved By:, Dane:, �" •'A ",'J E PERMIT FOR: Woriechanicai #iumr teas PO% J Tukwila :31 DIVISION i---- RF,----___________Is -----i i\!0 chr-Inges FA)? t11 e to th<, :onp, of 1,..o Ic .with Iii prior il{ e^ }ilk � t^�pj�ro��t't. !tit t Building Divfs'o UOTT r ,v :, :inns will require a new plan submit *,71 and may include additional plan review fees. VACATED RAIL ASEMENT BETWEEN BUILD! 30' -0" NEW 5' WIDE X 4" THICK CONCRETE WALK FROM BOTTOM OF STAIRS TO EXISTING CURB EDGE, OVER COMPACTED NATIVE MATERIAL SCOPE: TO CHANGE THE USE OF 14,124 SF OF EXISTING OFFICE AND WAREHOUSE TO BULK RETAIL. ALSO, REQUEST AN ADMINISTRATIVE VARIANCE OF 10% OF THE REQUIRED PARKING BY 8 STALLS FROM NE CODE REQUIREMENTS. ADMINISTRATIVE PARKING VARIANCE L11 -055. SEARS HOURS OF OPERATION ARE 10AM -9PM MONDAY THRU SATURDAY AND 11 AM TO 1PM ON SUNDAY. EASTERN TOOL HOURS OF OPERATION ARE lAM TO 5PM MONDAY THRU FRIDAY. PER SEARS, THE BUSIEST RETAIL TIMES ARE 6PM TO 9PM MONDAY THRU FRIDAY AND SATURDAY AND SUNDAY. THESE ARE HOURS NAT EASTERN TOOL. IS NOT OPERATING. THIS ALLOWS ADDITIONAL PARKING FOR NE BULK RETAIL USE. EMPLOYEE COUNT IS AS FOLLOWS: EASTERN TOOL HAS 5 TOTAL AND SEARS WILL HAVE 14 EMPLOYEES. TRANSIT IS AVAILABLE AT WEST VALLEY HIGHWAY, METRO ROUTE 150. SEARS WILL ENCOURAGE THEIR EMPLOYEES TO RIDE 51-TARE AND TAKE TRANSIT AND THEY DO PROVIDE TRANSIT INFORMATION TO CUSTOMERS AND EMPLOYEES. BASED ON NE ABOVE FACTS AND NAT NE BUSIEST HOURS OF OPERATION ARE NOT NE SAME HOURS AS THE ADJACENT TENANT ALLOWING ADDITIONAL PARKING, AND NAT THERE IS TRANSIT IN NE VICINITY AND SEARS DOES PROVIDE TRANSIT INFORMATION TO TRIER EMPLOYEES AND NAT THERE IS NO RESIDENTIAL WITHIN 300' OF NE SITE, NE REQUEST FOR ADMINISTRATIVE VARIANCE SHOULD BE GRANTED. TAX ID NUMBER: 18859(D- (DI55 -m6 L4L DESCRIPTION SOUTHCENTER SOUTH INDUSTRIAL PARK LOTS 19 AND 20 AMEND TUKWILA SHORT PLAT NO MF 18 -19 -SS RECORDING NO 1801210198 SD PLAT OAF- BEG SW COR LOT 16 PLAT OF SOUTHCENTER SOUOTH INDUSTRIAL PARK THEN N 18 -36 -10 W 360 FT, N N 11 -23 -50 E 59825 FT, N ALG CURVE TO RCPT RAD 110 FT ARC D IST 112.19 FT THRU C/A W-00-00, N S 18 -36 -10 E 480 FT, N ALG CURVE TO RCsT RAD 110 FT ARC DIST 112.19 FT THRU C/A 90- 00 -00, N $ I1 -23 -50 W 648.25 FT, N ALG CURVE TO LFT RAD 50 FT ARC DIST 18.54 FT THRU C/A 90 -00 -00 N N 18 -36 -10 W T FOB. OWNERSHIP 0/0 CBRE 12120 GATEWAY DR SUITE 200 TUKWWILA, WA 98168 ATTN: MR GREG COLEMAN 206..431 -8336 5EPARATg PERMITS: TENANT IMPROVEMENT PERMIT -SEARS WITH TRAFFIC CONCURRENCY ELECTRICAL HVAC PLUMBING SPRINKLER RPPA FOR DOMESTIC WATER DOUBLE DETECTOR CHECK ON SPRINKLER ADA COMPLIANCE I. PER WASH. STATE AMENDMENTS, 1001.1, A MINIMUM OF ONE ACCESSIBLE MEANS OF EGRESS IS REQUIRED WIN EXCEPTIONI, "ACCESSIBLE MEANS OF EGRESS ARE NOT REQUIRED IN ALTERATIONS TO EXISTING BUILDINGS ". PROVIDED IS ONE ACCESSIBLE MEANS OF EGRESS PER SPACE 30' -0" 30' 68 cci EX. TENANT: EASTERN TOOL WAREHOUSE: 14,515 SF. OFFICE : 2,685 S.F. REMOVE E EXISTING ThII. I -1 1 =I 11 =I 11=1 I 2. PER 1104.4, AN ACCESSIBLE ROUTE IS NOT REQUIRED TO STORIES =III — I I OR MEZZANINES WITH AN AGGREGATE AREA OF NOT MORE THAT I 1- -III —I 3,000 SF, THEREFORE THE MIDDLE SECOND FLOOR DOES NOT NEED TO COMPLY WITH ACCESSIBILITY. N N u NEW PARKING STRIPPING U U 408' : 32' C G t 208' =16' P.L. 410' EXTRUDED CONC. CURB SET IN MASTIC ASPHALT PAVING _r- 11-111-1 1 =III-111 -1 I I-11 I--1 I I. 1 =1 I I =1 I= =1 I I =1 I I —III: EXTRUDED CONCRETE CURB SCALES 1 -1/2" a 114" SECT EX. CURB CUT RESERVEI PARKINS STATE DISABLED PAWS PEWIT REQUIRED VAN ACCESSIBLE 1 I METAL SIGN, PAINTED BLUE LETTERING ON WHITE CKGR i. ND (SEE WASH. STATE AMENDS. 11012.4 FOR CHARACTER PROPORTION AND HEIGHT). INTERNATIONAL SYMBOL OF ACCESS SHALL BE WHITE ON BLUE BACKGROUND (110129 WASH. ST. AMENDS). 60H A80VE GROUND SURFACE OF PARKING SPACE WAT TO eCND ICAP STALL OICCN NOALE PROVIDE VAN ACCESSIBLE" SIGN MOUNTED BELOW RESERVED PARKING SIGN AT VAN ACCESSIBLE SPACE PER SITE PLAN. ELEVATIt OLYMPIC AV_ EX. CURB CUT soT SITE PLAN ME COPY SCALE: "= 20 Permit No to IZ -1 53 Pi .. r" `.►t eW approval is subject to errors and omissfOns. of construction documents does not ��auhc authorize 1'rt . wr,. AL C)flt o any a. i,• ed code or ordinance. 6 fece:pt proved Fleid 4y acknowledged: By Date: Vv fl— 12-- City Of lbkwita BUILDING DIVISION SITE S. 180TH DUWAMISH RIVER MEANDERS REVIEWED FOR CODE COMPLIANCE APPROVED JUN072t12 o BUILDIN Tukwila DIVISION C :\Documents and SettingslAll Users\Documents\CAD\2002 \0225 RREEF\B CITY V 1 lA MAY 0 8`2012 PERMIT CENTER 1?11!.1C THCENTER SOUTH\Sears 9788\T- 1- T- 3.dwg, -1 , 201 4:23 :02 PM 0 F Prq Q w z 1-1 Q 5W 0 W 14 Q U W w� r ‘gc ) .1( 0 O InXwl n � s-1 2524 RE I T R I "IT"CT 0 DAVID E. K LE STATE OF WASHING roN 0225 iY DAVE c4 BY DAVID c 0 2 SUBMIT FOR PERMIT I i I REMOVE E EXISTING ThII. I -1 1 =I 11 =I 11=1 I 2. PER 1104.4, AN ACCESSIBLE ROUTE IS NOT REQUIRED TO STORIES =III — I I OR MEZZANINES WITH AN AGGREGATE AREA OF NOT MORE THAT I 1- -III —I 3,000 SF, THEREFORE THE MIDDLE SECOND FLOOR DOES NOT NEED TO COMPLY WITH ACCESSIBILITY. N N u NEW PARKING STRIPPING U U 408' : 32' C G t 208' =16' P.L. 410' EXTRUDED CONC. CURB SET IN MASTIC ASPHALT PAVING _r- 11-111-1 1 =III-111 -1 I I-11 I--1 I I. 1 =1 I I =1 I= =1 I I =1 I I —III: EXTRUDED CONCRETE CURB SCALES 1 -1/2" a 114" SECT EX. CURB CUT RESERVEI PARKINS STATE DISABLED PAWS PEWIT REQUIRED VAN ACCESSIBLE 1 I METAL SIGN, PAINTED BLUE LETTERING ON WHITE CKGR i. ND (SEE WASH. STATE AMENDS. 11012.4 FOR CHARACTER PROPORTION AND HEIGHT). INTERNATIONAL SYMBOL OF ACCESS SHALL BE WHITE ON BLUE BACKGROUND (110129 WASH. ST. AMENDS). 60H A80VE GROUND SURFACE OF PARKING SPACE WAT TO eCND ICAP STALL OICCN NOALE PROVIDE VAN ACCESSIBLE" SIGN MOUNTED BELOW RESERVED PARKING SIGN AT VAN ACCESSIBLE SPACE PER SITE PLAN. ELEVATIt OLYMPIC AV_ EX. CURB CUT soT SITE PLAN ME COPY SCALE: "= 20 Permit No to IZ -1 53 Pi .. r" `.►t eW approval is subject to errors and omissfOns. of construction documents does not ��auhc authorize 1'rt . wr,. AL C)flt o any a. i,• ed code or ordinance. 6 fece:pt proved Fleid 4y acknowledged: By Date: Vv fl— 12-- City Of lbkwita BUILDING DIVISION SITE S. 180TH DUWAMISH RIVER MEANDERS REVIEWED FOR CODE COMPLIANCE APPROVED JUN072t12 o BUILDIN Tukwila DIVISION C :\Documents and SettingslAll Users\Documents\CAD\2002 \0225 RREEF\B CITY V 1 lA MAY 0 8`2012 PERMIT CENTER 1?11!.1C THCENTER SOUTH\Sears 9788\T- 1- T- 3.dwg, -1 , 201 4:23 :02 PM 0 F Prq Q w z 1-1 Q 5W 0 W 14 Q U W w� r ‘gc ) .1( 0 O InXwl n � s-1 NOTES: 1. CAP ALL UN USED PLUMBING 2. REMOVE ALL ELECTTRICAL N DEMO AREA, PUT IN J -BOX AT CEILING AND LABEL AS TO CIRCUIT AND PANEL. 3. REMOVE ALL EXISTING FINISHES IN DEMO AREA, REMOVE ADHESIVE, ETC 4. SALAVAGE DOORS AND JAMBS AND LOCATE PER OWNER 5. REMOVE ALL EXISTING CABLE AND TELEPHONE THROUGHOUT SPACE. co k34. ADA REF-ROOMS P0 VERTICAL GRA BAR P.LAM WAINSCOT 6" SHEET VINYL COVE BA NOTES: (MAKE ALL RESTROOMS COMPLY PER DRAWINGS HERE) 1. ALL TOILET ACCESSORIES TO BE PLACED +40" AFF TO OPERATING PORTION OF ACCESSORY 2. INSULATE NE 140T, COLD AND WASTE ON SINKS 3. SET TOILET SUCH THAT NE HANDLE IS TO NE OPEN SIDE OF COMPARTMENT 4. GRAB BARS ARE 1 1/2" DIAM STAINLESS STEEL, KNURLED AS REQUIRED TO MEET CODE, SET 1 1/2'" OFF THE WALL/PARTITION 5. ANY DAMAGE TO WALL TO BE REPLACED IN KIND TO MATCH. RES1'ROOM ELEVATIONS SCALE: 1/4" = 1' -0" TOILET PAPER LOCATION TYP N.G. TOILET PAINTED WALL BEYOND PLASTIC LAM. WAINSCOT 6" COVED SHEET VINYL BASE T1'P H.C. SINK REMOVE = XISTING OFFICE WALLS, FLOORING, BASE, AND SUSPENDED ACOUSTIC CEILING AND LIGHTS I L II II II II ♦- ♦ A A - 1 I J EX. CB REMOVE EXISTING STAIRS AND HANDRAILS. REMOVE EX. ASPHALT FOR NEW WALK AND NEW RAMP SEE T -1 FOR NE STRIPPING OVERALL FLOOR PLAN DEMO SCALE: I /16" = 1' -0" 36 -0" REMOVE EX. STAIRS AND LANDINGS REMOVE EXISTING CURB, ROCKS AND LANDSCAPING REMOVE EXISTING PAVING FOR NEW SIDEWALK BLACK OUT EXSITING PARKING EX. OFFICE EX. OFFICE EX. OPEN OFFICE EX. OFFICE EX. STAIR Di).- 1S3 PROVIDE NEW FINISHES UPSTAIRS INCLUDING, PAINT, CARPET, BASE, AND REPAIR CEILING GRID AS NECSESSARY AND CEILING TILES. EX. STAIR, ADD HANDRAIL REVIEWED FOR CODE COMPLIANCE APPROVED JUN o 7 2012 City of Tukwila BUILDING DIVISION EX. SECOND FLOOR 1,192 SF (1/100:12 OCCUPANTS) TWO EXITS EXIST. EXISTING DOORS DO HAVE LEVER HANDLES. SECOND FLOOR DOES NOT NEED TO BE ACCESSIBLE, UNDER 3,000 SF. SECOND FLOOR PLAN CITY V ! LA MAY 0 8:2012 PERMIT CENTER 2524 REGISTERED iTc�T VIDE KEHLE STATE OF WAShi�t0TON 0225 r DAVE N 1/4" MIRROR PAINTED GYP BD. L 24" r7 4 Ed d' 0 0 DESCRIPTION k34. ADA REF-ROOMS P0 VERTICAL GRA BAR P.LAM WAINSCOT 6" SHEET VINYL COVE BA NOTES: (MAKE ALL RESTROOMS COMPLY PER DRAWINGS HERE) 1. ALL TOILET ACCESSORIES TO BE PLACED +40" AFF TO OPERATING PORTION OF ACCESSORY 2. INSULATE NE 140T, COLD AND WASTE ON SINKS 3. SET TOILET SUCH THAT NE HANDLE IS TO NE OPEN SIDE OF COMPARTMENT 4. GRAB BARS ARE 1 1/2" DIAM STAINLESS STEEL, KNURLED AS REQUIRED TO MEET CODE, SET 1 1/2'" OFF THE WALL/PARTITION 5. ANY DAMAGE TO WALL TO BE REPLACED IN KIND TO MATCH. RES1'ROOM ELEVATIONS SCALE: 1/4" = 1' -0" TOILET PAPER LOCATION TYP N.G. TOILET PAINTED WALL BEYOND PLASTIC LAM. WAINSCOT 6" COVED SHEET VINYL BASE T1'P H.C. SINK REMOVE = XISTING OFFICE WALLS, FLOORING, BASE, AND SUSPENDED ACOUSTIC CEILING AND LIGHTS I L II II II II ♦- ♦ A A - 1 I J EX. CB REMOVE EXISTING STAIRS AND HANDRAILS. REMOVE EX. ASPHALT FOR NEW WALK AND NEW RAMP SEE T -1 FOR NE STRIPPING OVERALL FLOOR PLAN DEMO SCALE: I /16" = 1' -0" 36 -0" REMOVE EX. STAIRS AND LANDINGS REMOVE EXISTING CURB, ROCKS AND LANDSCAPING REMOVE EXISTING PAVING FOR NEW SIDEWALK BLACK OUT EXSITING PARKING EX. OFFICE EX. OFFICE EX. OPEN OFFICE EX. OFFICE EX. STAIR Di).- 1S3 PROVIDE NEW FINISHES UPSTAIRS INCLUDING, PAINT, CARPET, BASE, AND REPAIR CEILING GRID AS NECSESSARY AND CEILING TILES. EX. STAIR, ADD HANDRAIL REVIEWED FOR CODE COMPLIANCE APPROVED JUN o 7 2012 City of Tukwila BUILDING DIVISION EX. SECOND FLOOR 1,192 SF (1/100:12 OCCUPANTS) TWO EXITS EXIST. EXISTING DOORS DO HAVE LEVER HANDLES. SECOND FLOOR DOES NOT NEED TO BE ACCESSIBLE, UNDER 3,000 SF. SECOND FLOOR PLAN CITY V ! LA MAY 0 8:2012 PERMIT CENTER 2524 REGISTERED iTc�T VIDE KEHLE STATE OF WAShi�t0TON 0225 r DAVE N BY DAVID 4 Q 0 0 DESCRIPTION SUBMIT FOR PARKING DEVIATION PERMIT i`s 00 CNIu Ct Q Z OW CO J W i" CO (0 Q O X O Li r- (/) 0 F GQ r:4 c:50 U) Q ci)� cr. a O E-+ E--+ w 0 4“4 as -P1-1 Ei4 VII 1-4 F.4 fzzl O'er' r:9 W co 0 0.. U) T -2 ' 0 Cents and Set_ l ngs\AI" I Users\ Documents \CAD\2002 \0225 RREEF\SOUTHCENTER SOUTH1Sears 87881T- 1- T- 3.dwg,1 -2, 517/2012 4:18:53 PM REVERSE EX. DOOR 30 "X48" PARALLEL 4PPROACH TO 36" HIGH COUNTER ADD THREE WAY LIGHT SWI TCHS REVERSE EX. DOOR EX. LUNCH 35' -6" EX. OFFICE EX. OPEN OFFICE ADD VERTICAL GRAB BAR ADD NEW HORIZ. GRAB BAR AND VERTICAL BAR LOWER URINAL SO LIP IS AT 11" AFF. REMOVE P.LAM WAINSCOT AND REPLACE TO ATCH EX. REVERSE EX. POOR ADD NEW HANDRAIL TO MATCH EX. NEW ADA RAMP SEE T -4 NEW SIDEWALK SEE T- NEW PARKING SEE T -1 NEW H.0 SIGNS SEE T -i BLOW UP MIDDLE OFFICE FLOOR PLAN NEW INSTALL NEW GRAB BARS INCLUDING VERTICAL BAR •1 ' - '1 II REPLACE LONG HORIZONTAL GRAB BAR TO BE 54" FROM BACK WALL. 'I Li) TYP. 5' TURNING RADIUS 5111X56" DEEP CLEARANCE 3�"WX48° CLEAR ACCESS FOR SINK IMMO r' EX. WAREHOUSE (SEE SEARS TI) 2,000 AT 1 PER 500 _ 4 OCC. ONE EXIT TWO EXITS ARE PROVIDED a EX. DEMISING WALL GYP BD ON THIS SIDE, PATCH AND REPAIR (ALTERNATE 4" GYP BD OVERLAY READY FOR PAINT) a EX. WAREHOUSE AND OFFICE CHANGE USE TO BULK RETAIL. (SEE SEARS TI) 14,800 AT 1 PER 30 = 494 OCC. TWO EXITS EX. RR ADD H.G. GRAB BARS AND PAPER TOWEL DISPENSER (MAX. 40" TO OPERABLE PART) X. RR EX. N.C. GRAB BARS ADD VERTICAL BAR, LOWER PAPER TOWEL DISPENSER (MAX. 40" TO OPERABLE PART) a a a a a z--- EX. DEMISING WALL PLYWOOD ON THIS SIDE, PATCH AND REPAIR This tenant space shall not be occupied until a Building Permit for Tenant Improvement (TI) has been completed with final inspections. PROVIDE SIGNAGE ON BOTH SIDES OF THESE DOORS "DOOR IS BLOCKED" a EX. WAREHOUSE AND REPAIR 32,345 SF * 1 PER 500 =65 OCC. TWO EXITS 30 "X48" HG PARALLEL SPACE CENTER ON SINK a a 7-1 ?rVL rLL( ,i% 's s (1,ievyY1J (/` r H �Or t1 4 (,Jar.eL^oNJ-r 0 ��u a a a L_ NEW CONCRETE SIDEWALK EX. CB NC SEE T -1 FQR DIMENSIONS OF PARKING AND H.G. STALLS C HC a a EX. DEMISING WALL PLYWOOD ON THIS SIDE, PATCH AND REPAIR a EX. TWO STORY OFFICE (2,256 SF FIRST FLOOR, 1,192 SF SECOND) NO MAJOR CHANGES NO CHANGES TO ENVELOPE NO CHANGES TO LIGHTING A A SEE T -1 FOR DIMENSIONS OF PARKING AND H.C. STALLS OVERALL FLOOR PLAN NEW NOTES: SCALE; 1 /16" = 1' -0" DOOR SCHEDULE: (VERIFY THAT ALL FIRST FLOOR DOORS NAVE LEVER HANDLES) El EXISTING 350' STOREFRONT DOOR WITH SAFETY GLAZING, CLOSER, LOCKSET, WEATHERSTRIP, SIGN" THIS DOOR TO REMIAN UNLOCKED DURING BUSINESS HOURS" E2,E3 EX. 3'Xl' SC WOOD DOOR, PRIVACY LOCK (LEVER). E4 -E10 EX. 91X9' OVERHEAD DOOR ADD SIGN ON OUTSIDE, "DOOR IS BLOCKED" Ell-E12 EX. 9'X9' OVERHEAD DOOR E13,E25 EX. 3'X1' H. METAL DOOR WITH METAL JAMB, LOCKSET (INSIDE KNOB TURNS F"' E TO EXIT), THRESHOLD, WEATHERSTRIP EI4 SAME AS E -I E15 -E22 EX. 9'X9' OVERHEAD DOORS E23 REMOVE EXISTING OVERHEAD DOOR AND INFILL WITH DEMISING WALL TO MATCH EXISTING. E24 EXISTING 3`Xi' H. MIL POOR AND FRAME, WITH PANIC EXIT BAR E30,33,36 EXISTING SC WOOD DOOR AND WOOD JAMBS TO BE REVERSED, LOCKSET WITH EX. LEVER HANDLES, WEATHERSTRIP E31,E32 EXSTING 3'XT' SC WOOD DOOR AND WOOD JAMBS, LATCH SET LEVER HANDLE E34,E35 EXISTING 3'X1' SC WOOD DOOR AND WOOD JAMB, PRIVACY LOCK, LEVER HANDLE BLOW UF EXISTINCx RESTROOMS 1. REPAIR POCK LEVELERS AND BUMPERS AS NEEDED AND REPAIR OR REPLACE ONE OVERHEAD DOOR THAT IS NOT FUNCTIONING. 2. REPAIR CRACKED GLASS N THE WINDOWS 3. TURN OVER ALL EXSITING OVERHEAD DOORS AND THE 4 DOCK LEVELORS, DOCK SHELTERS, BUMPERS, AND DOCK EQUIPMENT IN GOOD WORKING ORDER 4. DREPAIR AND PATCH AND PAINT EXISTING WALLS AND COLUMNS IN NEW SALES AREA AND REPLANT OFFICES ETC NAT AREA BEING REUSED (loath floors). 5. REPLACE EXISTING CEILING TILES AND GRID AS NECESSARY IN EXISTING OFFICE AREAS (50TH FLOORS), GIRD, VENTS, AND DIFFUSER SHALL BE CLEANED. 6. PROVIDE CONSISTENT LIGHT PATTERN IN OFFICE AREAS. 1. REPAIR AND OR RPLACE ALL DAMAGED DOORS AND REPIAR THE DOOR HARDWARE AND TRIM OF ANY EXISTING DOOR THAT REMAIN. 8. UPDATE EXISWTING RESTROOMS TO ADA REQUIREMENTS. ADD VERTICAL GRAB BARS AND INSURE THAT ALL ACCESSORIES ARE AT #40" ABOVE FINISHED FLOOR TO OPERABLE PORTIONG. 9. PAINT EXISTING RESTROOMS, AND CLEAN EXISTING PARTIIONS. 10. PROVIDE AND INSTALL NEW TIOLET ACCESSORIES TO INCLUDE TILT - MIRROR TILET PAPER DISPENSER, PAPER TOWEL DISPENSER, SOAD DISPENSER AND SEAT PROTECOTRS. a a a a a Q CL REVIEWED FOR CODE COMPLIANCE APPROVED JUN 0'7 2012 City of Tukwila BUILDING DIVISION p1)= 1S3 I 1/4" DIA. PIPE RAIL a 4.34" ABOVE FLOOR AND LANDING, CONT. BLOCKING, PAINT CONT. BLOCKING 5/8" GYP. BD. WOOD STUD WALL PER PLAN. HANDRAIL e WALL TO EXISTING STAIR SCALE: 1 -1/2" • I' -0' CITY OFTUK MLA MAY 0 8 2012 PERMIT CENTER SECTION 0 Q m 3 0 :r 4•101MINIIImmworri, 0°� et CM In In CO a Z a_ N 1.- it V) (0(0 <-- �� 00 Z I— co Z CO I- Q 1 < Q)Ld (1.. 1.I.. tea) ciD 0 z 0 Z Cn PT4 IF7) r:4 pc1 v) W w I_4 0 W FBI Cn A 00.:4 rn t.74 M A� o RI W ao� A.., CI) E--4 T -3 C:\Documents and SettinnsWlI Users \Documents1CAD\2002 \0225 RREEFlSOUTHCENTER S UTH1.Rwant 127RR1T -1_T_q Awn T_2 Crf 90 A.4A.AC nu EXIS AND WINDOWS ING STOREFRONT DOOR j-- EXISTING OVERHEAD DOORS WITH SIGN "DOOR BLOCKED" 42" GUARD II E do 4 SIDE WITH N A P DRAIL EACH SIDE CONCRETE ' TAIRS OVER FILL N EL+43" 42" HIGH GUARD RAIL BEYOND Z;r;;7L- +34' BEHIND ______ PAINTED PAINTED PIPE HANDRAIL +34" A RAM 0 EL +20" RAMP SLAB WIN LIGHT BROOM FINISH SIDEWALK IN FRONT RAMP GROSS- SECTION: LNGT NORTH END SCALE: 1 /4" : 1' -0" MIDDLE RAMP SIMILAR POURED IN PLACE CONCRETE WALLS TO 42" ABOVE LANDING AND NOSING, PAINT BOTH SIDES OF WALL 1 1/2" PAINTED PIPE HANDRAIL +34" ABOVE NOSING TYP. POURED IN PLACE CONCRETE STA -S WIN ACCENT NOSING HATCHED PATTERN, OVER COMPACTED 4" CONCRETE BROOM FINISHED SIDEWAL jiEXISTING BUILDING WALL WITH STOREFRONT WINDOWS WARP UP ASPHALT TO . T© 1 1 "= 5 5" sipewaLK, seas EDGE ST4I CROSS-SECTION SCALE: 1 /4" • I' -0" f-- EXISTING FLOOR SLAB COMPACTED FILL WARP UP ASPHALT TO SIDEWALK NEW 4" CONCRETE SIDEWALK WIN LIGHT BROOM INISH 1 1/2 "PIPE HANDRAIL EACH SIDE TYP. AT +34" ABOVE RAMP 7- EXISTING BUILDING WALL WIN OVERHEAD DOOR SIGN "DOOR IS BLOCKED" EXISTING GRADE RAMP GROSS - SECTION SCALE: 1 /4" : 1' -0" 42" HIGH CONCRETE GUARD AIL BEYOND EXISTING FLOOR SLAB BACKFILL VOID WIN PEA GRAVEL TO FINISHED FLOOR POURED IN PLACE CONCRETE WALLS AND RAMP SLAB. RAMP SLAB TO WAVE LIGHT BROOM FINISH EXISTING BUILDING FOOTINGS • EXTEND CURBING EL +43" D FILL VOID WIN RIVER ROCK OR PEA GRAVEL 1' 0 RAMP 1/12 =23' 4' -0" HANDRAILS EACH SI v* HANDRAILS EACH SIDE • HANDRAILS EACH SIDE EL+01" EL +00" 5' -0" ��--- HANDRAILS EACH SID RAMP 1/12 =19' 0 EL+01" EL +20" 0 N NEW 5' SIDEWALK WIN 1/4" SLOPE AWAY. 6' -5' EL+43" RAMP NEW NORTH END SCALE: 1 /4" : 1' -0" WARP UP ASPHALT AS REQUIRED AND SEAL EDGE NOTE THAT ALL HANDRAILS TO RETURN TO WALL FILL WIN RIVER ROCK OR PEA GRAVEL 5' -4" EL +00" RAMP 1/12=23 HANDRAILS EACH SID i 0 -. --- HANDRAILS EACH SID RAMP 1/12=19' 42-4" FILL WIN RIVER ROCK EL +43" r NEW 5' SIDEWALK WIN EL+01" 1/4" SLOPE AWAY. RAMP NEW MIDDLE SCALE: 1 /4" : 1' -0" EL+01" EL +00" to EXTEND CURBING WARP UP ASPHALT AS REQUIRED AND SEAL EDGE PROVIDE DRAINAGE WEEP HOLES AT LANDING CORNERS, MINIMUM. ALL CONCRETE WORK TO BE ARCHITECTURAL FINISH ALL RAMP AND FLAT WORK TO HAVE LIGHT BROOM FINISH p,)- 1S3 REVIEWED FOR CODE COMPLIANCE APPROVED JUN 07 2012 City of Tukwila BUILDING DIVISION CITY OF TUKIMLA MAY 0 8 2012 PERMIT CENTER 0 a. m 3 0 0 a D N I DESCRIPTION 2 IFOI- 111A4 z I l- it 0 0I < Z m J moo c— 4 �UWIo) 0 z 0 4 C w -4 cn z C") r O o w U) '`4 4E-;44 W �O F.11 A' A 0 Zip Q-'W wcf)ot 2.)4-=4 VillgroDO T -4 C :\Documents and Settings\All UserstDocumentslCAD1200210225 RREEF\SOUTHCENTER SOUTH\Sears 9788\T- 1- T- 3.dwg, ' -4, 5J7 012 4:0 • 0 PM_ I VARIES I I, VARIES I #4 0 16 "o.c. EACH WAY 2 "# WEEP HOLES 0 6'- 0 "o.c. EXISTING PAVING OR GRADE PER SITE PLAN - 0 PER ARCH. _ I I f III I I 2 - #4 CONT. #4 0 16 "o.c. EACH WAY 2 "o WEEP HOLES 0 6'- 0 "o.c. 4 I j ® 24 "o.c. R 4" CONCRETE w - SLAB o- w /6x6 -W 1.4/W 1.4 W.W.F. I lll l�, iltIl 6" 5" 1' -4" My SECTION A--1.0 SCALE: 94 " =1' -0" EXISTING PAVING OR GRADE PER SITE PLAN R to 2 - #4 CONT. IIIIIIITIl11I . j 1 *-6 "� #4 -I ® 24 "o.c. 4" CONCRETE 3 STAIR Er w/6x6-W1.4/W1.4 < W.W.F. 11.71 II II I „ 1' -4" F -1.0 SECTION E -1.Q SCALE: )4 " =1' -0" VARIES I VARIES #4 0 1 6"o.c. EACH WAY 4" CONCRETE SLAB w /6x6 -W1.4 W1.4 W.W.F. (TYP. -1 #4 1.I ® 24 "o.c. I I III- -M-7- 14.747-71 I (- EXISTING PAVING OR GRADE PER SITE PLAN to 2 "4 WEEP HOLES 0 6'- 0 "o.c. 2 - #4 CONT. " 6" 5" 1' -4" M U SECTION B- 1.0 SCALE: Woe 1' -0" EXISTING PAVING OR ce _ • SIDEWALK PER w v SITE PLAN 0- PER ARCH. TYP. P.C. PANEL LEG BEYOND #4 0 16 "o.c. EACH WAY w o. • 1 * -e" #4 '�I f,A 24 "o.c. 2' -0" FIELD VERIFY 4" CONCRETE t0 S wx6- W1.4/W1.4 W.W.F. VARIES j(TYP LA/6B .) 4" CONCRETE SLAB w/6x6- W1.4/W1.4 W.W.F,- -� 6 6x6- W1.4/W1.4 W.W.F, SECTION F -1.Q SCALE: %'4 " =1' -0" G -1.0 OPP. ti R 4 _ UJ i 1l 1 (- EXISTING PAVING OR GRADE PER SITE PLAN S IITT-TarFir o YDP R 0 2 - #4 CONT. 11 1' -4" Gc 2"0 WEEP HOLES 0 6'- O "o.c, as o.Ob II�IIi LII- P.C. PANEL BEYOND (E) BUILDING SLAB #4 0 16 "o.c. EACH WAY GRANULAR BACKFILL PER ARCH, MU I IFul I Lf l- MATCH TOP OF NEW FOOTING w/TOP OF EXISTING FOOTING SECTION C -1.0 SCALE: W-1' -0" EPDXY GROUT #4x1' -6" DOWEL # 16 "o.c. (MATCH NEW WALL HORIZ. REINFORCING) 4" INTO EXISTING WALL PANEL EPDXY GROUT 2 - #4 FOOTING REINFORCING 6" MIN, INTO (E) FOOTING (N) 6" CONCRETE RAMP OR STAIR WALL (E) P.C. PANEL EPDXY GROUT ALL VERT. BARS OVER (E) FOOTING INTO (E) FOOTING 6" MIN. II=111III (E) CONT. FOOTING OR PAD FOOTING (SEE PLAN) SECTIQN G -1.0 SCALE: Wag 1' -0" (E) P.C. PANEL (TYP.) (E) FLOOR SLAB G -1.0 OPP. 1.-6" #4 -1 ® 24 "o.c. 4" CONCRETE w/6 6- W1.4/W1.4 W.W.F. (TYP.) 4 N N- - 111 111 �IIII- EXISTING PAVING OR GRADE PER SITE PLAN 2' -0" FIELD VERIFY 0'er 0 oc o:g) 2 "4 WEEP HOLES C 1-111-1 I I- a1 J o O 0.Ob P.C. (E) PANEL PA GRANULAR BACKFILL PER ARCH. (E) BUILDING SLAB _r,-;1111 EPDXY GROUT #4 VERT. BARS 6" MIN. INTO (E) FIG. (N) 10 "x1' -4" CONT. FTC. (BEYOND) • I lIIiilllI- (E) PAD FTG. (FIELD VERIFY) SECTION D -1.0 SCALE: W4 " =1' -0" INSPECTION FOR VERIFICATION OF DRILLED HOLES AND HOLE PREPARATION FOR EPDXY SHALL BE REQUIRED PRIOR TO INSTALLATION OF EPDXY AND RE -BAR (OR BOLTS IF APPLICABLE). INSPECTION SHALL BE INCLUDED WITH FOUNDATION OR CONCRETE INSPECTION. GENERAL NOTES CODE: INTERNATIONAL BUILDING CODE, 2009 EDITION BUILDING OCCUPANCY CATEGORY Noll LIVE LOADS: ROOF 25 PSF SNOW LOAD WITHOUT DRIFT, IS -1.0 WIND 85 MPH ZONE, EXPOSURE "B ", Iw -1.0 SEISMIC DESIGN INFORMATION: SEISMIC FORCE RESISTING SYSTEM FOR THE EXISTING BUILDING IS A BEARING WALL SYSTEM WITH SPECIAL REINFORCED CONCRETE SHEAR WALLS. R - 5.0 no - 2.00 (ASCE 7 -05, TABLE 12,2 -1) Ss- 138.90% Sos -0.926 Sr =47.50% Snr =0.483 Cs =.185 LE -1.0 SITE SOIL CLASS - D (ASSUMED) SEISMIC DESIGN CATEGORY - D FOUNDATIONS: SOIL BEARING CAPACITY ASSUMED TO BE 1,500 PSF. ALL FOOTINGS SHALL BEAR ON UNDISTURBED EARTH OR SOIL COMPACTED TO 95% MODIFIED PROCTOR PER ASTM D -1557. ALL EXTERIOR FOOTINGS SHALL BE 18 INCHES MINIMUM BELOW LOWEST ADJACENT GRADE. CONCRETE: ALL CONCRETE SHALL BE STONE - AGGREGATE CONCRETE HAVING A UNIT WEIGHT OF APPROXIMATELY 145 POUNDS PER CUBIC FOOT. 28 DAY COMPRESSIVE STRENGTH SHALL BE AS FOLLOWS: fc - 2,000 psi (5Y2 SACKS CEMENT PER CUBIC YARD MINIMUM) FOR ALL CONCRETE WORK (SPECIAL INSPECTIONS NOT REQUIRED) CONCRETE IN ALL EXTERIOR SLABS TO BE MR ENTRAINED 6% PLUS OR MINUS 1 %. CONCRETE SUBMITTALS SHALL CONFORM TO IBC SECTION 1905. MIXING AND PLACING OF ALL CONCRETE SHALL BE IN ACCORDANCE WITH THE IBC AND ACI CODE 318. PROPORTION OF AGGREGATE TO CEMENT SHALL BE AS SUCH TO PRODUCE A DENSE, WORKABLE MIX, WITH A MAXIMUM SLUMP OF 4 INCHES, WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. 3/4" CHAMFER ON ALL EXPOSED CONCRETE EDGES UNLESS INDICATED OTHERWISE ON ARCHITECTURAL DRAWINGS. ANCHORAGE TO CONCRETE: EPDXY FOR FASTENING ANCHOR BOLTS AND REBAR INTO EXISTING CONCRETE TO BE SIMPSON SET -XP EPDXY ADHESIVE AS MANUFACTURED BY SIMPSON STRONG -TIE COMPANY, INC. SPECIAL INSPECTION AND INSTALLATION PER ICC -ES REPORT ESR -2508. EPDXY FOR FASTENING ANCHOR BOLTS AND REBAR INTO EXISTING CONCRETE TO BE HILT( HIT -RE 500 -SD ADHESIVE AS MANUFACTURED BY HILT(, INC. SPECIAL INSPECTION AND INSTALLATION PER ICC -ES REPORT ESR -2322. ANCHORAGE SUBSTITUTIONS MUST BE APROVED BY THE ENGINEER. ANCHORAGE SUBSTITUTION REQUESTS REQUIRE ADDITIONAL ENGINEERING SERVICES. REINFORCING STEEL: ALL REINFORCEMENT SHALL CONFORM TO ASTM A615, ALL REINFORCING SHALL BE GRADE 60 (Fy - 60,000 psi; Fs - 24,000 psi). LAP CONTINUOUS REINFORCING BARS IN CONCRETE AS INDICATED BELOW, 1' -7" MINIMUM UNLESS NOTED OTHERWISE, CORNER BARS (1' -7" BEND) WILL BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. DETAIL STEEL IN ACCORDANCE WITH THE ACI MANUAL OF STANDARD PRACTICE OF DETAILING REINFORCED CONCRETE STRUCTURES. WELDED WIRE FABRIC TO CONFORM TO ASTM A82 AND A185 MINIMUM LAP SPLICE LENGTHS FOR CONCRETE BAR SIZE fc=2000 #4 31" #5 39" #6 47" THE FOLLOWING MINIMUM COVER SHALL BE PROVIDED FOR REINFORCEMENT (UNLESS INDICATED OTHERWISE ON DRAWINGS): A) CONCRETE CAST AGAINST & PERMANENTLY EXPOSED TO EARTH 3" EARTH FACE B) CONCRETE EXPOSED TO EARTH OR WEATHER (CAST IN FORMS) #6 THROUGH #18 BARS 2" #5 BARS &SMALLER 1.1/2" C) CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND S.ABS, WALLS & JOIST - #11 BAR & SMALLER 3/4" BEAMS & COLUMNS 1.1/2" SPECIAL INSPECTIONS: SPECIAL INSPECTIONS NOT REQUIRED. SPECIAL CONDITIONS: THE DRAWINGS INDICATE THE STRUCTURE IN ITS FINAL CONDITION. DURING CONSTRUCTION THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING, BRACING, AND GUYING IN ACCORDANCE WITH SOUND PRACTICE AND ALL NATIONAL, STATE, AND LOCAL CODES. CONTRACTOR TO COORDINATE ALL TRADES AND VERIFY DIMENSIONS IN FIELD. OBTAIN ARCHITECTS APPROVAL PRIOR TO ALL FIELD CHANGES. SEE ARCHITECTURAL DRAWINGS FOR ALL FLOOR AND WALL OPENING DIMENSIONS AND LOCATIONS, FLOOR AND WALL FINISHES, ETC. E -1.0 r i G -1.0 LrD�J D -1.0 c -1.0 INONNO Immelm D -1.0 D -1.0 8 -1.0 8 -1.0 A -1.0 (E) FOOTING (TYP.) B -1.0 1 L E -1.0 A -1.0 F -1.0 1' -4" CONT. FTG. (TYP.) A -1.0 guar- 1' -4" CONT. FTG. (TYP.) 61 . NEW STAIRS RAMP NOTES: FOUNQATION PLAN SCALE: )6 " =1' -0" 1) SEE ARCHITECTURAL DRAWINGS FOR STAIR AND RAMP DIMENSIONS. 2) BOTTOM OF ALL. FOOTINGS SHALL BE 1' -6" MIN. BELOW LOWEST ADJACENT GRADE. 6- NEW STAIRS-Z. NEW RAMP " STAIRS " L- REVIEWED FOR CODE COMPLIANCE APPROVED JUN 0 7 2012 City of Tukwila BUILDING DIVISION SHUTLER CONSULTING - M ENGINEERS Inc. 12509 Bel -Red Road, Suite 100 Bellevue, Washington 98005 (425)450 -4075 FAX: 425)450 -4078 '02012 M right, reserved. No part of this document may be reproduced. In any form or by any means, without permission In writing from Shutter Consulting Engineers, Inc. p14)- 1S3 '� Digitally signed e .° i by Joseph J. .t Shutler Date: 2012.05.07 <.f� '`_.�ea��� 08:30:10 - 07'00' .R�1. N 12- JS 5-7 -1 BY JS V th Q 0 DESCRIPTION SUBMIT FOR PERMIT 1 N 4 0 S -1.0 1 OF 1 CI4SrARIVICA MAY 0 8 2012 PERMIT CENTER