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HomeMy WebLinkAboutPermit D09-117 - SPEC RETAIL - IMPROVEMENTSPEC RETAIL 730 ANDOVER PK E D09 -117 Parcel No.: 2623049095 Address: 730 ANDOVER PK E TUKW Suite No: Tenant: Name: SPEC RETAIL Address: 730 ANDOVER PK E , TUKWILA WA Owner: Name: 790 ANDOVER LLC Address: PO BOX 287 , MEDINA WA 98039 Phone: Contact Person: Name: DAVID KEHLE Address: 1916 BONAIR DR SW , SEATTLE WA 98116 Phone: 206 433 -8997 Contractor: Name: OWNER AFFIDAVIT - JOHN W BREKKE Address: Phone: Contractor License No: doc: IBC -10/06 Citylif Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http://www.ci.tukwila.wa.us DEVELOPMENT PERMIT Permit Number: D09 -117 Issue Date: 07/30/2009 Permit Expires On: 01/26/2010 Value of Construction: $23,500.00 Fees Collected: $863.16 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2006 Type of Construction: Occupancy per IBC: Expiration Date: DESCRIPTION OF WORK: SAW CUT EX- TILT -UP FOR TWO NEW WINDOW OPENINGS, INSULATE THE FRONT AND REAR WALLS AND ADD ROOF INSULATION, INSTALL RESTROOM AND OFFICE. CHANGE OF USE FROM WAREHOUSE TO WAREHOUSE AND BULK RETAIL. * * continued on next page ** D09 -117 Printed: 07 -30 -2009 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Water Meter: Permit Center Authorized Signature: Print Name: doc: 1BC -10/06 City Orukwila � 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 N N N Start Time: Volumes: Cut 0 c.y. Permit Number: D09 -117 Issue Date: 07/30/2009 Permit Expires On: 01/26/2010 Number: 0 Size (Inches): 0 Date: End Time: Fill 0 c.y. 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: I hereby certify that I have read and =• • ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied 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 ance ork. I am authorized to sign and obtain this development permit. Signature: — t Date: 0.7(307 (t)5 ( TO ) ,✓l��l.Gl�tl This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. D09 -117 Printed: 07 -30 -2009 Parcel No.: 2623049095 Address: Suite No: Tenant: 730 ANDOVER PK E TUKW SPEC RETAIL 1: ** *BUILDING DEPARTMENT CONDITIONS * ** • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D09 -117 ISSUED 06/30/2009 07/30/2009 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 5: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 6: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 7: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 8: 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: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: 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. 11: Manufacturers installation instructions shall be available on the job site at the time of inspection. 12: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 13: 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. 14: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila doc: Cond -10/06 D09 -117 Printed: 07 -30 -2009 Permit Center. 15: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 16: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 17: ** *FIRE DEPARTMENT CONDITIONS * ** OD • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206- 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 18: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 19: 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) 20: 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) 21: 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) 22: 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) 23: 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) 24: 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) 25: 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) 26: 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) 27: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 28: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress doc: Cond -10/06 D09 -117 Printed: 07 -30 -2009 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the 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) 29: 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) 30: 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) 31: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot -candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) The path of egress shall require emergency lighting until exit discharge is accomplished. 32: 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) 33: 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) 34: 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) 35: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and /or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 36: 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 #2051. 37: 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 #2051) 38: 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 #2051) (IFC 104.2) 39: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 40: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) doc: Cond -10/06 D09 -117 Printed: 07 -30 -2009 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 -431 -3665 Web site: http : / /www.ci.tukwila.wa.us 41: 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) 42: 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. 43: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 44: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 45: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 46: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 47: Continues Special Inspection is required for expansion anchors in concrete, per structural notes. doc: Cond -10/06 * *continued on next page ** D09 -117 Printed: 07 -30 -2009 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work construction or the performance of w k. Signature: Print Name: doc: Cond -10/06 D09 -117 Date: ordinances governing or local laws regulating Printed: 07 -30 -2009 Tenant Name: Name: David Kehle CITY OF TUKWII Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http: //www. ci. tukwila. wa. us SITE LOCATION Site Address: 730 Andover Park East Spec. Retail Property Owners Name: 790 Andover LLC Mailing Address: P.O. Box 287 CONTACT PERSON — who do we contact when your permit is ready to be issued Mailing Address: 1916 Bonair Drive SW E - Mail Address: dkehle @dkehlearch.com GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: TBD Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: ARCHITECT OF RECORD — All plans must be wet stamped by Architect of Record Company Name: David Kehle, Architect Mailing Address: 1916 Bonair Drive SW Contact Person: Dave Kehle E - Mail Address: dkehle @dkehlearch.com Company Name: CT Engineering Mailing Address: 180 Nickerson Street Suite 302 Contact Person: Richard Hudson E -Mail Address: rhudson @ctengineenng.com H:\Applications\Forms- Applications On 1ine12009 Applications \1-2009 - Permit Application disc Revised: 1 -2009 bh • Building Permit No. Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. (For office use only) _ Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** King Co Assessor's Tax No.: 262304- 9095 -06 Suite Number: New Tenant: Medina City Day Telephone: (206) 433 -8997 Seattle WA 98116 City State Fax Number: (206) 246 -8369 City Day Telephone: Fax Number: Expiration Date: Seattle Seattle vo - 1, 1 Floor: ❑ Yes ❑..No WA State State City State Day Telephone: (206) 433 -8997 Fax Number: (206) 246 -8369 City State Day Telephone: (206) 2854512 Fax Number: (206) 285 -0618 1 98039 Zip Zip Zip WA 98116 Zip ENGINEER OF RECORD — MI plans must be wet stamped by Engineer of Record WA 98109 Zip Page 1 of 6 BUILDING PERMIT INFO TION - 206 -431 -3670 Valuation of Project (contractor's bid price): $ 23,500 Existing Building Valuation: $ 6 Scope of Work (please provide detailed information): Saw cut ex- tilt -up for two new window openings, insulate the front and rear walls and add roof insulation, install restroom and office. Change use from warehouse to warehouse and bulk retail. Will there be new rack storage? ❑ Yes 0.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: 94 Compact: Handicap: 2 Will there be a change in use? Yes "yes", Change 6,250 SF from whse /off to g 0 ❑ No If es ", explain: red U (bulk). FIRE PROTECTION/HAZARDOUS MATERIALS: m Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes m No If "yes', attach list of materials and storage locations on a separate 8 - 1 /2 "x II " 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:\Applic tions\Fonns- Applications On Line\2009 Applications \1-2009 - Permit Applicatioadoc Revised: 1 -2009 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1s` Floor 13,385 5,000 V -B SP 2 ntl Floor 3' Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck BUILDING PERMIT INFO TION - 206 -431 -3670 Valuation of Project (contractor's bid price): $ 23,500 Existing Building Valuation: $ 6 Scope of Work (please provide detailed information): Saw cut ex- tilt -up for two new window openings, insulate the front and rear walls and add roof insulation, install restroom and office. Change use from warehouse to warehouse and bulk retail. Will there be new rack storage? ❑ Yes 0.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: 94 Compact: Handicap: 2 Will there be a change in use? Yes "yes", Change 6,250 SF from whse /off to g 0 ❑ No If es ", explain: red U (bulk). FIRE PROTECTION/HAZARDOUS MATERIALS: m Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes m No If "yes', attach list of materials and storage locations on a separate 8 - 1 /2 "x II " 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:\Applic tions\Fonns- Applications On Line\2009 Applications \1-2009 - Permit Applicatioadoc Revised: 1 -2009 bh Page 2 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. BUILDING OW Signature: • Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. Print Name: David Kehle Mailing Address: 1916 Bonair Drive SW Date Application Expires: Date Application Accepted: aa[9701,0 ZED AGENT: H: ApplicatiomWomu- Applications On Line \2009 Applications \I -2009 - Permit Application.doc Revised: 1 -2009 bh Day Telephone: (206) 433 -8997 Seattle City • Date: 06/30/2009 WA 98116 State Zip Staff Initials: Page 6 of 6 Parcel No.: 2623049095 Address: 730 ANDOVER PK E TUICW Suite No: Applicant: SPEC RETAIL Receipt No.: R09 -01189 Payee: 790 ANDOVER LLC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 2402 524.90 Authorization No. ACCOUNT ITEM LIST: Description BUILDING - NONRES STATE BUILDING SURCHARGE • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT Account Code Current Pmts 000/322.100 520.40 640.237.114 4.50 Total: $524.90 • Permit Number: D09 -117 Status: APPROVED Applied Date: 06/30/2009 Issue Date: Payment Amount: $524.90 Initials: JEM Payment Date: 07/30/2009 08:57 AM User ID: 1165 Balance: $0.00 PAYMENT RECEIVED doc: Receiot -06 Printed: 07 -30 -2009 Parcel No.: 2623049095 Address: 730 ANDOVER PK E TUKW Suite No: Applicant: SPEC RETAIL Receipt No.: R09 -01008 Payee: DAVID E. KEHLE ARCHITECT ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us TRANSACTION LIST: Type Method Descriptio Amount Payment Check 18639 338.26 Authorization No. RECEIPT Account Code Current Pmts 000/345.830 338.26 Total: $338.26 Permit Number: D09 - 117 Status: PENDING Applied Date: 06/30/2009 Issue Date: Payment Amount: $338.26 Initials: JEM Payment Date: 06/30/2009 02:52 PM User ID: 1165 Balance: $524.90 PAYMENT RECEIVED doc: Receiot -06 Printed: 06 -30 -2009 Parcel No.: 2623049095 Address: 730 ANDOVER PK E TUKW Suite No: Applicant: SPEC RETAIL Receipt No.: R09 -01442 Initials: User ID: Payee: JEM 1165 ACCOUNT ITEM LIST: Description JOHN W BREKKE Payment Credit Crd VISA - Authorization No. 09346B PLAN CHECK - NONRES City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us TRANSACTION LIST: Type Method Descriptio Amount RECEIPT 60.00 Account Code Current Pmts 000/345.830 60.00 Total: $60.00 Permit Number: D09 -117 Status: ISSUED Applied Date: 06/30/2009 Issue Date: 07/30/2009 Payment Amount: $60.00 Payment Date: 09/14/2009 04:39 PM Balance: $0.00 PAYMENT RECEIVED doc: Receiot -06 Printed: 09 -14 -2009 Project: ,._7dee ,F 7 . /L Type of Inspection: r� f .47fif' INe y /Gmrov Address: 730 /7AWCIb "),4" ,� Da 'Call j i 0 rt6 r n �/l ,�{� ,v "� Special Instructions: - Date Wanted: S -.2s- / a.m. rn- Requester: Phone No: a 6S - G66- 977 INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION R 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: p e r Ins • =ctor: Date: 11— 2 _ / C) ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: IDate: COMMENTS: ) (.,4 C . t--;L h fr 7 ( ' J f -rte e2 :. 1 Address: 73C '. 4 p , l. k.k f � ( j -t.%br e r F "' { ( , AC - _ A . , p r. > ., Al.e''e) Special Instructions: 1 Date Wanted: 7-/'5- /0 p.m. Requester: Phone No: 0 9s5 —0 6° U . I A Project: Pcce 1.2ETR/L Type of Inspection: ,nIA Address: 73C '. , DeE Date Called: Special Instructions: 1 Date Wanted: 7-/'5- /0 p.m. Requester: Phone No: 0 9s5 —0 6° U - 1:t Approved per applicable codes. ZD a- /17 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 Corrections required prior to approval. Inspect Date: ? ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Project) n6 c n ,; . I Type o /j, tior(• G Address: / 3 d ho✓6' Da te Called: Special Instructions: � 2 �d � D3 91 �1 Z 0 A .. o jjr.e' ii 0)it. J-) A-)yJ..1 Date Wanted: 3 -1� -ro a.m. Requester: Phone No; 3 — gqg - Q ( d v boq-/ INSPECTION RECORD INSPECTION NO. Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ( 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36'0 in A pproved per applicable codes. ❑ Corrections required prior to approval. s . COMMENTS: l Date: 3 - g . r.) 17 $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: Date: Project: 731) AW Type of Inspection: Address: — 73D A Pe Date Called: Special Instructions: • Date Wanted: Requester: Phone No: INSPECTION RECORD Retain a copy with permit j— 1 17 INSPE ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Ei Corrections required prior to approval. COMMENTS: rz ?"744 rU6 — 4 (rz -7 4 — Afipri 1 1/ f / b'S)IGA —+ / 47,40V45, Inspector: Date: n $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Project: �� 1 / Type of Inspection: _ /.y / /_L ir.4S7// l Address: 72 v /V-' fr E Date Called: Special Instructions: Date Wanted: �+ 62—.2 G— 05 P.m• Requester: Phone No: ...vs3- x .30 — ,- -- ED Approved per applicable codes. Z0 // 7 INSPECTION RECORD Retain a copy with permit INSPE2t N NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. COMMENTS: (,) () Gain //s 49 ' 7)7 ;1/ C / , "4 s cu7 /d - k1( 1 /PAP ei lJl � Dat 60.00 REINSPECTION FE REOUIf ). Prior to inspection, f e must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. In sp r : eceipt No.: (Date: COMMENTS: Type of Inspection: / ,1 0 Add ess: `739 , l / Date Called: .AJ�4 . f' A- QIj j4-1 )k_t I T )) -,v - „ .A f / -> i ..i e r 1;1 k i ( Phone No: 7.x (0— 4,11 — O(10 a I!J(f / ( 4‘ 4; ii ee-1 SIM r �; u 1.' � .t - r Iaec 1 ,c. A Drii. ` 2'_ — r e TP e_ 4J k / - rtd. �, . ) 07A. r r : J^ , f f ( . 11 Project ili Type of Inspection: / ,1 0 Add ess: `739 , 01hv,ls 6 s; Date Called: �... Special Instructions: Date Wanted: 2�, o ��`a p.m. Requester: Phone No: 7.x (0— 4,11 — O(10 a INSPECTION NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. Inspector: 1 "IDate: U $60.00 REINSPECTION FEE RE UIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.,Suite 100. Call to schedule reinspection. Receipt No.: 'Date: V� 4 Proct: n Type of 1 PJ & Address: ��� - 7;c) A NI bc) Q P IL >r Date Called: Special Instructions: > Date Wanted: a.ln Requester: Phone No: fl ,q INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. `✓ (206)431 -3 6/7 Approved per applicable codes. Corrections required prior to approval..` - COIG1 ENTS: In ector: J Rec ( ei No.: Dat� U - - REINSPECTION FE REO RED. Prior to inspection, a must be 6300 Southcenter B vd., uite 100. Call to schedule reinspection. (Date: Field Report Report #: 50251 A .A.R.'Tesfin LabaratO ; ,',,Inc 7142 26180th`` NEE', Pak 180 Sulb` dio mon •88�1 5812 F Re ax 42:544,1 `' Client: 790 Andover, LLC P.O. Box 287 Medina, WA 98039 Contact: John Brekke Inspection Performed: Fabrication Shop Date: 8/13/2009 I. In reference to drawing S -1 fabrication facility shop structural welds, i.e.: approved and or non - approved fabricator. - General contractor informed AAR ST fabrication, Inc., Auburn, WA was the fabrication facility. AAR contacted ST Fabrication, Inc. Spoke with Jesse Cheraim asking if ST fab was an AISC approved fabricator. Mr. Cheraim replied St Fab is AISC approved fabrication facility, and copy of AISC certification with WABO certified welder is being emailed to AAR for review. Distribution: Time: Distribute Client [I Distribute Contractor Li Distribute Engineer 11 Distribute Owner ;� Distribute Municipality Li Distribute Other Distribute Architect I ] Distribute Other Project Number: 09 -214 Permit #: D09 -117 Project Name: 730 Andover Address: 730 Andover Park E. Temperature: Inspector: Medearis, Jeff Reviewed by: Mike Blackwell All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden RECEIVED AUG 2 6 2009' @OMMUNITY bL.OPMRENT A'9 8052 • Client: 790 Andover, LLC P.O. Box 287 Medina, WA 98039 Contact: John Brekke Date: 8/13/2009 Distribution: Inspection Performed: Proprietary Anchors RECEIVED Field Report Report #: 50250 AUG 2 6 2009 74 6180't`sAi NfEa Pa k�1 r ite C1 RedmOntl, Ili v4084 Y - �+ P N �T PM�oi 425 5817 F 45 881 ` 'rte ='. • Time: I. AAR field representative as scheduled arrived on site this mid - morning to provide the below reference proprietary anchor filed inspection: -Per panel elevation H -1 and G -1 on S -1 HSS 5x5x3/8 with 3 "x3 "x 1 /4' shop welded angles installed northwest interior concrete walls with red -head tru -bolt wedge 'A" diameter by 6%4' length embed 4 to 43/4". Minimum embed specified 4" /sections D -1 by E- 1/S -1. II. Predrilled holes for diameter size, embed depth and cleanliness AAR found acceptable. General notes S -1 expansion anchor call out: Simpson Strong -Bolt per ESR -1771. Contractor elected to use Red -head tru -bolt wedge'/" diameter by 6%' length. Anchors tightened snug- tight. Torque specifications unknown as no current ESR report with ICC. Distribute Client [j Distribute Contractor Distribute Engineer = Distribute Owner fk Distribute Municipality r] Distribute Other Distribute Architect T 1 Distribute Other Project Number: 09 -214 Permit #: D09 -117 Project Name: 730 Andover Address: 730 Andover Park E. Temperature: Inspector: Medearis, Jeff Reviewed by: Mike Blackwell All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden • OA COO , r .vv t^'rr STRUCTURAL CALCULATIONS FOR 730 ANDOVER PARK NEW WINDOW OPENINGS TUKWILLA, WA CT E N G I N E E R I N G Structural Engineers INC ARCHITECT DAVID KEHLE 180 Nickerson St. Suite 302 Seattle, WA 98109 (206) 285-4512(V) (206) 285 -0618(F) REVIEWED FOR CODE COMPLIANCE APPROVED JUL 2 7 2009 City of Tukwila BUILDING DIVI,SInN Project: Client: L L 'Day 't d i<2, in le, 0 i 2 t 7- 4- Sfytloack, u_rkiy\,c b hack. v 20 Uh l toyvvv 3 S C 5 ,e , ) P - , O 2 s" K-S f- uJ= 7% = 51 L i' 1 2. A = 013(1 ?- I S Ko (p X i 1(p 12(0 / o' Date JO/ 11 f f3 �-- Page Number oA CZ I• (o ISO 1s 5 5lc32, z (206) 285 -4512 FAX: (206) 285-0618 7 UJ = (12 +2-1 ( 0 . 1 „q =,ao '1, ir° ; Z x►t _ ), 2-, ' - V. .1 c 3G, Ico 180 Nickerson St. Suite 302 Seattle, WA 98109 Envelope Requirements (enter values as applicable) Pro:-,, ; r -ssL. • �`- I � [ F\ Minimum Insulation R- values Roofs Over Attic For Buildi C eigt� = JUN 30 •, l,Uy PERMIT CENTER ;Fir ,. All Other Roofs Q yes Check here if using semi - heated path and if project meets all requirements for semi- heated spaces Semi- Heated Path no as defined in section 1310. Requires other fuel heating and qualifying thermostat. Only wall insulation requirement is reduced (2006 change). Only available in prescriptive path. Applicant Address: 4a`0 11200.96 Opaque Walls' Applicant Phone: /Jgp/ _433 .2 141 1 Below Grade Walls .- Floors Over Unconditioned Space — Slabs-on-Grade ii7 Radiant Floors — Maximum U- factors Opaque Doors O.(Qa Vertical Glazing 0 Overhead Glazing 144, Maximum SHGC (or SC) Vertical/Overhead Glazing I o / ct Project Info �wr ;. P" ley,. Pro:-,, ; r -ssL. • �`- I � [ F\ • Date il /•i3 ;) : For Buildi C eigt� = JUN 30 •, l,Uy PERMIT CENTER ;Fir ,. Applicant Name: • to a Q yes Check here if using semi - heated path and if project meets all requirements for semi- heated spaces Semi- Heated Path no as defined in section 1310. Requires other fuel heating and qualifying thermostat. Only wall insulation requirement is reduced (2006 change). Only available in prescriptive path. Applicant Address: 4a`0 11200.96 PAIttrt l Ith °I6II0 Applicant Phone: /Jgp/ _433 .2 141 Space Heat Type Q Electric resistance *All other (see over for definitions) Glazing Area Calculation Note: Below grade walls may be included in the Gross Exterior Wall Area if they are insulated to the level required for opaque walls. Total Glazing Area Electronic version: these values are automatically taken from ENV -UA -1. (rough opening) Gross Exterior (vertical & overhd) divided by Wall Area times 100 equals % Glazing /n 1 Q ;' ,1� f,dY� X 1 00 = q, U Concrete/Masonry Option 0 yes Check here if using this option and if project meets all requirements for the Concrete/Masonry g no Option. See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying assembly below. Q yes Check here if using semi - heated path and if project meets all requirements for semi- heated spaces Semi- Heated Path no as defined in section 1310. Requires other fuel heating and qualifying thermostat. Only wall insulation requirement is reduced (2006 change). Only available in prescriptive path. i Envelope Summary Climate Zone 1 ENV -SUM 2006 Washington State Nonresidential Energy Code Compliance Forms Project Description ❑ New Building ❑ Addition Alteration ❑ Change of Use Compliance Option rescriptive ❑ Component Performance S ee Decision Flowchart (over) for qualifications) ❑ Seattle EnvStd ❑ Systems Analysis Notes: 2006 Washington State Nonresidential Energy Code Compliance Form 1. Assemblies with metal framing must comply with overall U- factors Opaque Concrete/Masonry Wall Requirements Wall Maximum U- factor is 0.15 (R5.7 continuous ins) CMU block walls with insulated cores comply If project qualifies for Concrete /Masonry Option, list walls with HC ? 9.0 Btu /ft=• °F below (other walls must meet Opaque Wall requirements). Use descriptions and values from Table 10 -9 in the Code. Wall Description (including insulation R -value & position) -1UL 2 7 2009 Revised July 2007 U- factor REVIEWED FOR CODE CC MP I�ilPP DYED City of Tukwila 1 RUILDIN3 DIVISION POo- flr Envelope Summary (back) Climate Zone 1 ENV -SUM 2008 Washington State Nonresidential Energy Code Compliance Forms Decision Flowchart for Prescriptive Option Use this flowchart to determine if project qualifies for the optional Prescriptive Option. If. not, either the Component Performance or Systems Analysis Options must be used. 1302 Space Heat Type: For the purpose of determining building envelope requirements, the following two categories comprise all space heating types: Other. All other space heating' systems including gas. solid fuel, oil, and propane space heating systems and those systems listed in the exception to . electric resistance. • - - (continued at.right) .. . • All Insulation Installed? Below Grd Wall (ext) .R -10 Below Grd Wall (oth) ' R -19 Roof Over Attic ' • R -30 All Other Roof ' R -21 d Raised Floor Slab -On -Grade Radiant Floor Opaque Door R -19 • R-10 R -10 • U. -0.60 of ' LYes Yes • AG Mass Wall Insulation Req. Mass Wall U0:15/R5.7ci CMU Block Ins. Cores Wood Frame R19 Metal Framed -R19 2006 Washington State Nonresidential Energy Code Compliance Form fec Glazing Area % 0-30% 30-45% >45% No Yes Glazing Criteria Met? Vert OH UVal UVaI SHGC 0.55 0.70 0.45 0.45 0.60 0.40 Not Allowed Yes Prescriptive —Path Allowed Component Performance, Systems Analysis, or EnvStd Required Revised July 2007 Electric Resistance: Space heating systems which use electric resistance elements as the primary heating system including baseboard, radiant and forced air units where the total electric resistance heat capacity exceeds 1.0 Wlft of the gross conditioned floor area. Exception: Heat pumps and terminal electric resistance heating in variable air volume distribution systems. Yes • Yes Ye Glazing Criteria Met? Yes— Glazing Vert OH Area % UVaI UVaI SHGC 0 -30% 0.40 0.60 0.40 >30 Not Allowed Yes All Insulation Installed? Below Grd Wall (ext) Below Grd Wall (oth) Roof Over Attic All Other Roof Raised Floor Slab -On -Grade Radiant Floor 0 ue Door No Wood Metal R -10 R -10 R -19 U -0.062 R -38 U -O.031 R -30 U -0.034 R-30 U -0.029 R -10 R -10 R -10 R -10 U -0.60 U-0 60 Yes • AG Mass Wall Insulation Req. Mass Wall U0.15 /R5.7ci CMU Block Ins. Cores Wood Frame R19 Metal Framed U0.062 No Concrete/Masonry Option* Assembly Description Wall Heat Capacity (HC) Assy:Tag HC" Totals Area (sf) Area weighted HC: divide total of (HC x area) by Total Area HC x Area No— No-s `If the area weighted heat capacity (HC) of the total above grade wall is a minimum of 9.0, the Concrete Masonry Option may be used. For framed walls, assume HC =1.0 unless calculations are provided; for all other walls, use Section 1009. Project Info Project Address Date l,G� ar "' ` uc. �y N For Building Department Use , Applicant Na ( , - /�� Applicant Address: p It • 07 4t Q i9 - rb Ill r��10 Applicant Phone: / ,.4 ? '.? j .b.941 Project Description ❑ New Building ❑ Addition 0 Alteration Refer to WSEC Section 1513 for controls and commissioning U Plans Included requirements. Compliance tion ® Prescriptive O 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) . 1l No changes are being made to the lighting 0 -Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. g Location Allowed (floor /room no.) • . - - - Occupancy Description' Watts per ft2 '" Area in ft Allowed x Area " From Table 15-1 (over) - 'document all exceptions on form LTG -LPA Total Allowed Watts • 2006 Washington State Nonresidential Energy Code Compliance Form Interior Lighting Summary LTG -INT • Revised July 2007 mum Allowed Li tin _ Wattage Proposed Lighting Wattage Location (floor /room no.) = Fixture Description Number of Fixtures Watts/ Fixture Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts Watts Proposed 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 hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used. For 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. 3. List all fixtures. For exempt lighting, note section and exception number, and leave Watts/Fixture blank. • 2006 Washington State Nonresidential Energy Code Compliance Form Interior Lighting Summary LTG -INT • Revised July 2007 mum Allowed Li tin _ Wattage Proposed Lighting Wattage Location (floor /room no.) = Fixture Description Number of Fixtures Watts/ Fixture Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts Watts Proposed 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 hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used. For 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. 3. List all fixtures. For exempt lighting, note section and exception number, and leave Watts/Fixture blank. DAVID KEHLE 1916 BONAIR DR SW SEATTLE WA 98116 RE: Permit No. D09 - 117 730 ANDOVER PK E TUKW City of Tukwlla Department of Community Development Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and /or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 03/23/2010. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 03/23/2010, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician MdcJ4 File: Permit File No. D09 -117 Jim Haggerton, Mayor Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 o Tukwila, Washington 98188 o Phone: 206- 431 -3670 Fax: 206- 431 -3665 co! h. dav eni arch! August 25, 2009 City of Tukwila 6200 Southcenter Blvd Tukwila, Washington 98188 Attn: Mr. Allen Johannessen Plans Examiner Re: Suite 730 Andover Parkway D09 -117 Dear Allen, • • Thank you for the phone call this morning regarding the above permit. A new tenant is now taking both 730 and 720 Andover and wants to use 730 as a warehouse (no bulk retail). They also do not need the new restrooms, office or enclosure of the electrical. They will heat the space so the insulation work will be done as well as the exterior windows. To facilitate product movement, a new 10' x 12'h opening in the demising wall and a personnel door near the front will be installed. I have revised the drawings to show both 720 and 730 spaces and have clouded the revisions. As we discussed, we felt a revision to the existing permit is appropriate. If you have any questions, please call. David Kehle DK/mt REVISION.Na: Enclosure: Four complete sets Cc: Mr. John Brekke w/1 enclosure RECEIVECD AUG 25'2009 PERMIT CENTEf- 0369 /citylet &25-09 1916 Bonair Drive S.W. Seattle, WA 98116 Dog- 117 (206) 433 -8997 fax (206) 246 -8369 email: dkehle @dkehlearch.com Joanna Spencer - Re: 730 APE From: Bryan Still To: Joanna Spencer Date: 07/02/2009 10:47 AM Subject: Re: 730 APE CC: Han Kirkland Hi Joanna, They are current on backflows and AMR is o.k. RPPA on domestic o.k. Thanks Bryan »> Joanna Spencer 07/01/2009 8:31 AM »> Hello - Are they current on their backflows ? Thanks, Joanna Joanna Spencer Development Engineer City of Tukwila Public Works Department 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 -2544 phone: 206-431-2440 fax: 206 - 431 -3665 jspencer @ci.tukwila.wa.us As • PERMANENT FILE COPY Page 1 of 1 file: / /C:\Documents and Settings \joanna.TUKWILA\Local Settings \Temp\XPgrpwise \4A... 07/02/2009 ACTIVITY NUMBER: D09 -117 PROJECT NAME: SPEC RETAIL SUITE 730 SITE ADDRESS: 730 ANDOVER PK E Original Plan Submittal DATE: 08 -25 -09 Response to Incomplete Letter # Response to Correction Letter # X Revision # I After Permit Issued DEPARTMENTS in 4isiorl w i e �v' &'or) Public Works • PE IT PLAN REVIEW /ROUTING SLIP Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28 -02 Incomplete .511 NUk : P Fire Prevention P.11 Planning Division Permit Coordinator DUE DATE: 08-27 -09 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 it Structural Review Required No further Review Required REVIEWER'S INITIALS: DATE: n DUE DATE: 09 -24 -09 n Approved ❑ 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: ACTIVITY NUMBER: D09 - 117 DATE: 06 - - PROJECT NAME: SPEC RETAIL SITE ADDRESS: 730 ANDOVER PK E X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS , io Bul d i Division n Public Works DETERMINATI N OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS R TING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28 -02 be PERMIT COORD COPY I PLAN REVIEW /ROUTING SLIP Structural Approved LI Approved with Conditions Notation: REVIEWER'S INITIALS: Fire Prevention ® Ping Division Incomplete n DUE DATE: 07-02-09 No further Review Required DATE: DUE DATE: 07-30-09 Not Approved (attach comments) DATE: Permit Coordinator Not Applicable C Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: REVISION NO. DATE RECEIVED STAFF INI� ISSUED DATE STAFF INITIALS 93 -oa �,l' �(,�fl°l w Summary of Revision: Coves 41.-e S pt2Cf s "7 10 'w4 Ti 3 4r- D vac ,, Received by: 'To ,r4 N Bin ,_ i c,. REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: PROJECT NAME: Spec, S u '\e. 73 d PERMIT NO: . b0q— I( 7 SITE ADDRESS: AO Or I. ORIGINAL ISSUE DATE: - 311 REVISION LOG (please print) (please print) (please print) (please print) Date: 8 Project Name: Sheet Number(s): • City of Tukwila 1 REVISI SUBMITTAL 1 \applications\forms - applications on line\revision submittal Created: 543 -2004 Revised: 1 -2009 Department of Community Development 6300 Southeenter Boulevard, Suite #100 Tukwila, Washington 98188, Phone: 206- 431 -36/0 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Received at the City of Tukwila Permit Center by: Entered in Permits Plus on • Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan ChecWPermit Number: bO -11 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # I after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Spec. Pefal1 6u14-e, 130 Pro Address: 130 Ando tier Par/4-1A) c Contact Person: 1pl d -9M,Lt Phone Number: c O& -4 - Summary of Revision: e_ to, a Ha Med . / -ti"e r "Cloud" or highlight all areas of revision including date of revision _ of RECEIVED CITY OF Tt 1KW A AUG 25 2009 PERMIT CEf''EH • CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E -mail: tukplanna ci.tukwila.wa.us AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION STATE OF WASHINGTON) ) ss. COUNTY OF KING ) J 064, ,A) states as follows: [please print name] 1. I have made application for a permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this permit to be exempt under number , and will therefore not be performed by a registered contractor. 5. I understand that the licensing provision of RCW 19.28.161 through 19.28.271 shall not apply to persons making electrical installations on their own property or to regularly employed employees working on the premises of their employer. The proposed electrical work is not for the construction of a new building for rent, sale or lease. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construe ork. f i 4.9 rnt I -, % h 0 . 19 -� " I h 1 0F 1jWAS N�1 ► r Owner ner's Agent* Signed and sworn to before me this 7 ,.'411-- V day of NOTARY PUBLIC in and for the State of Washington Residing at Name as commissioned: My commission expires: I Permit Center /Building Division 206 431 -3670 Public Works Department 206 433 -01 79 Planning Division 206 431 -3670 PERMIT NO: C o ( - ( L 7 ,20tf. , County SIA.S6L—IA f ) 0 - dot l 18.27.090 Exemptions. The registration provisions of this chapter do not apply to: 1. An authorized representative of the United States government, the state of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale of any finished products, materials, or articles of merchandise that are not fabricated into and do not become a part of a structure under the common law of fixtures; 6. Any construction, alteration, improvement, or repair of personal property performed by the registered or legal owner, or by a mobile /manufactured home retail dealer or manufacturer licensed under chapter 46.70 RCW who shall warranty service and repairs under chapter 46.7o RCW; 7. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than five hundred dollars, such work or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into contracts of amounts less than five hundred dollars for the purpose of evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he or she is a contractor, or that he or she is qualified to engage in the business of contractor; 10. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed by a registered contractor; ii. An owner* who contracts for a project with a registered contractor, except that this exemption shall not deprive the owner of the protections of this chapter against registered and unregistered contractors. The exemption prescribed in this subsection does not apply to a person who performs the activities of a contractor for the purpose of leasing or selling improved property he or she has owned for less than twelve months; 12. Any person working on his or her own property, whether occupied by him or her or not, and any person working on his or her personal residence, whether owned by him or her or not but this exemption shall not apply to any person who performs the activities of a contractor on his or her own property for the purpose of selling, demolishing, or leasing the property; 13. An owner* who performs maintenance, repair, and alteration work in or upon his or her own properties, or who uses his or her own employees to do such work; 14. A licensed architect or civil or professional engineer acting solely in his or her professional capacity, an electrician certified under the laws of the state of Washington, or a plumber certified under the laws of the state of Washington or licensed by a political subdivision of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the person certified is operating within the scope of his or her certification; 15. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his or her sole compensation or as an employee with wages as his or her sole compensation; i6. Contractors on highway projects who have been prequalified as required by RCW 47.28.070, with the department of transportation to perform highway construction, reconstruction, or maintenance work; 17. A mobile /manufactured home dealer or manufacturer who subcontracts the installation, set -up, or repair work to actively registered contractors. This exemption only applies to the installation, set -up, or repair of the mobile /manufactured homes that were manufactured or sold by the mobile /manufactured home dealer or manufacturer; i8. An entity who holds a valikelectricall�cgqntractor's license under chapter 19.x$ RCW tttremf'1a certified journeyman electrician, a cer �'died resedeen �l specialty electrician, or an electrical tieineg'rnedtrng the • requirements of chapter RCW to perform plumbing work that is incidentally, directly, and immediately appropriate to the like -in -kind replacertrent of.a Household appliance or other small household utilization °equipment that requires limited electric pcawer- and.lirnikd waste and /or water connections. An electrical trainee must be supervised by a certified electrician while performing plumbing work. • Per Washington State Department of Labor and Industries, lessee has been interpreted to be equivalent to owner for the purpose of these exemptions. SPACE 720 1,063 S.F. TOTAL 18,365 SF. WA MOUSE = 10,535 S RETAIL= 6 ,250 S T AL =: 16,185 SPACE 770 SP CE 790 (196): 1P93 SF. AIL (190)=1 SF !BUILDING AND SITE STATISTICS: BUILDING CODE: IBC 2006 ZONING: TUC SITE AREA: APPROX. 2.9 ACRES EXISTING BLDG. FOOTPRINT (NET): 63,120 SF TENANT AREA: 120 4130 • 31,150 SF. WAREHOUSE (1304120)= 20,448 SF. BULK RETAIL (120). 11302 SF. m DEMOLITION AREA: 2,000 SF OCCUPANCY GROUP: M RETAIL, S-1 WAREHOUSE TOTAL PARKNG EXISTING: 94 NO CHANGE TYPE OF CONSTRUCTION: v -B (RJLLY SPRINKLED) TOTAL SQUARE FOOTAGE ALLOCATION SUITE 120 : RETAIL = 11,302 SF WHSE _ SUITE 110 : RETAIL = 6,250 SF WHSE SUITE 190 : RETAIL = 1,592 SF WHSE _ TOTAL : RETAIL = 25,144 SF WHSE SUITE 130 : RETAL = 0 SF USE TOTAL : RETAIL = 25)44 SF WHSE _ RETAIL: 25,144 SF. • 25/1000 = 63 CARS WHSE: 38,516 SF. • 1/2000 = 19 CARS m 82 CARS SCOPE OF WOW: SAW CUT FOR NEW STOREFRONT WINDOW OPENNGS (2) NSULATE EXTERIOR WALLS AND INSULATION AT ROOF ADD NEW RESTROOh1S AND OFFICE, ENCL. ELECT. APPROXIMATE COSTS: $26,000 APPROXIMATE EVALUATION: $59 MILLION OWNER 190 ANDOVER LLC P.O. BOX 2S1 MEDINA, WASHINGTON 98039 425 -451 -1511 TAX 1D NUM$ER 262304- 9095 -06 ANDOVER PARK EAST 1,063 SF 10,535 SF 1,593 SF 25,191 SF 13,385 SF m 38,516 SF /\ LEGAL DESCRIPTION THAT PORTION OF THE NORTHEAST QUARTER OF NE SOUTHEAST QUARTER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W. M. IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF 8 OF NE PLAT OF ANDOVER INDUSTRIAL PARK NO. 5, AS RECORDED IN VOLUME 83 OF PLATS, PAGES 22 AND 23, IN KING COUNTY, WASHINGTON± THENCE SOUTH 0104T28" WEST ALONG NE SOUTHERLY EXTENSION OF NE WEST LINE OF SAID LOT 8, A DISTANCE OF 545.00 FEET TO THE TRUE POINT OF BEGINNING± THENCE SOUTH 88012'32" EAST, A DISTANCE CF 29:00 FEET± THENCE SOUTH 01041'28" WEST, A DISTANCE OF 42221 FEET± THENCE NORTH 88012'32" WEST, A DISTANCE OF 241.00 FEET TO A POINT OF CURVE± THENCE ALONG A CURVE TO NE RIGHT HAVING A RADIUS OF 50 FEET AND A CENTRAL ANGLE OF 90000'00 ", AN ARC DISTANCE OF 1854 FEET TO THE EASTERLY MARGIN OF ANDOVER PARK EAST± THENCE NORTH 01041'28" EAST, A DISTANCE OF 31221 FEET TO NE TRUE POINT OF BEGINNING. SITE PLAN SCALE: 1" = 40' SCALE: N.T,S. VICINITY MAP ENERGY CODE NOTES: DRAWING INDEX T -I SITE PLAN 4 VICINITY MAP GENERAL. DATA DEMOLITION PLAN T -2 PROPOSED FLOOR PLAN EXTERIOR ELEVATIONS U I. EXISTING ROOF TO BE INSULATED WI R -2I WITH F.S. 25 FACING 2. EXISTING ADJACENT TENANT SPACES TO 130 NORTH ARE ALREADY HEATED. NEW STOREFRONT IS ALUMINUM FRAME W/THER'1AL BREAK AND 1" OVERALL CLEAR INSULATED GLAZING WITH 1/2" AIR SPACE (U - 0.60) WITH SHGC = 45 4. HEAT IS VIA GAS, NO ELECTRIC ALLOWED. 5. CAULK AND SEAL ALL OPENINGS TO OUTSIDE, INCLUDE WEATHERSTRIPING AT ALL EXTERIOR DOORS. 6. MAXIMUM ALLOWABLE LOAD FOR SWITCH IS 80% OF 20 AMP. CIRCUIT. 1. LIGHTING: EXISTING LIGHTNG TO REMAN, NO CHANGE IN WATTAGE, RELOCATE AS REQUIRED. TYPICAL WALL FRAMNG ATTACH BOTTOM TRACK TO CONC. FLOOR W/ POWDER DRIVEN ANCHORS AT 24" O.C. 2 V2" RUBBER BASE a CARPET SCALE: 1 -1/2° t 1 •0 CONTINUOUS TOP TRACK 6" CEILING JOISTS (SEE SHT T -3) 6" STL JOIST LEDGER W/ 2- DRYWALL SCREWS TO EACH STUD ",, STUD WALL, 5/8" GYP. BD. E.S. SEE DETAIL FOR CONNECTION CEILING CROSS SECTION SCALE: 1/2" a I' -0" WALL TO SLAT 4 4 EX. 6" STL STUD DEMISING WALL . 4 . • ■ • s V I' .1d . • PLANNING APPROVED • No changes can be made to these plans without approval from the Planning Division of DOD Approved By: Teme4 Date:, +44 44 5/8" GYP. BD. (TYPE 'X' a FIRE RATED WALLS.) REVISIONS N o changes s hall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal ri ma`J i l:'t f�A additional plan review fees. CONC. SLAB ON GRADE SECTION By Date: 30' 16' -5" RtIE City Of Tukwila BUILDING DIVISION 26'-4° Permit No. VA ( I 7 Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt o f approved Fie,' ' s and . • i ns is acknowledged: 10' EXISTING RETAIL EXISTING WARE SPACE 99' -3" 3' -3" OUSE 720 SAW CUT FOR N 12' X 8' WINDOW an II' -5" FY :1 Fr_ EX. RESTRCY)MS 10' RELOCATE EX. HOSE 8188 DEMOLITIO\ z SCALE: 1/16' =1'0" JGf i Y wW REVIEWED FOR CODE COMPLIANCE APPROVED SEP 4 2009 PLAN 49' CUT A NEW 10'X12' OPENING INTO EX. DEMISING WALL. ADD HEADER. CUT A NEW 3' X 6'S" OPENING INTO EX. EDMISING WALL FOR NEW DOOR m II O 4' -3y EXISTING WAREHOUSE ■ • SPACE 730 • ■ RETAIL TO GO BACK TO WAREHOUSING EXISTING RESTROOM TO REMAIN CliyOfTU BUILDING DIVISION REVISION NQ,�. t&HI7 34' clAin L T J a 125' RECEIVED AUG 25 2009 PERMIT CENTEF T -1 \ \Wkst -4 \Documents \CAD \2003 \0369 BREKKE PROP \SUITE 730 CD REV 08-25-09\SUITE 730 CD \T 1,T 2,T 3.DWG, 8/25/20091:45: 5 PM, DeSign]et 500 MAIN�pc3� f i 4 Sl�y '1!X tr l� r y s (i 4# h.. .. Ftl 1 r3r14 `i 1 0 . � C � I fti�t i � ° r�l: f i 4 Sl�y '1!X tr l� ' z es y s 4# h.. 5 ' 7 er6G h < ` = fi rs t ivw7 EXISTING TILT -UP CONCRETE WALL ►����ll if t ili(lf 1j11111I /ITlli 1•. • 'A ; d d 4 •4. • • a: , 4. • ., : 10� EX. SLAB ON GRADE C?) WAREHOUSE UJALL SECTION SCALE: 1/2" : 1' -0" NEW R -21 BATT INSULATION 111/FS 25 FACING 2S'AFF NEW R -21 STICKPN INSULATION W/FS 25 FACING NEW 6" X 25 GA STL. STUDS TO BARRIER A 5 8" GYP 8b. EX. NOSE Be (RELOCATE) WEST ELEVATION EX. GAS METERS ()RELOCATE) SCALE: 1/16" : 1' -0" NEW12'WX8'TALUM. STOREFRONT, INSULATED 7 U :0.45, CLEAR GLASS MAX SNGC 0.45 CONT. CAULK EX. CONCRETE TILT -UP DETAIL-WINDOW HEADER SCALE: 1" : 1' -0" Thl I A\ D , D 6' -6" CONT. CAULK NEW ALUMINUM WINDOW SYSTEM W/1" INSULATED GLAZING (U :0160) EX. SLAB ON GRADE DETAIL,- UJINDOUJ SILL SCALE: 1" : 1' 4.0" f_.__ __T__ PANEL JOINT DOWN SPOUT 4N \ID1 EX. GAS METERS • TO BE RELOCATE 6' - 6' ,, 12' 2 s 6' NEW ALUMINUM WINDOW SYSTEM LW 1" INSULATED GLAZING (U ■0160) E)f. N05E BIB (RELOCATE) SLOPED SOFFIT VERTICAL WOOD WALL C 4) PARTIAL UJEST ELEVATION SCALE: 1/S' : 1 NEW R -21 STICK PIN INSULATION ABOVE 10' NEW 6" ST P RIBBING TO 10' AM W/R -21 INSULATION, VAPOR BARRIER AND GYP P. — NEW 121.1 S'T ALUM. , ST* • , INSULATED U :0.45, a LEAR GLASS MAX • 1 . 0.45 I' 41 -2' j TEMPERED SAFETY GLAZING BOTTOM 2 PANELS , PARTIAL. NORTH ELEVATION SCALE: I /S" : 1 -0" POOR SCHEDULE 0 NEW 3' - 0"X6' - S.0 WOOD DOOR AND WOOD JAMB WITH LOCKSET, SILENCERS © NEW 10' X 12' GYP BD. OPENING. WALL $CHEDULE: OD NEW 6 "X25 GA. STL. STUD WALL TO 10' AM %" GYP. BOARD W/ R -21 INSULATION TO 10', R -21 STICK PIN NSULATION a 10' TO ROOF, VAPOR BARRIOR ON WARM SIDE. (U: 005) ® NEW 6 "X20 GA. STL. STUD a 24" O.C. FOR 26' HEIGHT, FULL HEIGHT TO ROOF DECK W/ %" GYP. BOARD EA. SIDE NON-INSULATED, PAINTED WINDOW SCHEDULE: ® NEW THERMALY BROKEN WINDOW TO MATCH EX. WINDOW fa USA BABY (U :0.45) NOTE: 1. THE EXIT SIGNS SHALL BE ILLUMINATED WBATTERY BACK -UP AND EMERGENCY LIGHT 2. PROVIDE EMERGENCY LIGHTING W/ BATTERY BACK -UP TO MEET CODES. EX. WAREHOUSE (1,0613 SF) LL EX HEATED ENVIRONMENT EX R -2I BATT INSULATION EX. ROOF DECK, FS 25 FACING EX. MAIL 111,302 S.F. m EX HEATED ENVIRO ENT EX R -2I BATT INSULA ION EX. ROOF DECK, FS 2 FACING • • EX. US BABY (HEA =IP ) D O REVISION N EX. WARE! -{OUSE (1,135 SF.) NEW HEATED ENVIRONMENT NEW R -21 BATT INSULATION EX. ROOF DECK, FS 25 FACING 7 — EX. FULL NeiGut DEMISING WALL BULK RETAIL ( 6,250 SF) CHANGE BACK TO WAREHOUSED OCC. 6 ,250 11500 : 12 OCC D NEW HEATED ENVIRONMENT NEW R -21 BATT INSULATION EX. ROOF DECK, FS 25 FACING 15 -3" EX. GAS METERS TO BE RELOCATED z SCALE: 1 /16 " =1 '0" bo(Y/117 EXIT 4 D = — I a u 1 PATHWA1 LIGHTINO 1 1 1 L_b PATY Lk D ASSUMED EXIT PATH EX. ACTION RR ITURE (HEATED) EX. RILL HEIGHT DEMISING WALL RECEIVED AUG252009 PERMIT CENTER ?g. REVIEWED FOR CODECOMPLIANGE ANDOVER PARK EAST APPROVED SEP 14 2009 NEW FLOOR PLAN cityotTukwila BUILDING DIVISION a`d \ \Wkst- 4\Documents \CAD \2003 \0369 BREKKE PROP \SUITE 730 CD REV 08 -25 -09 \SUITE 730 CD \T 1,T 2,T 3.DWG, 8/25/2009 1:46:04 PM, DesignIet 500 MAIN.pc3 , Il t � 1 — III � � Illlili 41, 't —' Till IIII IIIIIII�III _ _ — ng — Jilt _ - - -- � � � _ _ 11111 __ _ _________ IIIIII� EXISTING TILT -UP CONCRETE WALL ►����ll if t ili(lf 1j11111I /ITlli 1•. • 'A ; d d 4 •4. • • a: , 4. • ., : 10� EX. SLAB ON GRADE C?) WAREHOUSE UJALL SECTION SCALE: 1/2" : 1' -0" NEW R -21 BATT INSULATION 111/FS 25 FACING 2S'AFF NEW R -21 STICKPN INSULATION W/FS 25 FACING NEW 6" X 25 GA STL. STUDS TO BARRIER A 5 8" GYP 8b. EX. NOSE Be (RELOCATE) WEST ELEVATION EX. GAS METERS ()RELOCATE) SCALE: 1/16" : 1' -0" NEW12'WX8'TALUM. STOREFRONT, INSULATED 7 U :0.45, CLEAR GLASS MAX SNGC 0.45 CONT. CAULK EX. CONCRETE TILT -UP DETAIL-WINDOW HEADER SCALE: 1" : 1' -0" Thl I A\ D , D 6' -6" CONT. CAULK NEW ALUMINUM WINDOW SYSTEM W/1" INSULATED GLAZING (U :0160) EX. SLAB ON GRADE DETAIL,- UJINDOUJ SILL SCALE: 1" : 1' 4.0" f_.__ __T__ PANEL JOINT DOWN SPOUT 4N \ID1 EX. GAS METERS • TO BE RELOCATE 6' - 6' ,, 12' 2 s 6' NEW ALUMINUM WINDOW SYSTEM LW 1" INSULATED GLAZING (U ■0160) E)f. N05E BIB (RELOCATE) SLOPED SOFFIT VERTICAL WOOD WALL C 4) PARTIAL UJEST ELEVATION SCALE: 1/S' : 1 NEW R -21 STICK PIN INSULATION ABOVE 10' NEW 6" ST P RIBBING TO 10' AM W/R -21 INSULATION, VAPOR BARRIER AND GYP P. — NEW 121.1 S'T ALUM. , ST* • , INSULATED U :0.45, a LEAR GLASS MAX • 1 . 0.45 I' 41 -2' j TEMPERED SAFETY GLAZING BOTTOM 2 PANELS , PARTIAL. NORTH ELEVATION SCALE: I /S" : 1 -0" POOR SCHEDULE 0 NEW 3' - 0"X6' - S.0 WOOD DOOR AND WOOD JAMB WITH LOCKSET, SILENCERS © NEW 10' X 12' GYP BD. OPENING. WALL $CHEDULE: OD NEW 6 "X25 GA. STL. STUD WALL TO 10' AM %" GYP. BOARD W/ R -21 INSULATION TO 10', R -21 STICK PIN NSULATION a 10' TO ROOF, VAPOR BARRIOR ON WARM SIDE. (U: 005) ® NEW 6 "X20 GA. STL. STUD a 24" O.C. FOR 26' HEIGHT, FULL HEIGHT TO ROOF DECK W/ %" GYP. BOARD EA. SIDE NON-INSULATED, PAINTED WINDOW SCHEDULE: ® NEW THERMALY BROKEN WINDOW TO MATCH EX. WINDOW fa USA BABY (U :0.45) NOTE: 1. THE EXIT SIGNS SHALL BE ILLUMINATED WBATTERY BACK -UP AND EMERGENCY LIGHT 2. PROVIDE EMERGENCY LIGHTING W/ BATTERY BACK -UP TO MEET CODES. EX. WAREHOUSE (1,0613 SF) LL EX HEATED ENVIRONMENT EX R -2I BATT INSULATION EX. ROOF DECK, FS 25 FACING EX. MAIL 111,302 S.F. m EX HEATED ENVIRO ENT EX R -2I BATT INSULA ION EX. ROOF DECK, FS 2 FACING • • EX. US BABY (HEA =IP ) D O REVISION N EX. WARE! -{OUSE (1,135 SF.) NEW HEATED ENVIRONMENT NEW R -21 BATT INSULATION EX. ROOF DECK, FS 25 FACING 7 — EX. FULL NeiGut DEMISING WALL BULK RETAIL ( 6,250 SF) CHANGE BACK TO WAREHOUSED OCC. 6 ,250 11500 : 12 OCC D NEW HEATED ENVIRONMENT NEW R -21 BATT INSULATION EX. ROOF DECK, FS 25 FACING 15 -3" EX. GAS METERS TO BE RELOCATED z SCALE: 1 /16 " =1 '0" bo(Y/117 EXIT 4 D = — I a u 1 PATHWA1 LIGHTINO 1 1 1 L_b PATY Lk D ASSUMED EXIT PATH EX. ACTION RR ITURE (HEATED) EX. RILL HEIGHT DEMISING WALL RECEIVED AUG252009 PERMIT CENTER ?g. REVIEWED FOR CODECOMPLIANGE ANDOVER PARK EAST APPROVED SEP 14 2009 NEW FLOOR PLAN cityotTukwila BUILDING DIVISION a`d \ \Wkst- 4\Documents \CAD \2003 \0369 BREKKE PROP \SUITE 730 CD REV 08 -25 -09 \SUITE 730 CD \T 1,T 2,T 3.DWG, 8/25/2009 1:46:04 PM, DesignIet 500 MAIN.pc3 , U FLAT STUD BRACING FROM WALL TO WALL, MAX SPAN 8' FOR UNBRACED WALL SCALE: 1/4"=1'0" 6" WC (I 5/8" FLANGE) AT 2' O .C— W/ TOP STIFRJER AT MID -SPAN CONT. (43 PLF) PROVIDE EXHAUST FM TO OUTSIDE, TIE TO LIGHT SWITCH PER MECH. CODE REFLECTED CEILING • NOTE: POST "NO STORAGE ABOVE" SIGNS ON EACH WALL Q • ROOM SCHEDULE DOOR SCHEDULE WALL SCHEDULE: GYP. BD. PAINTED SEMI -GLOSS ENAMEL PLASTIC LAMINATE WAINSCOT 11/4" DIAGRAB BARS HORIZ. AND VERT. SCALE: 1 /4 " =1'0" INSULATE EXPOSED WATER SUPPLY LINES AND DRAINPIPES UNDER LAY. NO SHARPOR ABRASIVE SURFACES SHALL BE EXPOSED UNDER THE LAY. IZ FLOOR SHEET VINYL BASE: 6" COVED SHEET VINYL WALLS: 4' PLATIC LAM WAINSCOT ALL WALLS GYP. BD. PAINTED (SGE) ABOVE CEILING: GYP.BD. PANTED (SGE) 3 FLOOR CARPET BASE: 4" RUBBER BASE WALLS: GYP. BD. PANTED (EE) CEILING: GYRED. PANTED (EE) 4 FLOOR EX. CONC. BASE: 4" RUBBER BASE WALLS: GYP. BD. PANTED (EE) CEILING: EXP. TO STRUCTURE WINDOW SCHEDULE: ® NEW 4'X4' SINGLE GLAZED UNIT IN H. MIL PAINTED FRAME (SAFTEY GLASS PER CODE) O NEW 2'X4' SINGLE GLAZED UNIT N H. MIL PAINTED FRAME (SAFTEY GLASS PER CODE) ® NEW 31/2" X 20 GA. STL. STUD • 24" OTC. TO 10' AFF W/ 5/8" GYP. BD. EACH SIDE FRONT RESTROOM ELEV. LIGHT BAR MIRROR 1,2 NEW 3' -0" X 1' -0" S.C. WOOD DOOR W/ PANTED METAL FRAME W/11/2 PAIR BUTTS (HINGE CLOSER), PRIVACY LOCK, WALL STOP, SILENCERS 3 NEW 3' -0" X 7-0" S.C. WOOD DOOR W/ PANTED METAL FRAME W/ 11/2 PAIR BUTTS, LOCKSET, WALL STOP, SILENCERS 4 NEW 3' -0" X '1' -0" S.C. WOOD DOOR W/ PANTED METAL FRAME W/11/2 PAIR BUTTS, PASSAGESET, WALL STOP, SILENCERS © NEW 31/2 "X20 GA. STL. STUD WALL 70 10' AFF PERIMETER, TO CEILING INSIDE WITH /8" GYP. BOARD E.S. (WATERPROOF GYP. BD. IN RESTROOMS) NOTE: I. THE EXIT SIGNS SHALL BE ILLUMINATED W/BATTERY BACK -UP AND EMERGENCY LIGHT 2. PROVIDE EMERGENCY LIGHTING W/ BATTERY BACK -UP TO MEET CODES. LEVER HANDLED FAUCETS MID. WITHIN II" FROM FRONT OF LAY. b049tV7 FLAT STUD BRACING FROM WALL TO WALL, MAX SPAN 8' FOR UNBRACED WALL • TYP. 30 "X48 "CL E 4R4NCE RR TYP. 42" X 54" C R4E3 13AR RR TYP. 5'X5 CLEARANCE • TYP. 5' I A. RADIUS REVISION N� NOTE: POST "NO STORAGE ABOVE" SIGNS ON EACH WALL FLOOR PLA\ RR SCALE: 1/4'=1'0" R EVIEWED FOR C ODE COMPLIANCE APPROVED S EP 14 2009 City of Tukda BU ILDING DIVISION RECEIVED AUG 252009 PERMIT CENTER 0 W 0 0 w } F- E m 0 0h N W Q 0 m 0 N a) H z z W H n W U) T -3 wp m' v =, Q Q . Z 3 � O w �W d co (o v- ma) E� U] Qi w Qi a 0 z 0 \ \Wlcst -4 \Documents \CAD \2003 \0369 BREKKE PROP \SUITE 730 CD \T 1,T -2,T 3.DWG, 6/29/2009 5:09:52 PM, Design]et 500 MAIN.pc3 S S :6x SCALE: Ns" = 1'— /4--WO EXP.; BOLTS NEW 8' x :.12' DOW P ANEL.:ELEVATION H - SECTION SECTI SCALE: V4 " in HSS 5x5x% HSS 5x5x • IBC,' 2006 UVE LOADS: ROOF....25 PSF (SNOW) ' EARTHQUAKE DESIGN DATA: IE SEISMIC USE GROUP s. I SITE CLASS: D SEISMIC DESIGN CATEGORY: f c zie 2500 psi MAX. SLUMP =.:4* PLUS OR MINUS 1" ` MINIMUM 5 SACKS • CEMENT PER . CU. YARD MIXING • • AND:' PLACING :OF.- ALL. CONCRETE SHALL - BE IN :ACCORDANCE : WITH THE UBC AND ACI : CODE 318, LATEST EDITION: PROPORTIONS OF AGGREGATE: TO CEMENT :SHALL' BE AS SUCH TO PRODUCE •A : DENSE, WORKABLE MIX. 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. ` • CORNER OR PILASTER NEW 8'x12' DOW • PANEL ELEVATION GENERAL N COVER` TO RONFoRCEMO1T TO 8E: FOOTINGS 3 :;INCHES FORMED SURFACES--WEATHER FACE....1 1/2 INCHES INTERIOR . FACE • 3/4 INCHES EARTH FACE 2 INCHES ALL REINFORCEMENT SHALL CONFORM TO ASTM A615 -82 (S-1) EXCEPT AS NOTED FOR WELDED REBAR. ` SLAB; SHALL BE GRADE 40 (fy =40;000 , psi).: OTHER: REINFORCING-SHALL BE GRADE 40 OR 60.. LAP CONTINUOUS REINFORCING' BARS 36 BAR DIAMETER IN CONCRETE, . -7" MINIMUM UNLESS NOTED OTHERWISE. CORNER BARS (1' -7" BEND) WALL ,BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT.: • DETAIL. STEEL IN ACCORDANCE WITH :THE 'ACI; DETAIUNG MANUAL. • STRUCTURAL MEL: - TUBE COLUMNS SHALL CONFORM TO ASTM . A500 GRADE B (fy -: 46,000. psi). PLATES SHALL.. CONFORM TO ASTM A-36 (fy = 36,000 psi). WELDS, NOT SPECIFIED SHALL BE 3/16" CONTINUOUS FILLET MINIMUM. ALL WELDS TO BE BY W.A.8.0.. CERTIFIED .WELDERS. USE FRESH E70 ELECTRODES. SUBMIT SHOP.. DRAWINGS` TO ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF STRUCTURAL STEEL MACHINE E' BOLTS TO. BE :: A -307. FABRICATION AND ERECTION SHALL :. BE IN ACCORDANCE WITH AISC FABRICATION AND ERECTION . SPECIFICATION AND CODE OF STANDARD,. CURRENT EDITION. EXPANSION BOLTi EXPANSION BOLTS TO BE SIMPSON STRONG -BOLT WEDGE ANCHOR CONFORMING TO ESR- -1771. SPECIAL INSPECTION .REQUIRED. SPECIAL INSPECTOR MUST BE ON THE JOBSITE.CONTIN000SLY DURING ANCHOR INSTALLATION TO VERIFY ANCHOR TYPE, ANCHOR DIMENSIONS, : HOLE '. •• '' CLEANLISNESS, . EMBEDMENT DEPTH, DRILL BIT. DIAMETER, HOLE DEPTH, .AND TIGHTENING TORQUE TWO NEW OPENINGS CUT IN CONCRETE PANELS BUILDING PLAN z : SCALE: )fe" = 1''-0 " ... H -1 AEVISIQN NO�� REVIEWED FOR CODE COMPLIANCE APPROVED SEP 14 1009 City of Tukwila BUILDING DIVISION RECEIVED AUG 2 5 2009 PERMIT CENTER TEL. (208) 285 -4512 FAX (206) 285 -0818 CT ENGINEERING INC CONSULTING ENGINEERING 180 NICIIERSON ST., SUITE 302 SEATTLE, WASHINGTON 98109 1. 0) 00 00 t) t0 d N 10 t0 0 0 1 4 1111111112 0 0 F77 i/ F r, 4 ;Z: 7 f p/ rf f:i VI oj „ Iry 11 111 1 3' O O ■ O IIIIIIr� .. . mama O .WAREHOUSE SPACE 720 SULK RETAIL TOTAL 1063 SR 11,302 SF. 19,365 SF. BUILDING CODE: IBC 2006 ZONING: TUC ; SITE AREA: AF'PROX 29 ACRES EXISTING BLDG. FOOTPRINT (NEV' 63,120 SF WAREHOUSE (130)21,593 SF. BULK RETAIL (130)0,592 SF. DEMOLITION AREA: 2,000 SF OCCUPANCY; GROUP: M RETAIL, 9 -1 WAREHOUSE TOTAL PARKING EXISTING: 94 NO CHANGE TYPE OF CONSTRUCTION: V -8 (FULLY SPRINKLED) !BUILDING AND SITE STATISTICS: ANDOVER PARK EAST WA HOUSE = 10535 5 RETAIL= 6 ,250 S T AL • ■: 16,185 S SPACE 770 1 -5 SP CE 790 a • : (l9rah 1593 SF. EILK : AIL r139)21332 S1: TOTAL ■: 15,185 SF. SITE PLAN SCALE: 1 a 40 1 -405 SITE Irk sr Blvd 5 18001 St a O a F . •... TOTAL SQUARE FOOTAGE ALLOCATION SUITE 120: RETAIL = 11,302 SF. WHSE _ 1,063 OF SUITE 110 : RETAIL = . 6 ,250 SF: WHSE = 10 ,535 SF SUITE 190 : RETAIL . 1592 SF WISE _` 1593 5F TOTAL : RETAIL = 25,144 SF LIME = 25,191 SF SUITE 130 :: RETAIL = 6 ,250 SF WHSE = 1,135 SF TOTAL : RETAIL = 31,394 SF WISE it 32,326 SF RETAIL: 31394 SF. • 2.5/1000 = 18 CARS W45Es 32326 SF. s 1/2000 = 16 CARS SCOPE OF WORK: SAID CUT FOR NEW STOREFRONT WINDOW OPENINGS (2) INSULATE EXTERIOR WALLS AND INSULATION AT ROOF ADD NEW RES1ROOMS MD OFFICE, ENCL. ELECT. APPROXIMATE COSTS: *26000 APPROXIMATE EVALUATION: $5B MILLION OUJNER 190 ANDOVER LLC P.O. BOX 281 MEDINA, WASHINGTON 98039 425 -451 -1511 T ,4X ID NUM5ER 262304- 9095 -06 94 CA RS LEGAL DESCRIPTION THAT PORTION OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 26, TOUJ•SI -11P 23 NORTH, RANGE 4 EAST, W. M. IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF LOT 8 OF THE PLAT OF ANDOVER INDUSTRIAL PARK NO. 5, AS RECORDED IN VOLUME 83 OF PLATS, PAGES 22 AND 23, IN KING COUNTY, WASHINGTON±. THENCE SOUTH 01041'28" WEST ALONG THE SOUTHERLY EXTENSION OF THE WEST LINE CF SAID LOT 8, A DISTANCE OF 54520 FEET TO THE TRUE POINT OF BEGINNING± THENCE SOUTH 88012'32" EAST, A DISTANCE OF 291.00; FEET# THENCE SOUTH 01047'28" WEST, A DISTANCE OF 42221 FEET± THENCE NORTH 88012'32 WEST, 'A DISTANCE OF 241.00 FEET TO A POINT OF CURVE± THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 50 FEET AND A CENTRAL ANGLE OF 90000'00', AN ARC DISTANCE OF 1854 FEET TO THE EASTERLY MARGIN OF ANDOVEIR PARK EAST* THENCE NORTH 01041'28 " -EAST, A DISTANCE OF 31221 FEET TO THE TRUE POINT OF BEGINNING. VICINITY MAP SCALE: N.T.S. ENERGY CODE NOTES: 9 I. EXISTING ROOF TO BE INSULATED W/ R -21 WITH FS. 25 FACING 2. EXISTING ADJACENT TENANT SPACES TO 130 NORTH ARE ALREADY HEATED. 3. NEW STOREFRONT IS ALUMINUM FRAME W/THERMAL BREAK AND 1" OVERALL CLEAR INSULATED GLAZING W1TH 1/2" AIR SPACE (U - 0.60) WITH SHGC = 45 4. HEAT IS VIA GAS, NO ELECTRIC ALLOWED. 5. CAULK AND SEAL ALL OPENINGS TO OUTSIDE, INCLUDE WEATHERSTRIPING AT ALL EXTERIOR DOORS. 6. MAXIMUM ALLOWABLE LOAD FOR SWITCH Is 80% OF 20 AMP. CIRCUIT. 1. LIGHTING: EXISTING LIGHTING TO REMAIN, NO CHANGE N WATTAGE, RELOCATE A5 REQUIRED. UDR AUJING INDEX T -I SITE PLAN 4 VICINITY MAP GENERAL DATA DEMOLITION PLAN T -2 PROPOSED FLOOR PLAN EXTERIOR ELEVATIONS ,STL STUD WALL, 5/5" GYP. BD. E.S. SEE DETAIL FOR CONNECTION CEILING CROSS SECTION SCALE: 1/2" = 1' -0" TYPICAL WALL FRAMING ATTACH Bottom TRACK TO CONC. FLOOR W/ POWDER DRIVEN ANCHORS AT 24" O.C. 2 1/2" RUBBER BASE 0 CARPET UJA4LL TO SL4E3 SCALE: I -1R" = I 6" STL JOIST LEDGER W/ 2- DRYWALL SCREWS TO EACH STUD w C( t1iUSe, 4194 CONTINUOUS TOP TRACK 6" CEILING JOIStS.(SEE 514T t -3) �• . 1 • !j . . 1 ' , 1 .0, ■ ,_,, I elk 4 4 4 1 SEPARATE PERMIT REQUIRED FOR: Mechanical Electrical Plumbing Gas Piping City of Tukwila BUILDING DIVISION EX. 6" STL STUD DEMISING WALL • •, 1 1 1 IAA . w • 5/5" GYP. BD. (TYPE 'X' A FIRE RATED WALLS.) REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. 1. CONC. SLAB ON GRADE SECTION PLANNING APPROVED • No changes can be madato these plans without approval from the naming Division of DCD APProved BY: V,g Date. ._..._. RELOCATE EX. GAS METERS — / -' -6 12' 3 F 01 2f • ■ SPACE 730 • • SAW CUT FOR NEW 12' X 8' WINDOW SCALE: 1 /16' =1'0" REMOVE EX. UNIT HEATERS EX. ELECT. REMOVE EX. RESTROOMS - RELOCATE EX. HOSE BIBS 34' 125' I1 DEMOLITION PLAN REVIEWED FOR CODE COhilIDUANCE APPROVED I: JUL 2 7 2009 City of ti kwtla BUILDING DIVISION FILE COPY Permit No. 9D --Wk Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved z Is acknowledged: BY j City Of 1Ukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUN • 3 0 2009 PERMIT CENTER 01 w 0 a m lY 2 H E N a , o T -1 E-� U� <4 <4 a 0 <4 cYD z \ \Wkst -4 \Documents \CAD \2003 \0369 BREKKE PROP \SUITE 730 CD \T 1,T -2,T 3.DWG, 6/30/2009 8:57:22 AM, Desigr%et 500 MAIN.pc3 IL'IIIi II IIII;III_ NEW R -21 BAIT INSULATION W/FS 25 FACNG NEW 6" X 25 GA STL. STUDS qy APOOR BARRIER AND Sm BD. ADJUST PIPING AS READ. 0� � ki tik... _au_ 141, Aft._ _lb, iii . A■ _ , , 4 :gib, ; 20 '144 7 ;4' ∎A � � '' , ; �l' , • EX GAS METERS • TO BE RELOCA 6'4' , 12' 6' -6" 2. EX. 515 (RELOCATE) LIE ST ELEVATION EX. GAS METERS (RELOCATE) SCALE: VI6" CONT. CAULK EX. SLAB ON GRADE EX HOSE 515 (RELOCATE) SLOPED SOFFIT EX STAIRS .. _ NEW iZtU X ST ALUM. STOREFRONT, INSULATED U.0.45, CLEAR GLASS MAX. SIZIC 0.45 4' -2" ■ WALL SCHEDULE: m NEW 6 "X25 GA. 5TL. STUD WALL TO 10' OF %" GYP. BOARD W/ R -2I INSULATION TO 10', R -2I STICK PIN INSULATION • 10' TO ROOF, VAPOR BARRIOR ON WARM SIDE. (Us 0.05) m NEW 6 "X20 GA. STL. STUD • 24" O.C. FOR 26' HEIGHT, FULL HEIGHT TO ROOF DECK W/ BA" GYP. BOARD EA. SIDE NON - INSULATED, PAINTED WINDOW SCI- EDULE: NEW THERMALY BROKEN WINDOW TO MATCH EX WINDOW • USA BABY (Ua0.45) NM. I. THE EXIT SIGNS SHALL BE ILLUMINATED W/BATTERY BACK -UP AND EMERGENCY LIGHT 2. 'PROVIDE EMERGENCY LIGHTING W/ BATTERY BACK -UP TO MEET CODES. r EX. US,4 BABY (HEATED) \- PATHWAY LIGHTING PATHWAY LIGHTING PLACE, TENANT PROVIDED AND INSTALLED. PATHWAY LIGHTING [T4 PATHWAY LIGHTING EX. WAREHOUSE (1135 5.F.) O O EX. LOADING DOCK NEW WINDOW DEMO CONCRETE WALL (1M 15' -3" PATHWAY LIGHTING 4 I PATHWAY NEW HEATED ENVIRONMENT LIGHTING NEW R -21 BATT INSULATION 4 EX. ROOF DECK, FS 25 FACING PA?NUAY EX FULL HEIGHT LIGHTING DEMISING WALL fl PJTEPART4 BOLTED, FIXED N PATHWAY NEW BULK RETAIL (6,25MP OCC. 6,150 1/30 : 208 OCC 208 X .15" : 31" WIDTH NEW HEATED ENVIRONMENT NEW R -2I BATT INSULATION EX. ROOF • DECK, FS 25 FACING SEE BLOW -UP T -3 PREVIOUS OFFICE FUTURE PARTITION BOLTED, FIXED N PLACE, TENANT PROVIDED AND INSTALLED EX. LANDSCAPE 4 EX. GAS METERS TO BE RE OCATED ANDOVER PARK EAST SCALE: 1/16' =1'0" rel D EXIT D EXIT NEW FLOOR PLAN tO9I(7 D- C PATHWAY LIGHTNG P— EX. OFFICE 1 EVI WEpp R CE PROVED CORD COMPLIAN AP JU 2 7 2009 h� Tukwila B PATHWAY LIGHTING EX =lag RJRNITURE (HEATED) EX LANDING UP CI o: BUILDING nnne n.. City o_ UILDINGDIVIS ON EX. FULL HEIGHT DEMISING JJALL - UP EX H.0 RAM NO CHANGE RECEIVED CITY OF TUKWILA JUN 3 0 2009 PERMIT CENTER a N z z U U) T -2 <4 O O \ \Wkst -4 \Documents \CAD \2003 \0369 BREKKE PROP \SUITE 730 CD \T 1,T -2,T 3.DWG, 6/29/2009 5:09:00 PM, DesIgNet 500 MAIN.pc3 SCALE: 1/4"=1'0" FLAT STUD BRACING FROM WALL TO WALL, MAX SPAN 8' FOR UNBRACED WALL 6" WC (I 5/8" FLANGE) AT 2' O.C W/ TOP STIFFNER AT MID -SPAN CONT. (43 PLF) PROVIDE EXHAUST FAN TO OUTSIDE, TIE TO LIGHT SWITCI4 PER MECH. CODE REFLECTED CEILING • • NOTE: POST "N N STORAGE ABOVE" SIGNS ON EACH WALL Q [ SIDE DOOR SCHEDULE GYP. BD. PAINTED SEMI- GLOSS Erbf1EL PLASTIC LAMINATE WAINSCOT 11/4" DIAGRAB BARS HORIZ AND VERT. RESTROO SCALE: 1/4 '=1'0" INSULATE EXPOSED WATER SUPPLY LINES AND DRAINPIPES UNDER LAV. NO SWARPOR ABRASIVE SURFACES SHALL BE EXPOSED UNDER NE LAY. 4 FLOOR EX CCNC. BASE: 4" RUBBER BASE WALLS: GYP. BD. PANTED (EE) CEILING: EXP. TO STRUCTURE ROOM SCHEDULE 1,2 FLOOR SWEET VINYL BASE: b" COVED SHEET VINYL WALLS: 4' PLATIC LAM WAINSCOT ALL WALLS GYP. BD. PAINTED (SGE) ABOVE CEILING: GYP.BD. PAINTED (SGE) 3 FLOOR CARPET BASE: 4" RUBBER BASE WALLS: GYP. 8D. PANTED (EE) CEILING: GYP.BD. PAINTED (EE) WINDOW SCHEDULE: . ® NEW 4'X4' BINDLE GLAZED UNIT IN k MIL PAINTED FRAME (SAFTEY GLASS PER CODE) GO NEW 2'X4' SINGLE GLAZED UNIT N k MIL PANTED FRAME (SAFTEY GLASS PER CODE) LEVER vl ELEV. LIGHT BAR 3 ' MIRROR FRONT 1,2 NEW 3' -0" X 1' -0" S.C. WOOD DOOR W/ PANTED METAL FRAME W/ 11/2 PAIR BUTTS (HINGE CLOSER), PRIVACY LOCK, WALL STOP, SILENCERS 3 NEW 3' -0" X 1' -0" S.C. WOOD DOOR W/ PANTED METAL FRAME W/ 11/2 PAIR BUTTS, LOCKSET, WALL STOP, SILENCERS 4 NEW 3' -0" X 1' -0" S.C. WOOD DOOR W/ PANTED METAL FRAME W/ I I/2 PAIR BUTTS, PASSAGESET, WALL STOP, SILENCERS WALL SCHEDULE: © NEW 3 1/1 "X20 GA. STL. STUD WALL TO 10' AM PERIMETER, TO CEILING INSIDE WITH %" GYP. BOARD E.S. (WATERPROOF GYP. BD. N RESTROOMS) ® NEW 3 1/2" X 20 GA STL. STUD. 24" O.C. TO 10' AFF W/ 5/8" GYP. DD. EACH SIDE NOTE: I . THE EXIT SIGNS SHALL BE ILLUMINATED al/BATTERY BACK -UP AND EMERGENCY LIGHT 2. PROVIDE EMERGENCY LIGHTING W/ BATTERY BACK -UP TO MEET CODES. n . v t LEVER HANDLED FAUCETS MID. WITHIN II" FROM FRONT OF LAV. I) 0 9%. I 1 FLAT STUD BRACING FROM WALL TO WALL, MAX SPAN 8' FOR UNBRACED WALL TYR. 30"X48 CLE AR4NCE RR 7 TYP. 42 X 54" GRAS BAR TYP. 5'X5 CLEARANCE TYP. 5' DI A. RADIUS NOTE: POST "NO STORAGE ABOVE" SIGNS ON EACH WALL FLOOR PLAN RR SCALE: 1 /4' =1'0" 10' r- N REVIEWED FOR CODE COMPLIANCE APPROVED JUL 2 7 2009 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWLA JUN 3 0 2009 PERMIT CENTER mo m oz � a 3 Z O• a3 W h oe c0 ond U z z T -3 H H U� a 0 z 0 \ \Wkst -4 \Documents \CAD \2003 \0369 BREKKE PROP \SUITE 730 CD \T 1,T -2,T 3.DWG, 6/29/2009 5:09:52 PM, Design]et 500 MAIN.pc3 f2 3x413x 0' -10" 4 "0 EXP. BOLT EMBED 4" IE 3)0 O' -10" 3 "0 EXP. BOLT EMBED 4" HSS 6x6 SECTION C -1 SECTION B -1 SECTION A -1 HSS 5x5 iV V4 12 CORNER OR PILASTER 5 EQ. SPACES Fl fl D -1 P1 m 4 3'-0 SCALE: /s" = 1' -0" 4, 11" d x' 8x1/2x O' -11" W/4 -44"0 EXP. BOLTS SCALE: 3/4" = 1' -0" SECTION E -1 SCALE: N" = 1' -0" HSS 3x5x43 c I N L3X3X1/4 X 1' -3" W/ 4 3/4' DIA EXP BOLTS - EMBED 4' 3 /4"0 EXP. BOLT EMBED 4" L 3x3xY4 x O' -3" HSS 5x5x SECTION D -1 %4'O EXP. BOLT EMBED 4" V4 L 3x3xY4 x 0' -3" TOP & BOTTOM HSS 5x5xY8 SCALE: '/s" = 1' -0" CODE: IBC, 2006 i CORNER OR PILASTER m 4 6 EQ. SPACES rt N i m N E -1 4" UVE LOADS: ROOF....25 PSF (SNOW) EARTHQUAKE DESIGN DATA: IE = 1.0 SEISMIC USE GROUP = I SITE CLASS: D SEISMIC DESIGN CATEGORY: D CONCRETE: f'c = 2500 psi MAX. SLUMP = 4" PLUS OR MINUS 1" MINIMUM 5 SACKS CEMENT PER CU. YARD PANEL ELEVATION H -1 PANEL ELEVATION G -1 G E N E R A L N O T E WIND...85 MPH, EXPOSURE B MIXING AND PLACING OF ALL CONCRETE SHALL BE IN ACCORDANCE WITH THE UBC AND ACI CODE 318, LATEST EDITION. PROPORTIONS OF AGGREGATE TO CEMENT SHALL BE AS SUCH TO PRODUCE A DENSE, WORKABLE MIX 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. REINFORCING STEEL: ALL REINFORCEMENT SHALL CONFORM TO ASTM A615 -82 (S -1) EXCEPT AS NOTED FOR WELDED REBAR. SLAB DOWELS SHALL BE GRADE 40 (fy = 40,000 psi). OTHER REINFORCING SHALL BE GRADE 40 OR 60. LAP CONTINUOUS REINFORCING BARS 36 BAR DIAMETER IN CONCRETE, r-7" MINIMUM UNLESS NOTED OTHERWISE. CORNER BARS (1' -7" BEND) WILL BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. DETAIL STEEL IN ACCORDANCE WITH THE ACI DETAILING MANUAL. COVER TO REINFORCEMENT TO BE: FOOTINGS 3 INCHES FORMED SURFACES -- WEATHER FACE....1 1/2 INCHES INTERIOR FACE 3/4 INCHES EARTH FACE 2 INCHES STRUCTURAL STEEL: TUBE COLUMNS SHALL CONFORM TO ASTM A500 GRADE B (fy = 46,000 psi). PLATES SHALL CONFORM TO ASTM A -36 (fy = 36,000 psi). WELDS NOT SPECIFIED SHALL BE 3/16" CONTINUOUS FILLET MINIMUM. ALL WELDS TO BE BY W.A.B.O. CERTIFIED WELDERS. USE FRESH E70 ELECTRODES. SUBMIT SHOP DRAWINGS TO ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF STRUCTURAL STEEL. MACHINE BOLTS TO BE A -307. FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH AISC FABRICATION AND ERECTION SPECIFICATION AND CODE OF STANDARD, CURRENT EDITION. EXPANSION BOLT: EXPANSION BOLTS TO BE SIMPSON STRONG -BOLT WEDGE ANCHOR CONFORMING TO ESR -1771. SPECIAL INSPECTION REQUIRED. SPECIAL INSPECTOR MUST BE ON THE JOBSITE CONTINUOUSLY DURING ANCHOR INSTALLATION TO VERIFY ANCHOR TYPE, ANCHOR DIMENSIONS, HOLE CLEANLISNESS, EMBEDMENT DEPTH, DRILL BIT DIAMETER, HOLE DEPTH, AND TIGHTENING TORQUE. ( TWO NEW OPENINGS CUT IN CONCRETE PANELS G -1 0 BUILDING PLAN Z SCALE:. 118" = 1' -0" n 1)0 REVIEWED F 1 CODE COMPLIANCE APPROVED JUL 2 7 2009 City of Tukwila B UILDI - -I NG DIVISION RECEIVED CITY OF TUKWILA JUN 3 0 ZOOS PERMIT CENTER TEL. (206) 285 -4512 FAX (206) 285 -0818 CT ENGINEERING INC CONSULTING ENGINEERING 180 NICKERSON ST., SUITE 302 SEATTLE, WASHINGTON 98109 � rn rn c0 CO CO I I In c\1 0 0 _� Lv Z O X 2 < O LL I- m el= 0 S -1 OF 1