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HomeMy WebLinkAboutPermit D10-352 - KOTIS DESIGN - TENANT IMPROVEMENTKOTIS DESIGN 1165 ANDOVER PK W BUILDING B D1O-352 City o'ukwila 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 Parcel No.: 3523049097 Address: 1165 ANDOVER PK W TUKW Suite No: Project Name: KOTIS DESIGN DEVELOPMENT PERMIT Permit Number: D 10 -352 Issue Date: 03/24/2011 Permit Expires On: 10/11/2011 Owner: Name: WALTON CWWA SOUTHCENTER 4 L Address: C/O CTMT - WALTON RE TAX , 4678 WORLD PARKWAY CIR 63134 Contact Person: Name: LEZLIE PLASTINO Address: 631 STRANDER BL - SUITE G , TUKWILA WA 98188 Contractor: Name: ALEXEEV CONSTRUCTION Address: PO BOX 731152 , PUYALLUP WA 98373 Contractor License No: ALEXECS934P9 Phone: 206 575 -0765 Phone: 253 230 -4788 Expiration Date: 10/29/2011 DESCRIPTION OF WORK: ADD NEW NON - BEARING WALL, .ADD (3) DOORS, INFILL PORTION OF NON - BEARING WALL, AND ADD OPENINGS IN NON - BEARING WALL. Value of Construction: $5,000.00 Fees Collected: $432.95 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2009 Type of Construction: IIIB Occupancy per IBC: 0024 Electrical Service Provided by: * *continued on next page ** doc: IBC -7/10 D10 -352 Printed: 04 -21 -2011 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: N Number: 0 N Start Time: Volumes: Cut 0 c.y. Start Time: Size (Inches): 0 End Time: Fill 0 c.y. 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: 4—)4 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 do - s not pc construction or the perform. e + k to this permit. Signature: Print Name: ume to give authority to violate or cancel the provisions of any other state or local laws regulating I am authorized to sign and obtain this development pe and . gree to the conditions attached ev Date: ©�' 21 11 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: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 6: 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. doc: IBC -7/10 D10 -352 Printed: 04 -21 -2011 7: The special inspections for steel element. buildings and structures shall be required. Welding shall be done by a Washington Association of Building Offici .rtified welder. 8: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 9: 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 a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 17: 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) 18: 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) 19: 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) 20: 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. (EEC 906.5) 21: 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) 22: 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) 23: 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) 24: 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) doc: IBC -7/10 D10 -352 Printed: 04 -21 -2011 25: Exit hardware and marking shall meet tlequirements of the International Fire Code. illIChapter 10) 26: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress 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) 27: 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) 28: 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) 29: 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) 30: 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) 31: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinlder heads. (IFC 901.4) 32: 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) 33: 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. 2050). 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 #2051) 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 #2051) (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: 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. 38: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 39: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 40: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: IBC -7/10 D10 -352 Printed: 04 -21 -2011 City oTukwila 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 Parcel No.: 3523049097 Address: 1165 ANDOVER PK W TUKW Suite No: Project Name: KOTIS DESIGN DEVELOPMENT PERMIT Permit Number: D10 -352 Issue Date: 03/24/2011 Permit Expires On: 09/20/2011 Owner: Name: WALTON CWWA SOUTHCENTER 4 L Address: C/O CTMT - WALTON RE TAX , 4678 WORLD PARKWAY CIR 63134 Contact Person: Name: LEZLIE PLASTINO Address: 631 STRANDER BL - SUITE G , TUKWILA WA 98188 Contractor: Name: ALEXEEV CONSTRUCTION Address: PO BOX 731152 , PUYALLUP WA 98373 Contractor License No: ALEXECS934P9 Phone: 206 575 -0765 Phone: 253 230 -4788 Expiration Date: 10/29/2011 DESCRIPTION OF WORK: ADD NEW NON - BEARING WALL, ADD (3) DOORS, INFILL PORTION OF NON - BEARING WALL, AND ADD OPENINGS IN NON - BEARING WALL. Value of Construction: $5,000.00 Fees Collected: $369.95 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2009 Type of Construction: IIIB Occupancy per IBC: 0024 Electrical Service Provided by: * *continued on next page ** doc: IBC-7/10 D10 -352 Printed: 03 -24 -2011 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: Permit Center Authorized Signature: N Date: 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 f w• , 1) . am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. • Signature. Print Name: °C1 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. Date: ip3 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: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 6: 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. doc: IBC -7/10 D10 -352 Printed: 03 -24 -2011 7: The special inspections for steel element uildings and structures shall be required. /11 elding shall be done by a Washington Association of Building Offici rtified welder. 8: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 9: 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 a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 17: 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) 18: 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) 19: 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) 20: 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) 21: 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) 22: 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) 23: 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) 24: 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) doc: IBC -7/10 D10 -352 Printed: 03 -24 -2011 25: Exit hardware and marking shall meet tequirements of the International Fire Code. ("Chapter 10) 26: 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) 27: 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) 28: 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) 29: 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. 2050). 30: 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) 31: 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) 32: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 33: 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. 34: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 35: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 36: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: IBC -7/10 D10 -352 Printed: 03 -24 -2011 CITY OF TUKWILA" Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 lily' /i }rtr+r.ri,luli }rile. �ru.�r. Building Permit No. 1 l V 'sue 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 ** SITE LOCATION 9'1. '00_13 - Doti LiR)4I.. (� p , ,K,i�ng Co Assessor's Tax No.: Site Address: 111�_,�,,�� 1 f 12K � t , < 71.P 6 Suite Number: Floor: Tenant Name: 1(011C, t����lt+ ,,{., New Tenant: O....Yes ❑ ..No Property Owners Name: G' CV■1N. 1P 1- d Y 4lam, % 111,100 Mailing Address: �1 Mil NM mW { %ul City t State 6181gbib Zip CONTACT PERSON — who do we contact when your permit Is ready to be issued Name: Mailing Address: 1 54-aim04- , E -Mail Address: ter__ I ie P @ v r V► • CO" " ` Po ',0 Day Telephone. S/S —O7 65 kUcwr lei, In/ City zip Fax Number: (WO 51 S state rto� A. GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5) e zev C;ovt �-h-t cc1-1'o Company Name: Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: 0 3I1-C2 eJc eV vvi ecsl r• vl City Day Telephone: Fax Number: Expiration Date: �0 /29/x // 1 ARCHITECT OF RECORD — All plans must be wet stamped by Architect of Record IUD' Company Name: Q 1)Ei'1 k Mailing Address: I ( MOM J� 9`..1 Contact Person: } vio 6a 1, E -Mail Address: c t k k h le c2 t1 keht&lc YGl1 • CO it City State ZiP Day Telephone: 1019433' ' U014 Fax Number: 411O" -6.3(0 ENGINEER OF RECORD — All plans must be wet stamped by Engineer of Record Company Name: Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: Q :WppIicatioiulForm>t- Amlicatinax On Ii 3.2006 - Permit Application. due Rcviacd: 9.2006 bh State Zip Page 1 of6 BUILDING PERMIT INFORMATION — 206 -431 -3670 Valuation of Project (contractor's bid price): S %CM, Scope of Work (please provide detailed information): 4490 NEB fti 1i'IJ Df 0014- 1 Uubw App CFO-1104S 6N Existing Building Valuation: S "1 d-E.brl. Obrt- es¢e1 VW- M O 3 cam, ti i flt 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): 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: 110 eFka k etli Compact: Handicap: Will there be a change in use? ❑ Yes No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ig Sprinklers tgl Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hamrdous 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 Safe. Data Sheers. 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. QMpplicalionf\Fom►Applic liam On rincU 2(706 - Permit Applicanondoc Rcviacd: 9 -2006 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1" Floor ICe105 �— 111-p }� r✓' ,111 �it�(J 2°° Floor 3`d 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): 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: 110 eFka k etli Compact: Handicap: Will there be a change in use? ❑ Yes No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ig Sprinklers tgl Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hamrdous 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 Safe. Data Sheers. 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. QMpplicalionf\Fom►Applic liam On rincU 2(706 - Permit Applicanondoc Rcviacd: 9 -2006 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 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. BUILDING W OR AUTHORIZED AGENT: Signatur / Date: I IZ71 Print Name: LA Tt sti &,QQQir LLNJ Day Telephone: 2,0 (9 •676 • pi (9 S Mailing Address: (9bt 670 ANAZ,`t,,Q 2 t .v[) ST•re C1 ' CUK.I,ALra L (�k City State ZiP Date Application Accepted: \ [�"i 2A \,t Date Application Expires: �� I n 1 1 Staff Initials: Q:Wppl ications \Form - Applicaticnx On Linc\1 -2006 - Pcnnil Applimtion.doc Revised: 9 -2006 bh Page 6 of 6 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.tulcwila.wa.us RECEIPT ParcelNo.: 3523049097 Permit Number: D10 -352 Address: 1165 ANDOVER PK W TUKW Status: ISSUED Suite No: Applied Date: 12/29/2010 Applicant: KOTIS DESIGN Issue Date: 03/24/2011 Receipt No.: R11 -00768 Payment Amount: $63.00 Initials: WER Payment Date: 04/21/2011 09:03 AM User ID: 1655 Balance: $0.00 Payee: 0 ALYEKVEYEV TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 021850 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: 04 -21 -2011 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 Parcel No.: 3523049097 Address: 1165 ANDOVER PK W TUKW Suite No: Applicant: KOTIS DESIGN RECEIPT Permit Number: D10 -352 Status: APPROVED Applied Date: 12/29/2010 Issue Date: Receipt No.: R11 -00574 Payment Amount: $63.00 Initials: WER Payment Date: 03/24/2011 09:48 AM User ID: 1655 Balance: $0.00 Payee: 0 ALYEKSYEYEV TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 024030 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: 03 -24 -2011 I 110 1 C 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 Parcel No.: 3523049097 Address: 1165 ANDOVER PK W TUKW Suite No: Applicant: KOTIS DESIGN RECEIPT Permit Number: D10 -352 Status: PENDING Applied Date: 12/29/2010 Issue Date: Receipt No.: R10 -02577 Payment Amount: $306.95 Initials: JEM Payment Date: 12/29/2010 09:20 AM User ID: 1165 Balance: $0.00 Payee: ALEXEEV CONSTRUCTION SERVICES LLC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 7843 306.95 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE 000.322.100 000.345.830 640.237.114 Total: $306.95 183.30 119.15 4.50 doc: Receiot -06 Printed: 12 -29 -2010 INSPECTION RECORD Retain a copy with permit ') t J .-3cL._ INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION K' 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 ' ►.•• Project: Mart Type sf Inspectio : ' L v.cuter Address: E (Os AV/c- »e W Date Called: l` Special Instructions: 0� ( S 0 A Li.... 1A N f AO Date Wanted• /-----,?-7,--7, ..v 6 _ -fiap ' a.m. ( Requester: S %,sfa�✓ 1I6/ 44°, NC Phone No:� ` G v_ `[ &/O Approved per applicable codes. a Corrections required prior to approval. COMMENTS: -/-) ,YT r/ (221? ' l` /-----,?-7,--7, ..v 6 _ -fiap ' -e- 1 S %,sfa�✓ 1I6/ 44°, NC // - /t �f /( / 3) F Doi i v -- /4✓P� Yr i' )nspec J Date� /` PECTION FEE REQUIR D. Prior to dxt inspection. fee must be at 6300 Southcenter Blvd.. Suite 100. all to schedule reinspection. Ot0 -352, J•.°'..-rtw .- .p r r. :'iv iw-'wer - r z.1.7 - c. rl.ri+� R" �• -: 7w.- - �.� ;-,,. ; . e.. .- y-N.. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. G CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Projegtr �� c G Ai ' J ecQt n Type o''. 1 ik 6 - -d:: Address: ..J-1 I t H,C ANDovis w Date CaIlle • Special Instructions: 3J p--)-1 re l� VP/ Al Date Wanted ` I 1 ( . pm. Requester: v 4 ---,---o Phone .. Z ! 2- � S--i 36 f Approved per applicable codes. Corrections required prior to approval. J • COMMENTS: /i r ; ,� " 4 eprd u I v 4 ---,---o ^:`-J /- AR-c/- T - ( C o i-- — Vk1 : IN a / eJ r J r A n Insp etor: Date ri REINSPECTION FEE REQUI D rior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. J INSPECTION RECORD Retain a copy with permit INSPEC NO. PERMIT NO. ITY OF TUKWILA BUILDING DIVISION 6300 Sout center Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: ! O r S 4F-176A./ Type of Inspection: r 77A'G Address: /_i' 4 5 AA /bowie "tz_ t/ Date Called: Special Instructions: . Date Wanted:` 1i—/ /-- /% p.m. Requester: Phone No: ,ta s 3O - 4/7.88 • tl Approved per--applicable codes. Corrections required prior to approval. • COMMENTS: t f4 -S ,mote_ Sp LirArPeabr ou nspec¢or: Date:/ 1/ ri E REINS P CTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. ...p• .: 6 • •• , R`itg7i.. • INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Project: // �f? ` ( Type of Inspection: `.f`.+ /er' /G Address:, Date Called: / i Special Instructi ns. f :ya / Date Wanted (j•—�/ j a.m. - ,('' Requester: Phone No: ElApproved per applicable codes. El Corrections required prior to approval. 'Z f COMMENTS: /2,4.. ///9 zi-34// ivA 4jet44• ct/e -i 1 / T h °/is' -- ev.vle �, (4/.. /4 i ,o' • ll iizA' ►1% /. / r9 /%e i ? G%a -o++ Inspector: / Date3-8-1/-- // �✓ ri$60.00 REINSPECTION FE REQUIRED. Prior to inspect] n, fee must be paid'at 6300 Southcenter'Blvd., Suite 100. CaU,.to schedi ' a reinspection. Receipt No.: 'Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION tz- 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: • / <d '5 06.5-/4A/ Type of Inspection: �/�Ar'' / /6 Address: - / /6. /9A/bdr/ P/e Date Called: — Special Instructions: Ul � 4`718.2,.5 -a/ Date Wanted: �+ / Cr*„ 7 `/ P- Requester: Phone No: ...25 3- 073 -L/74q E1Approved per applicable codes. a Corrections required prior to approval. COMMENTS: 4. e /f/- //s 47,?oev40/ ,a/o P0;j Date: 3 -., S -/ n ,, FEE REQUI ED. Prior to ext inspection. fee must be at 6300 Southcenter Blvd.. Suite 10 . Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECOR Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: a \ 5 DeS 1 S>r-, Address: Suite #: I %5 - r\A ov-ikc -��c VAO Special Instructions: Approved per applicable codes. Type of Inspection: Er5A,11 L �- Contact Person: ni Lc-. Phone No.: Corrections required prior to approval. COMMENTS: c w\ s I Sprinklers: Fire Alarm: �-' _ Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: c71:), wt.k.c V, L; s\ ,,k--,-„, S o \ 1 A A.V -e c `k_552, •- -- -• u _. ( Needs Shift Inspection: c w\ s I Sprinklers: Fire Alarm: �-' _ Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: c w\ s I Date: 7 \ ± Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of FuI ila Etgance De artment CaJI to sc edpie- ,r�efi /��`ohi Billing Address I Attn: 1 Company Name: Address: City: Stater Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 Cz) INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit Of - 03'7 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407- Project: k a 4-1, 5 0e. 5 , 7 yl Type of Inspection: F - :: 1::',.?,./ Address: i / 6 5 1-9-P Lo. Suite #: Contact Person: Special Instructions: Phone No.: Approved per applicable codes. k Corrections required prior to approval. COMMENTS: Sprinklers: Date: Fire Alarm: Hood & Duct: / Monitor: Pre -Fire: Permits: %�j d+scc1- a cot---,4 e,"' ,%° eci i+yAY74 '�'e Needs Shift Inspection: Sprinklers: Date: Fire Alarm: Hood & Duct: / Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: .r M y Date: , / /i' /ii 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: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSP;CTION 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: . i<0 I- J-eS /ii Type of Inspection: g /t- Address: Jhc- Suite #: A 9 (J Contact Person: ),e21i -, Permits: Special Instructions: Phone No.: ' - , .Approved per applicable codes. 1orrectkns required prior to approval. COMMENTS: 10 4 ---o - 12.-P.i' l C4- c _Ova. E f Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: inspector: Sr-D_—. Date: _5�/7// / Hrs.: y- if,i,mi . $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit -CA -352- (:) PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT ;t TiikwiI W. 981R8 206-575-4407 Project: , -, . k -s 5 v-, Fire Alarm: Type of Inspection: \--A r g- 5P1.: z 0,-A e,(- 1 0 \. 5 Address: \ ' — Suite #: ''‘ 6.J.....) 1-17\-% Y‘ (‘Ys) 4--`.C. ,,_ `...nr—s \ Contact Person: 1 _ . ) — -e 7 i ' -E' . ki 11 C '''' 5:71 Special Instructions: Phone No.: 1; .23 - - . cf; - 1 ‘,5(,--) Approved per applicable codes. cr —Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre-Fire: Permits: Occupancy Type: ------N --,---. , (.._ ) C L:..1? .— ! .......2.0- • ..._....- ._...t __ ...... .,.._,,,.. "s. ...1. I ) ;:,,e• ,..-. le. 4 ,,...._ 1>I (.....tc..... , :, I A', C\47..--:.. 0.,, e ,i t,.., - :::1 „...„ . - ..)1'-\ 2... \ \.4"---. .....7\7t) 1 1 --,'” ......... —, 111 -- . ....". 1..***7 --.....--..... ‘ \ ta ,!.- !.-i-t: 5 \ _a— C-=' - \ t,c .s.::., -___:,-4.-7.,,,,,, r.T.I..---....- „...,, . • %.,„_;`)v--, - , C.:, \ \ 1 . , , Fi -, .., ,.., 0 "--,.... _Lt.: . , •._... , ...,„D ;''a ... '.., 2.,) ; v , I -, I ._..: 1 --I e-e ':.,_,. e -y-,:-\ _P. r- ;,--., e- ...a ■,., „N < V, '1.. '. 'Y''.. #) ''.--4:1.- '''- - r c-* \...., . 01/1-,1 - / .0 , A-k-----c ,,, ce...-4-4.. ...,, ,z.5p%. "...< ' ---". ',..:-"ss ".-is.‘ ) .---.... ,, ." 't...-.)n ...f.,:,,' f..,. .1.;-",---. ,-" ',, .,/ .,,,... ..,„ : ..;:‘, ! 1.,, , ...7i/' . , Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre-Fire: Permits: Occupancy Type: Inspector: k , Date: Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 I N C March 7, 2011 David Kehle, Architect 1916 Bonair Drive SW Seattle, WA 98116 FILE COPY pprmft No. , Re: Kotis Design 1165 Andover Park West Tukwila, Washington Cutting New Door Dear Dave, I have visited this project site to provide a structural review of the location of the new proposed man door. The wall in which the door is to be cut is ttlt up concrete, with a pilaster at the ends of each tilt up panel. This door, which is approximately 3' x 7' may be cut in the concrete panel without any additional reinforcement being added. I have showed the location of the door on the attached sketch S1. The new stair will be designed by the manufacturer and we will review the shop drawing pror to submitted for permit as a deferred submittal. I have showed the foundation on sketch S2. Concrete strength 2500 psi. Sincerely, Rick Hudson, S.E. Structural Engineers 180 Nickerson Suite 302 Seattle, WA 98109 (206)285 -4512 Fax: 285 -0618 REVIEWED FOR CODE COMPLIANCE ADD nVFD MAR 222011 City of Tukwila BUILDING DIVISION C ,TME,� REVISION NOJ PERMITC� 2011 1p I O •••••-• ScL Project: K O^rt tS. 1 £ 5 CrICIC9 V-eV h'a F — W • Client: --"D •' k LQ-- Y 1 vcAn 1 ct 180 Nickerson St. Suite 302 Seattle, WA ^� 98109 Date: i ` (206) 285-4512 G FAX: Page Number: �7 (206) 285 -0618 E_xtsT' Iry (., TLLT- Ur C.O (N C42- pA-N Exl-, 1 tJc., P l Lh-STf2 -5 2 0 FIZ-0 vo PiL.s T — t�1J m Pc N DO o 2 i/ • wr Fip-vm 5\�� r w11°rrZGtl-�T�..�T N i-W- t 0 f2 V1 No-E NoTE S PM &vT N v t-COR- dt0w N • p.1 O PDT So p Reau t R g , Structural Engineers rr -4 c� Project: Client: bin Le &hE4ec,+ crr k . at2: Page Number: S 6� 180 Nickerson St. Suite 302 Seattle, WA 98109 (206) 285-4512 FAX: (206) 285-0618 r v N oa bbg- 's -011 O 61 LIA ?*D ooflNCa O fi 51-0`" X (s,'- (v`X 2�-° 1/FR P SI. Ed 1 h-124 CF CONcAf TF 50' 2500 r 50k-o'-mIN 7)1-0"Y 3' -()4 li 2 -v tut Structural Engineers 2006 Washington State Nonresidential Energy Code Compliance Form Interior Lighting Summary 2006 Washington State Nonresidential Energy Code Compliance Forms LTG -INT R Project Info Project Address �/„,�}� s I� i ►i ► I��f Date I�z`�l w 11 e5' 4��vvl t' r� l.� ,`�w11! V&A For Building Department Use r^ t 3 PI( • ; "e,.,,l . rt Applicant Name: viyi n .-Ke C2-, 1�tL� `t�A,v6v,t.ti Applicant Address: 1611�ye y 1 /�i 'Yr/�1<, i , `..-_.P Applicant Phone: ,Q , _4,_ 4,61 Project Description ❑ New Building ❑ Addition ►.4 Alteration ❑ Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option '' 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) No changes are being made to the lighting ❑ Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Maximum Allowed Lighting Wattage Location (floor/room no.) Occupancy Description Allowed Watts per ft2"* 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 /room no.) 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, Tamp 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, Tamp, 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, ��+ wv sting devices or of the transformer. CODE1 � > . Et lighting, note section and exception number, and leave Watts /Fixture blank. REiCEIV �� • CITY OF TU LA APD AVFD DEC 2 9 2010 Ft:. Ft:3 2 2 201 PERMIT CENTER A.s-City of Tukwila BUILDING DIVISION 1>052_ 2006 Washington State Nonresidential Energy Code Compliance Form Envelope Summary 2006 Washington State Nonresidential Energy Code Compliance Forms Climate. Zone 1 ENV-SUM: Revised July 2007 Project Info Project Address Date lZ 1Z7 i lb //ffH I I I P < A & A I ' - ` • For Building Department Use Applicant Name: a1 lit l l it I 1 �'� L. FID��„)'tl t '' iQ Applicant Address: I �n hV W A.Frt. 1» , �l i10 I' Iti l Applicant Phone: ,e) 3 - q 14_, Project Description ❑ New Building ❑ Addition Alteration ❑ Change of Use Compliance Option. ❑ Prescriptive ❑ Component Performance (See Decision Flowchart (over) for qualifications) ❑ Seattle EnvStd ❑ Systems Analysis Space Heat Type 0 Electric resistance I iAII 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 (rough opening) (vertical & overhd) Electronic version: these values are automatically taken from ENV -UA -1. Gross Exterior divided by Wall Area times 100 equals % Glazing X 100 = Concrete/Masonry Option O yes es!? no Check here if using this option and if project meets all requirements for the Concrete/Masonry Option. See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying assembly below. Semi - Heated Path O yes O no Check here if using semi - heated path and if project meets all requirements for semi - heated spaces as defined in section 1310. Requires other fuel heating and qualifying thermostat. Only wall insulation requirement is reduced (2008 change). Only available in prescriptive path. Envelope Requirements (enter values as applicable) Minimum Insulation R- values Roofs Over Attic All Other Roofs Opaque Walls' Below Grade Walls Floors Over Unconditioned Space Slabs -on -Grade Radiant Floors Maximum U- factors Opaque Doors Vertical Glazing Overhead Glazing Maximum SHGC (or SC) Vertical /Overhead Glazing 1. Assemblies with metal framing must comply with overall U- factors Notes: e, i` i-lC 2 buisoluci EiVElopt, 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 2 9.0 Btu /ft2•°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) U- factor 2006 Washington State Nonresidential Energy Code Compliance Form Envelope Summary (back) 2008 Washington State Nonresidential Energy Code Compliance Forms Climate Zone 1 ENV -SUM Revised July 2007 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: ( START 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) Below Grd Wall (oth) Roof Over Attic All Other Roof Raised Floor Slab -On -Grade Radiant Floor Opaque Door R -10 R -19 R -30 R -21 R -19 R -10 R -10 U -0.60 N 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 W/ft2 of the gross conditioned Floor area. Exception: Heat pumps and terminal electric resistance heating in variable air volume distribution systems. Yes Yes AG Mass Wall Insulation Req. Mass Wall CMU Block Wood Frame Metal Framed U0.15/R5.7ci Ins. Cores R19 R19 No Yes Glazing Criteria Met? Glazing Vert OH Area% UVaI UVaI SHGC 0 -30% 0.55 0.70 0.45 30-45% 0.45 0.60 0.40 >45% Not Allowed Yes All Insulation Installed? Below Grd Wail (ext) Below Grd Wall (oth) Roof Over Attic All Other Roof Raised Floor Slab -On -Grade Radiant Floor O.a.ue Door Wood Metal R -10 R -10 R -19 U -0.062 R -38 U -0.031 R -30 U -0.034 R -30 U -0.029 R -10 R -10 R -10 R -10 U-0.60 U -0 60 Ye N Yes Glazing Criteria Met? Glazing Vert OH Area % UVaI UVaI SHGC 0 -30% 0.40 0.60 0.40 >30 Not Allowed Prescriptive Path Allowed Component Performance, Systems Analysis, or EnvStd Required Yes No-f 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* Wall Heat Capacity (HC) Assembly Description Assy.Tag HC** Area (sf) HC x Area Totals Area weighted HC: divide total of (HC x area) by Total Area *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. .0.david celil • arch teed 03 -09 -11 City of Tukwila 6200 Southcenter Boulevard Tukwila, Wa. 98118 Attn: Mr. Dave Larson Re: Kotis Design D10-352 Dear Dave, • ciIVRARNAw MAR Ogpp» PERMIT CENTER Even though you and I agreed that this space needed only one exit through the office, when the tenant went in for a rack permit (D11 -037), Mr Johannessen said we needed two exits. He evidently did not reference our previous permit or felt that with the racking, the exiting would not have met previous codes. So we are now adding an additional exit thru the front wall with exterior stairs. Per Section 1007.1 exception 1, Accessible means of egress are not required in alterations to existing buildings and therefore also areas of refuge would not be required. The tenant has asked for a revision to the office configuration to move office to north wall and delete old office #1, and move door to Adams office and window. The revisions are clouded and flagged with number 2 revision dated 03- 07 -11. I trust this will answer Alan's concerns on the rack permit and will allow that permit to be issued. Thank you again for your work on this permit. Sincerely, David Kehle Encl. 4 sets CC: Alan Johannessen DK/dk 1916 Bonair Drive S.W. Seattle, WA 98116 (206) 433 -8997 fax (206) 246 -8369 email: dkehle @dkehlearch.com n • david e arAchite t 02 -07 -11 City of Tukwila 6200 Southcenter Boulveard Tukwila, Wa. 98118 Attn: Mr Dave Larson Re: Kotis Design D10-352 Dear Dave, • Thank you for the conversation yesterday regarding your correction letter and understanding on the exiting. Under the previous codes that this tenant went under, the exiting from the warehouse did work with the one exit going through the office. The occupant load is 30 occupants for the warehouse and under the current revision the exiting has been improved by exiting through door number two into the first existing office and then out. Previously the exiting was through the rear office and down the hallway to the entry door. I have added the occupant load to the warehouse, shown the exit pathway, and revised the hardware on door two to be latchset in lieu of lockset. The revisions are clouded and flagged with number 1 revision. I trust this will answer your concerns and will allow the permit to be issued. Thank you again for the conversation. S' David Kehle Enc1.4. sets DK/dk CORRECTION LTR# 1 btO35 z 1916 Bonair Drive S.W. Seattle, WA 98116 RECEIVED FEB 08 2011 PERMIT CENTER (206) 433 -8997 fax (206) 246 -8369 email: dkehle @dkehlearch.com January 18, 2011 ityijTu epartment of Co Lezlie Plastino 631 Strander BI Tukwila, WA 98188 1 1 Jim Haggerton, Mayor mu 14' Development Jack Pace, Director RE: Correction Letter #1 Development Permit Application Number D10 -352 Kotis Design —1165 Andover Pk W Dear Ms. Plastino, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building and Public Works Departments. At this time the Fire and Planning Departments have no comments. Building Department: Public Works Department: Dave Larson at 206 431 -3678 if you have questions regarding the attached comments. Joanna Spencer at 206 431 -2440 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, Bill Rambo Permit Technician encl File No. D10 -352 W. \Pennit Center \Colrection Letters \2010 \D10 -352 Conection Letter #I.DOC 6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 0 Phone: 206 - 431 -3670 o Fax: 206- 431 -3665 \ / Tukwila Building Division Dave Larson, Senior Plan Examiner Building Division Review Memo Date: January 7, 2011 Project Name: Kotis Design Permit #: D10 -352 Plan Review: Dave Larson, Senior Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. The plan does not show any exits from the warehouse other than through the office area. The office doors that could function as warehouse exits show locking hardware. Please provide a means of egress plan for this entire tenant space that complies with IBC requirements. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. • • PUBLIC WORKS DEPARTMENT COMMENTS www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards DATE: January 13, 2011 PROJECT: Kotis Design @ 1165 Andover Pk W, Bldg B REVIEW #: 1 PERMIT NO: D10 -352 PLAN REVIEWER: Contact Joanna Spencer at (206) 431 -2440 if you have any questions regarding the following comments. 1) In accordance with Washington State Department of Health guidelines for Group A Public Water Systems, Public Works has implemented a cross - connection control program to protect the public water system from contamination via cross - connection. Since the project includes alterations to the existing plumbing system, the entire plumbing system must be brought up to the current standards as set forth in the Uniform Plumbing Code including installation of an approved backflow prevention on the domestic water supply to the building, fire prevention and landscape irrigation lines.. The City has determined that the subject building has deficiencies on domestic water service, fire prevention and landscape irrigation lines. a) Domestic Water Service A Reduced Pressure Principle Assembly (RPPA), previously called a Reduced Pressure Backflow Assembly (RPBA), shall be installed immediately downstream of the existing permanent water meter. Installation at another location requires the Public Works Director's approval. The RPPA shall be installed in a Hot Box/Rock or equal freeze protection enclosure anchored to a minimum 4" thick concrete pad. Public Woks strongly recommends a power supply for the freeze protection enclosure. Please specify on your plan backflow size, manufacturer, and model number and submit a cut sheet of the proposed device. Circle the backflow you plan to install. b) Fire Prevention The 10" fire line service for building B is shared with building C and has a single check valve in a vault between the two buildings on the south side; however, the backflow devise does not meet current Public Works standards and needs to be replaced with a Detector Double Check Valve Assembly (DDCVA) per attached City of Tukwila Detail WS -15. The Fire Department Connection (FDC) next to the vault is a double siamese and shall be replaced with Storx Knox Lock Box. Please note that plans for a retrofit design of a fire backflow must be prepared, stamped, signed and dated by a Level III certificate of competency holder or by a Washington State registered professional engineer. • • c) Landscape Irrigation There are some irrigation sprinkler heads around the building. The irrigation system looks to be connected to the water system at 1177 Andover Park West; however, Public Works has not received any of the required annual test reports for the existing DCVA. A separate letter addressing backflow deficiencies was mailed to Lezlie Plastino @ GVA Kidder Matthews. I have enclosed Development Bulletin C5 which spells out design and installation requirements for cross connection control. The Public Works Director will withhold issuance of this Tenant Improvement permit until the backflow issues for domestic water, fire prevention and irrigation are resolved or the Permit Center receives plans for items 1 a, 1 b and all the backflow test reports. Applicant can post a bond for items a), b) and c) in the amount equal to 150% of the design, installation, and testing cost of subject devices, together with a letter stating the installation by a certain date. (W:PW Eng/other /Joanna Spencer /Comments 1 D10 -352 PWa) City of Tukwila Jim Haggerton, Mayor Department of Public Works January 13, 2011 Walton CWWA Southcenter 4L c/o CTMT — Walton RE Tax 4678 World Parkway Circle St. Louis, MO 63134 RE: Kotis Design (Tenant Improvement and Plumbing Work) 1165 Andover Park West, Tukwila WA Permit Numbers: D10 -352 and PG11 -005 To Whom It May Concern: Bob Giberson, P.E., Director In accordance with Washington State Department of Health guidelines for Group A Public Water Systems, Public Works has implemented a cross - connection control program to protect the public water system from contamination via cross - connection. The program requires elimination or control of any cross - connection between the distribution system and a consumer's water system by the installation of an approved backflow device. The City has determined that the building at the above address has deficiencies on the domestic water supply and fire and landscape irrigation lines. a) Domestic Water A reduced Pressure Principle Assembly (RPPA), previously called a Reduced Pressure Backflow Assembly (RPBA), shall be installed immediately downstream of the permanent water meter. Installation at another location requires the Public Works Director's approval. The RPPA shall be installed in a Hot Box/Hot Rock or equal freeze protection enclosure anchored to a minimum 4" thick concrete pad. Public Works strongly recommends a power supply for the freeze protection enclosure. On your site plan, please show the property line(s), street name, North arrow, building location, existing permanent water meter and proposed RPPA. Specify size, manufacturer name and backflow model number. Submit RPPA cut sheet and circle the backflow to be installed. b) Fire Line The fire line connection (10 ") for building B is shared with building C and is a single check valve in a vault between the two buildings on the south side; however, the backflow device does not meet current Public Works standards and needs to be replaced with a Detector Double Check Valve Assembly (DDCVA) per attached City of Tukwila Detail WS -15. The Fire Department Connection (FDC) next to the vault is a double siamese and shall be replaced with Storz Knox Lock Box. Please note that plans for a retrofit of fire backflow prevention design must be prepared, stamped, signed, and dated by a Level III certificate of competency holder or by a Washington State registered professional engineer. PERMANENT FILE COPY 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 433 -0179 • Fax: 206 - 431 -3665 • • Walton CWWA Southcenter 4L Page 2 January 13, 2011 c) Landscape Irrigation There are some irrigation sprinkler heads around the building. The irrigation system looks to be connected to the water service at 1 177 Andover Park West; however, Public Works has not received any of the required annual test reports for the existing DCVA. The Public Works Director will withhold issuance of Kotis Design Tenant Improvement permit until the Permit Center receives plans for installation of items a) and b) or a bond for installation of an RPPA on he domestic water supply line and DDCVA on the fire prevention line. If you opt to install, you may install under a separate permit or under a revision to this Tenant Improvement permit D 10 -352 application. If you opt to install under the Tenant Improvement permit, you must supply the installation plans consisting of a schematic that clearly shows the locations of the domestic water meter in relationship to the property line(s) and the building, size of water meter(s) connection(s) to the water main, location of the fire suppression line with DDCVA, and service to the property together with a construction cost estimate to the Permit Center as a revision to the Tenant Improvement permit application. RPPA and DDCVA installation will trigger a Public Works Type C Construction Permit, which has a progressive fee. For a Type C permit, Public Works collects a base application and plan review fee ($250.00 plus 2.5% of construction cost for installation of the subject devices) when the application or revision to this TI is submitted. An additional 2.5% of construction cost for backflow installations will be assessed at the time of permit issuance. If you opt to bond for the installation, you must provide the following to the Permit Center: 1) an original design and installation estimate, 2) a bond for 150% of the design and installation cost, and 3) a letter stating your intent to install the backflow and upgrade the meter by a certain date. This must be done before the Permit Center issues the permit. I have enclosed Public Works Bulletins Al and C5 to help you. Please call Mr. Mike Cusick, P.E., Public Works Senior Water and Sewer Engineer, at (206)431 -2441 if you have any questions. Joan'n'a Spencer Development Engineer JS:lw enclosures: Public Works Bulletins #A -1 and C5 Detail WS -15 cc: GVA Kidder Matthews Lezlie Plastino D10 -352 File (W:PW Eng /Other /Joanna Spencer /Letter Walton CCWA 01131 1) • 1 Joanna Spencer - Re: TI @ 1165 APW, Bldg B D10 -352 From: Todd Reedy To: Joanna Spencer Date: 01/06/2011 8:53 AM Subject: Re: 11 @ 1165 APW, Bldg B D10 -352 Good Morning Joanna, Page 1 of 1 A site inspection at 1165 APW Bldg B revealed: -The address is one of a number of office /warehouses in the building, each with their own domestic water meter. All of the water mains and service lines in the complex are private. -We do not have a record of any backflow test reports for this building. No RPBA on the domestic service. -The fireline connection (10") for building B is shared with building C and is a single check valve in a vault between the two buildings on the south side. Also in the vault just upstream of the check valve is two 4" connections for domestic water mains that feed the meters for buildings B &C. The pipe material of the domestic water mains looks like steel. The FDC next to the vault is a double siamese with no Storz adapter. - The private fire hydrants around the complex do not have Storz adapters on the pumper ports. Around building B there is one hydrant on the north side and one hydrant on the south side. - There are some irrigation sprinkler heads around the building. The irrigation system looks to be connected to the water service at 1177 APW. We do not have any test reports for the existing DCVA. In case you're wondering, the other building in the same complex (Building A) has been updated with a single RPBA for the domestic water main and a DCDA on the fireline. Let me know if you need clarification on anything for this site. Todd »> Joanna Spencer 01/04/2011 2:54 PM »> Hi Todd, Are they current on their backflows ? It's a strip warehouse with multiple addresses. Thanks and Happy New Year, Joanna PERMANENT FILE COPY D1Osa 10 • From: "Lezlie Plastino" <lezliep @kiddermathews.com> To: "Joanna Spencer' <jspencer @ci.tukwila.wa.us> Date: 02/18/2011 5:15 PM Subject: RE: Kotis Design @ 1165 Andover Pk West, Bldg B D10 -352 Attachments: D10 -352 Water Vault Status 2- 18- 11.pdf Joanna, Please see the attached letter requesting additional time to evaluate design alternatives, competitively bid and construct a new vault to house the backflow devices necessary to correct the deficiencies outlined in your letter of January 13. The letter further requests the issuance of the permits necessary to complete a relatively small remodel project for a new business that has recently relocated to the City of Tukwila from Lynnwood, Kotis Design at 1165 Andover Park West. Thank you for considering our requests and please let me know if you need additional information. Lezlie Plastino Senior Property Manager Kidder Mathews 631 Strander Blvd.; Suite G Tukwila, WA 98188 T 253.893.1156 1F 206.575.0721 C 206.940.8034 1 LezlieP @kiddermathews.com <mailto:name @kiddermathews.com> www.kiddermathews.com <http: / /www.kiddermathews.com> 24 -Hour Customer Service Center 877.445.6782 P Please consider the environment before printing this email. PERMANENT FILE GOP • • February 18, 2011 Ms. Joanna Spencer Development Engineer City of Tukwila Public Works Department 6300 Southcenter Blvd, Suite #100 Tukwila, WA 98188 Re: Permit Numbers: D10 -352 and PG11- 005,1165 Andover Park West, Tukwila, WA Dear Ms. Spencer: Walton CWWA Southcenter 4, LLC, the owner of the referenced property, has received your letter of January 13, 2011 regarding new backflow control devices that are required at the permanent domestic meter as well as two fire line connections for Buildings B and C serving this property. As the owner's local manager, we have been working with contractors and vendors to design the enclosure for the backflow devices. Fire Systems West, Merit Mechanical and Alexeev Construction Services have provided initial proposals for this work ( +/- $125,000). We request additional time to evaluate design alternatives and competitively bid the work set forth in your January 13 letter. We agree to diligently pursue this project and anticipate that it can be accomplished by August 31, 2011. The tenant improvement for Kotis Design is not related to the cross connection /backflow upgrades. The improvements that are being completed for Kotis include the extension of a 1/2" hot/cold water supply and drain lines from the front of their Premises eastwards, approximately 30' into the warehouse. We request issuance of permit numbers D10 -352 and PG11 -005, subject to the Building Department's Determination of Completeness Memo issued January 11, 2011. Please let us know if this is an acceptable temporary resolution for the issuance of permit D10 -352 and PG11- 005. I can be reached at 253 - 893 -1156 regarding these projects and our request for additional time to complete the vault upgrades. Thank you, KIDDER MATHE Lez ji PI sti o Sr. Pro ' Manager Manager for Walton CWWA Southcenter 4, LLC PERMANEN T FILE GOP' 6311 ,StranderjBoulevard,+tSuite:G Tukwila; INaq98188 e4a xr tT20,,65750765 E #4 :.�t4 206C575:07:21 k ddermathews corn PLAN �EVI W /ROUTING SLIP ACTIVITY NUMBER: D10 -352 PROJECT NAME: KOTIS DESIGN SITE ADDRESS: 1165 ANDOVER PK W Original Plan Submittal DATE: 04 -05 -11 Response to Incomplete Letter # Response to Correction Letter # X Revision # 2 After Permit Issued �DEPARTMENTS: Tdin i Ision 474 Public Works Fire Prevention ��__ 1I Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ DUE DATE: 04-07-11 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 'mil Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Notation: Approved with Conditions DUE DATE: 05 -05-11 Not Approved (attach comments) REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 • PERMITCOORD COPYO PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -352 DATE: 03/09/11 PROJECT NAME: KOTIS DESIGN SITE ADDRESS: 1165 ANDOVER PK W Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # X Revision # 1 BEFORE Permit Issued DEPARTMEr Si � �i /wing 'vision 1 Public Works ❑ AviA 9A- 41-tk Fire Prevention Structural Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete `I Comments: Incomplete ❑ DUE DATE: 03/10/11 Not Applicable 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 I Structural Review Required n No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Notation: REVIEWER'S INITIALS: Approved with Conditions DUE DATE: 04/07/11 Not Approved (attach comments) n DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documentshouting slip.doc 2 -28-02 • PENN COY • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -352 PROJECT NAME: KOTIS DESIGN SITE ADDRESS: 1165 ANDOVER PK W Original Plan Submittal X Response to Correction Letter # 1 DATE: 02 -08 -11 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: 'u�lding' Division • c115 fir Works Fire Prevention Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 02 -10-11 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 ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 03 -10-11 Approved _ Approved with Conditions g Not Approved (attach comments) ❑ 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 2 -28 -02 PERMiT P.00RD CORO PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -352 DATE: 12/29/10 PROJECT NAME: KOTIS DESIGN SITE ADDRESS: 1165 ANDOVER PK W, BLDG B X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued Public Works tryl 4M Awc Fire Prevention Structural an g �,//4 lair° annin I it)//4 L��!! Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete 7 Comments: Incomplete ❑ DUE DATE: 12/30/10 Not Applicable ❑ 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 ❑ REVIEWER'S INITIALS: No further Review Required n DATE: APPROVALS OR CORRECTIONS: DUE DATE: 01/27/11 Approved ❑ Approved with Conditions n Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only 1 D_ CORRECTION LETTER MAILED: ( l t� `t Wk. Departments issued corrections: Bldg Fire ❑ Ping ❑ PW Staff Initials: Documents/routing slip.doc 2 -28 -02 PROJECT NAME: SITE ADDRESS: PERMIT NO: ORIGINAL ISSUE DATE: R ISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIA�,S 2— ti —s -1 1 isi—).4_ ‘,\ -2,..).14-44 Summary of Revision dad OCCAJ 1 a l a s , c t 4 , 4-- -C W I p g 1,,, Summary of Revision: pt- hi ty- Y j (N. j Received by: 034 i REVISION NO. DATE RECEIVED STAFF INIT ALS ISSUED DATE STAFF INITIALS 2— ti —s -1 1 isi—).4_ ‘,\ Ibt Summary of Revision dad OCCAJ 1 a l a s , c t 4 , 4-- -C W I p g 1,,, Summary of Revision: Received by: aaiat (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. a& tirla# I u Plan Check/Permit Number: b K/ ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # .— Revision # 2—after Permit is Issued .. Revision requested by a City Building Inspector or Plans Examiner Project Name: <C11 Cj I614- Project Address: I I l.P Ni LC Phone Number: fiX9- 433.S-751g4" Contact Person: ail 0 Summary of Revision: diet b at. bop Gbcio Ibow4 r IParri Eiel ac,Li act ttlummerfol rt i. tcosnr. lotutitocipg Ecse x 1?0-r-ti, 05. 1cikierE tom. X111 bwo XCu rbrt IQx}iD 23ial.Wtt , wl�rAwl) c & - Low {1 -ti-00 KIt; A40 bm M a rt -ibitL K 2SO' CM OF rU► APR ,052011 rr Ci:IVTElte Sheet Number(s): 1'G- ,6U. klE\I if "Cloud" or highlight all areas of revision including date of revisio, Received at the City of Tukwila Permit Center by: 1N-- Entered in Permits Pius on \ applications \forms - applications on line\revision submittal Created: 8 -13 -2004 Revised: • • 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 submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: O) {O1 111 1 ple Plan Check/Permit Number: 7 --`2252.— r, sr' Response to Correction Letter # Revision # 1 after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: IC011 Lj IblaiN1 9 ' IZ6Gv�i Project Address: 1106 fJII,I ela aI1IGW Contact Person: errvirmilva4A MAR 0 91011 PERMIT CEDER // Phone Number: I , Summary of Revision: IkO Au FX -tgtz toe. CI1" Ova W Ctf { L 4I'R44 A N P ftes pa &opn it Ih42 I IPi INTEV 019Ce C'®NFlaa�a-rrc4 Sheet Number(s): 4 !s►\ "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: tS4 Entered in Permits Plus on a \applications\ forms - applications on line\revision submittal Created: 8 -13 -2004 Revised: • • 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 submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: e .Imo/ `11 Plan Check/Permit Number: 17 Response to Incomplete Letter # Response to Correction Letter # I Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Address: y 1441(0M2- �Q���'r � I� Contact Person: 10 661f1,E Phone Number:Abo-els3 Summary of Revision: �7 %u�t�tU�i" 1.111-A2 (5z- -o7-II RECEIVED trtv OF RIIIINEA FEB 08 20'Iti oiRMITCENTER Sheet Number(s): -"t; 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 \applications\forms- applications on line revision submittal Created: 8 -13 -2004 Revised: Contractors or Tradespeople Pter Friendly Page • General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name ALEXEEV CONSTRUCTION SVCS LLC UBI No. 602767386 Phone 2532304788 Status Active Address Po Box 731152 License No. ALEXECS934P9 Suite /Apt. License Type Construction Contractor City Puyallup Effective Date 10/29/2007 State WA Expiration Date 10/29/2011 Zip 98373 Suspend Date County Pierce Specialty 1 General Business Type Limited Liability Company Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status ALEXEM'978RW ALEXEEV MAINTENANCE Construction Contractor Other (Specify) Unused 12/16/2003 12/16/2007 Re- Licensed Business Owner Information Name Role Effective Date Expiration Date ALYEKSYEYEV, OLEKSANDR Partner /Member 10/29/2007 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 CBIC SF2145 10/22/2007 Until Cancelled $12,000.00 10/29/2007 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 3 AMERICAN FIRE ft CASUALTY BKA53456758 11/16/2008 11/16/2011 $1,000,000.00 10/22/2010 2 OOHIO CAS INS BH053456758 11/16/2007 11/16/2009 $1,000,000.00 11/05/2008 1 OOHIO CAS INS 8H053456758 11/16/2006 11/16/2007 $1,000,000.00 10/29/2007 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https: // fortress .wa.gov /lni/bbip /Print.aspx 03/24/2011 MIXED -USE, NON-SEPARATED U5E5 (SECTION 501): TYPE OF CONSTRUCTION: III -B (FULLY SPRINKLED) 501.3 TWO $TORY, BUILDING 15 SURROUNDED BY 60' OPEN SPACE ALL SIDES. (B, 1 USES) ASSESSOR PARCEL NUMBER 943295114 LEGAL DESCRIPTION PARCEL B: 352304 91 POR OF SW 1/4 OF SE 1/4 OF SEC 26 -23 -4 4 POR NW 1/4 OF NE 1/4 OF SEC 35 -23 -4 BEG AT NE COR OF NW 1/4 OF NE I/4 SEC 35 114 N 81 -44 -08 W 30 FT TH N I -41 -29 E ALG W LN OF ANDOVER PARK W 115.66 FT tH N 81 -55 -02 W 110.1 Ft TO TP013 TH 5 81 -55 -02 E 440.1 FT TH 5 I -41 -29 W 114.81 FT TO AN ANGLE PT THEREIN 114 51 -5I -39 W 682.19 FT TH N 81 -55 -02 W 440.1 FT TH NLY IN A STRAIGHT LN 191 Ft TO TPOB LESS WLY 216.6 FT BUILDING AND SITE STATISTICS: BUILDING CODE: ZONING: SITE AREA: APPROx EXISTING ELDG. (OFFICE 10,618, 11.11-15E 85,232) TENANT SPACE: OFFICE: AREA OF WORK: IBC 2009 W/ WA STATE AMENDMENTS TUC (TUKWILA URBAN CENTER) 215015 SF. (4.94 AC) 95,850 F. 16.055 S.F. 1,112 SF. 300 S.F. OCCUPANCY GROUPS AND LOADS: B (OFFICE) 1,112 SF. / 100 = 11 OCCUPANTS 5 -1 (WAREHOUSE) 11,943 SF. / 500 = 30 OCCUPANTS TOTAL OCCUPANTS = 41 OCCUPANTS TYPE OF CONSTRUCTION: III -B (FULLY SPRINKLED) PARKING REQUIRED PARKING :OVERALL BUILDING OFFICE: 8,318.4 5F. a 3.0/1000 : 25.0 SPACES RETAIL: 14,641.0 5F. a 25/I000 = 36.6 SPACES WHSE : $3,555.6 5F. 6 1.0/2000: 41.8 SPACES 103 SPACES PARKING SPACES PROVIDED 125 EXISTING PARKING SPACES (NO CHANGE) NEW DOOR SAW CUT INTO PANEL Ex OVERHEAD DOOR SCOPE OF WORK: ADD NON BEARING WALL IN OFFICE, ADD 2 DOORS TO WAREHOUSE FROM OFFICE, ADD A STRIP SEPER4TE PERMITS PLUMBING, ELECTRICAL, HVAC AND SPRINKLER ARE UNDER SEPERATE PERMITS. OWNER CALWAEST INDUSTRIAL HOLDINGS LLC C/0 GVA KIDDER MAtHEWS 631 5TRANDER BLVD, SUITE G TUKWILA, WA 98188 PH: 253 -893 -1156 FX: 206- 515 -0121 2' -0° 511111" :4' -1` 1' -0" LESS THAN 8" PIA ABOVE 34' HORIZONTAL AND VERTICAL ARE 11/2" DIA. STEEL FIFES, GRIND ALL WELDS SMOOTH, PAINT, TYP. HANDRAIL ON INSIDE OF STAIR AND SIM HANDRAIL MOUNTED TO WALL LESS THAN 4" DIA SOUTI -I 180TH 5 LESS THAN 6' PIA. - FABRICATED STEEL STAIR WITH CONRETE TREADS AND LANDINGS, METAL CLOSED RISERS. - STEEL SUPPORT COLUMN ON NEW CONCRETE FOOTING SEE STRUCTURAL. L Ni5T1•6 ASPHALT PAVING NEW EXIT STAIR VICINITY MAP IV SCALE: N.T.S. BLDG E BLDG D BLDG C BUILDING A KEY SCA1 E N.TS.SITE PLAN ANDOVER PARK WEST opY SEPARATE. PERMIT REQUIRED FOR: Moth antal (relectrical f Plumbing Chas Piping City of Tukwila B.ul .±: U !O DIVISION Mar review approval Is subleat to VMS and onesslons. 1.,,xjrovai of construction documents does not authorize code or ordinance. Receipt <�yafi�lon of any ado , ����, at approved Field Copy ' ' ' ' n ► d : } N N >- p Z Y 1- W c 0 U O 0_ 0 u_ U cn _ .. N r` c) 0) CO 0) In 00 00 1 1 M CO N 00 N N z Ox CL Li_ g S 0T5T03' W 797W AREA OF WORK aw I DIVISION ( -4 0 {}. — — f}— — _.R — — --f1- — —R— — —A— — -fl — —f�- -- — -fI• — —11— — -f} — �I}— — -f� — —11— — -f1'- — —11— — -R- -- -11-- — -A- — -11— — -Fl- — —fl fl- — —Fl— -- f1- - --fl= _ 4 — — —y - - 41- -- - -- —If— — — —— .— � — -1:1- - -— — --U— — -y- ._ -1J-- — - - - - � — —U — — 4 ----- _ - R VIEWWlED FOR ODE COMPLIANCE DPM v APR 192tUU SITE FLAN fiCALE: I "•30' ::"C4:—:a ��:11Ltamiumi41' =� fx -TENANT AREA REVISIONS No changes shall be ma a to the scope of work without prior approval of Tukwila Building Division. r , sions will require a new plan submittal r , in;,'ude additional plan review tees. REVISION N0:? 352 Ity of Tukwila PUILDINO nR /1mm RECEIVED APR 05 2011' PERMIT CENTER Z: \CAD \2002 \0225 GVA KM \Southcenter West Business Park \KOTIS DESIGN 1165 \SD -1 T 1 ADD EXIT.dwg, 3/7/20113:51:41 PM, Designlet 500 MAIN.pc3 REMOVE EX. PORTION OF WALL FOR NEW DOOR AND JA11 — REMOVE EX. WINDOW AND ROTATE 1 90 DEGREES, N FILL BALANCE OF I WALL --y 2 / / REMOVE EX. PORTION OF WALL FOR NEW OPENINGS 0 SAW CUT SLAB FOR NEW FLOOR DRAINS, VERIFY LOCATIONS FLOOR PLAN EMO NORTH scare: its ° =r -m" NEW WALLS AND POOR 0[ 25' -9 0[ NEW 3'X1' DOOR EQUIPMENT UNDER SEPERATE PER1IT BY TENANT l DARK ROOM SCREEN ROOM O O 76' -6' NEW 3'X1' STRIP CURTAIN —f N'"—NEW 6' -6 "X1' AT FLOOR LEVEL FOR EQUIPMENT REZNOR HEATER — - RECLAIM ZONE FLOOR PLAN NEW NORTH{ SCALE: 1/5" :I' -0" OFFICE OCCUPANT LOAD 11 OCCUPANTS 1)01 OF a III00 FOR WALLS GREATER THAN 8'- 0" IN WIDTH WITHOUT AN INTERSECTING WALL, PROVIDE 12ga. WIRES SPLAYED a 45 TO AN EYE SCREW a ROOF AND TOP OF WAL 1■■iuuiu■■u■■■•■ ■f' 1 •■uuuu■11■iu\ ATTACH TOP RUNNER TRACK TO CEILING GRID WITH 2 - +16 x 1 V8" LONG SCREWS AT 2' -0" O.C. TYPICAL STUDS WALL PER SCHD. (FOR WALL INSULATION SEE PLAN) 5/8" GYP. P. EA. SIDE (FLUSH FINISH). SEE REFLECTED/ AA PLAN T' P. WALL TO REFLECTED CEILING SCALE: 1 -I/2" = TYPICAL WALL FRAMING ATTACH BOTTOM TRACK TO CONC. FLOOR W/ POWDER DRIVEN ANCHORS, HILTI OR APPROVED I" EMBEDMENT AT 24' O.C. RUBBER �r 5/8" GYP. BD. CONC. SLAB ON GRADE BASE s CARPET WJ4LL. TO SLAB CAULK GYP. SD. TO FLOOR • ALL SOUND AND INSUL. WALLS SECTION SCALE: 1 -1/2" • 1' -0" EX OVERHEAD WATER`INE GA5 REZNOR HEATER WITH I' GAS LINE r — -rte EQUIPMENT NEEDS WATER AND DRAINS VERIFY WITH EQUIPMENT AND TENANT 0[. c FLOOR PLAN PLUM3NG NORTH ScALE: va" =1' -0 PLUMBING IS SEPERATE PERMIT SECTION BLACK TRACK ALUMINUM BREAK METAL CUT BOTTOM SNAP- IN ALUMINUM e FRAME TO ALLOW GLASS C1- 146ING GASKETS I/4' INFILL WITH WOOD WALL. TO WINDOW SILL BELOW DEEP LEG TRACK ATTACK e SILL AND CEILING GYP. 8D. TO STEEL TRACK PROVIDE 1/2" AIR SPACE TO STEEL STUD AND ATTACH GYP. BD. TO STUD TAPING COMPOUND OVER PAPER - COVERED CORNER BEAD. SCALE: 1-1/2" = 1' -0' SILO WALL (SEE SCHEDULE) 2x WOOD BLOCKING 2 I/1" WOOD CASING - STAINED 1 1/2" x WOOD JAMB - STAINED 5/8" x WOOD STOP - STAINED SOLID CORE WOOD DOOR STAINED 5/8" GYP D. EACH SIDE WOOD FRAME DETAIL. SECTION SCALE: 1 -I/2" • 1' -0' GYP. 5D JAMS DETAIL SCALE: I -1n" • 1' -0' SECTION 5/8" GYP BD. WRAP W/ MTL CORNERS 5/8" GYP BD. EACH SIDE SECTION NEW PRE FABRICATED 5 CONCRETE STAIR AND RISERS AT 1" WITH AT 46" ABOVE AT 11 ". HANDRAIL EACH SIDE, GUA - m 0 : Z' Y'' 0 3 w re a o o' 0 9 to o) t0 cm to co co 1 I M c0 V) d' d- N O O Z 11 1.1 11 . 11 11 11 II 11. II' 11 11 -u— = = = = 1 = = = =t = == J= fi = = = =L = #_ = _ DOOR SCHEDULE: El EXSITING 3'X1' E2,E3 EXISITNG 3'X1' E4 -E6 EXISTING 3'X1' E1 EXISTING PAIR WOOD JAMB, L EXISTING 8'X10 OVERALL FLOOR PLAN NORTI- SCALE: 1/16 " :I' -0° STOREFRONT ENTRY DOOR, LOCK, CLOSER, THRESHOLD, WEAHTERSTRIP 5C. WOOD DOOR WITH WOOD JAMB, PRIVACY LOCK S.0 WOOD DOOR WITH WOOD JAMB, LOCKSET 3'X1' 5C WOOD W' WOOD JAMB, LATCHSET, AND 3'X1' SC WOOD DOOR WITH ATCHSEt E8 -9 DOCK HIGH OVERHEAD E -10 EXISTING 8'X10' DRIVE IN OVERHEAD DOOR 1 NEW 3' -0" X 1' -0" S.C. WOOD. DOOR (STAIN) WITH WOOD JAMB (STAIN), 11/2 PAIR BUTTS, LATCHSET (LEVER HANDLE), SILENCER, WALL STOP 2 "X1' -0" S.C. WOOD DOOR (STAIN) WITH WOOD JAMB (STAIN), 1 1/2 PAIR BUTTS, W �1 LAC SE E-_ • NEW 3' -0 "X 1' -0" S.C. *OD DOOR (STAIN) WITH WOOD JAMB (STAIN), 1 1/2 PAIR BUTTS, •CKSET (LEVER H N. LO -, EATHERSTRIP NE II /1 /I •�. BD • OPE • - 1 TENANT SUPPLIED STRIP CURTAIN •4; V. ■ r:4 'Qi NEW 3'- 0 "X1' -0 H. MTL DOOR •. P FRAME (PAINTED),1 1/2 PAIR BUTTS (NRP) WITH LOCKSE ( EVE A pLE), THRESHOLD, CLOSER, DRIP CAP, LATCH COVER, WEATHERSTRIP. SAW CUT EX. CONCRETE SEC 1008.1.9.10.1 STAIRWAY DOORS 51 -IALL BE OPENABLE FROM THE EGRESS SIDE AND SHALL ONLY BE LOCKED FROM THE OPPOSITE SIDE. SE 1o01.1.1 ACCESSIBLE MEASN OF EGRESS ARE NOT REQUIRED IN ALTERATION TO EXISITNG BUILDINGS. ROOM SCHEDULE: - NEW WALLS TO RECEIVE 1 COAT PRIMER, PAINT TO MATCH EXISTING - NEW WALLS TO RECEIVE NEW RUBBER BASE TO MATCH - PATCH AND REPAINT AT DEMO OPENINGS - CEILINGS ARE AS 15 WALL SCHEDULE: A NEW 3 5 /s" X 25 GA. STEEL STUD AT 24" O.C. TO CEILING WITH 5/5" GYP BD EACH SIDE NEW INFILL EXISTING OPEING WITH STEEL STUD AT 24" O.C. WITH FULL THICK GATT INSULATION AND 5/8" GYP BD EACH SIDE REVISION N0,? D 11- 352 I REVIEWED FOR CODE COMPLIANCE ba "'MOVED APR 19 2611 RECEIVED APR 05 2011 City of Tukwila BUILDINP niviginftl PERMITCENTEP. Z: \CAD \2002 \0225 GVA- KM \Southcenter West Business Park \KOTIS DESIGN 1165 \SD -1_T -1 ADD DaT.dwg, 3/9/2011 10 :05 :16 AM, Designlet 500 MAIN,pc3 DRAFT CURTAIN SCALE: 11/2" : 1' -0' !BUILT UP ROOFING OVER �- PLYWOOD ROOF STRUCTURE FRAMING 1/2" GYP. BD. DRAFT CURTAIN FIRE TAPE ONLY - STEEL STUDS ALONG TOP AND BOTTOM EDGE (25 GA) 3 1/2" STEEL STUD BRACE AT 10' O.C. CONNECT TO BOTTOM TRACK AND MARLINS, STIFFENERS OR BEAMS AS REQUIRED DOUBLE DOME INSULATED SKYLIGHT (U: 0.60) UJ/ INSULATED CURBING RUN ROOFING UP AND OVER CANT AND CURB, COUNTER FLASH OVER ROOFING. MAKE UJEATHER TIGHT. 5KYLIC1-1T CURB SCALE: 3/4" = 1' -0" RIGID INSULATION OVER PLYUJOOD ROOF STRUCTURE 123' -l" 50I -0" 1 1 1 1 ■ T_ —_T; __T 1 1 1 1 L___1____L- I— ‘Q ,i I 4X I I � <r EXIT PATH 153 LF 0 1 1 1 1 1 EXISTING ROOF VENTS 4'X8'•32 SF \ RADIUS 5933' FROM EXIT DOOR 2 1 1 1 N i -irEXISTING: OFFICE B OCC. 1,112 SF•11100: 11 OCC. ONE EXIT _J MANUFACTURING F -I 1,853 SF+I/200: 9 OCC. TWO EXIT DUE TO RACKS NO WORK IN WAREHOUSE COMMON PATH 48 LF \ DIAGONAL DISTANCE 118' EXISTING WAREHOUSE S -I 13,085 SF.1/500: 26 OCC TWO EXIT DUE TO RACKS NO WORK IN WAREHOUSE EMERGENCY PATHWAY LIGHTING WITH BATTERY BACKUP. ALTERNATE TO PROVIDE NEW OVERHEAD LIGHTING WITH BATTERY BACKUP. SEE NOTE BELOW. NEW 6' DEEP DRAF CURTAIN I%ON SIDE OF EX GLU LAM BM. — -- I- — —I — — -� __1.1__L__I__J TUNNEL RACK FOR EXITING EXIT PATH 208 LF v v v v —1— 1' I IL 1 1 1 1 1 1 1 J__1__L -J_J 1__L__I__J L_J_ _L_J_- 1__L_J_J 4 I 1 V7 N7 t I 1� °1 — 1I I I 1 I I I I O DRAFT CURTAIN AREA I = 13'X130 :9,490 SF AT 1/100 :95 SF OVF VENT HAS 3 VENTS AT 32 SF EACH : 96 SF OF VENT. NOTE: EMERGENCY LIGHTING FACILITIES SHALL BE ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT 15 AT LEAST AN AVERAGE OF 1 FOOT- CANDLE AND A MINIMUM Al* ANY POINT OF 0.1 FOOT- CANDLE MEASURED ALONG THE PATH OF EGRESS AT FLOOR LEVEL. ILLUMINATION LEvEL5 SHALL BE PERMITED tO DECLINE TO 0.6 FOOT- CANDLE AVERAGE AND A MINIMUM AT ANY POINT OF 0.0'0 FOOT- CANDLE AT THE END OF THE EMERGENCY LIGHTING TIME DURATION. A MAXIMUM -TO- MINIMUM ILLUMINATION UNIFORMITY RATIO OF 40 TO 1 SHALL NOT BE EXCEEDED. DRAFT CURTAIN AREA 2 : 50'X130 :6,500 SF AT I/I00 :65 SF OW VENT. 1445 3 VENTS AT 32 SF EACH : 96 SF OF VENT. REVISIOWNO _ 2! OVERALL FLOOR FLAN: EMERENCY LITEN AND OCC. LOADS NORTH SCALE: 1/811 :1' -0" NOTE: I. LOCATION OF PATHWAY LIGHTING TO BE VERIFIED WITH FIRE MARSHAL IN FIELD 2. RACKS ARE SHOUN FROM NW HANDLING DRAWINGS REF PERMIT • D -1I -031 3. DRAFT CURTAIN TO SUBDIVIDE THE SPACE INTO MAX 10,000 SF AREAS, b' DEEP FOR PRODUCT 20' AND UNDER, CLASS I -IV. 4. SMOKE VENTING SHALL BE AT A RATIO OF 1:100, MAX SPACING 100'. 011%-35 a 0 r N a 00 REVIEWED 0 CODE COMPLIANCE APR 192U11 City of Tukwila . BUILDIrIP nnimie) RECEIVED APR 05 2011 PERMIT CENTER A PROPOSED Z: \CAD \2002 \0225 GVA- KM \Southcenter West Business Park \KOTIS DESIGN 1165 \SD -1_T -1 ADD EXIT.dwg, 4/4/2011 3:35;29 PM, Design]et 500 MAIN.pc3 MIXED -USE, NON-SEPARATED USES (SECTION 501): TYFE OF CONSTRUCTION: 111 -5 (FULLY SPRINKLED) 5013 TWO STORY, BUILDING IS SURROUNDED BY b0' OPEN SPACE ALL SIDES. (B,S11 USES) ASSESSOR PARCEL NUMBER 943295114 LEGAL DESCRIPTION PARCEL B: 352304 91 POR OF SW 1/4 OF SE 1/4 OF SEC 26 -23 -4 4 FOR NW 1/4 OF NE 1/4 OF SEC 35 -23 -4 BEG AT NE COR OF NW 1/4 OF NE 1/4 SEC 35 TH N 81 -44 -08 W 30 FT TH N 1 -41 -29 E ALG W LN OF ANDOVER PARK W 115.66 Ft TH N 81 -55 -02 W 110.1 FT TO TPOB TH S 81 -55 -02 E 440.1 FT TH 51 -41 -29 W 11481 FT TO AN ANGLE PT THEREIN 11-1S 1 -51 -39 W 682.19 FT TI-1N 81 -55 -02 W 440.1 FT TH NLY IN A STRAIGHT LN 191 FT TO TPOB LESS WLY 216.6 FT BUILDING AND SITE STATISTICS: SCOPE OF WORK BUILDING CODE: ZONING: SITE AREA: APPROX. EXISTING BLDG. (OFFICE 10,618, WHSE 85,232) TENANT SPACE: OFFICE: AREA OF WORK: IBC 2009 W/ WA STATE AMENDMENTS TUC (TUKWILA URBAN CENTER) 215,015 SF. (4.94 AC) 95,850 5F. 16.055 SF. 1,112 SF. 300 SF. OCCUPANCY GROUPS AND LOADS: B (OFFICE) 1,112 SF. / 100 : 11 OCCUPANTS 5-1 (WAREHOUSE) 11,943 SF. / 500 : 30 OCCUPANTS TOTAL OCCUPANTS : 41 OCCUPANTS TYPE OF CONSTRUCTION: 111 -5 (FULLY SPRINKLED) PARKING ADD NON BEARING WALL IN OFFICE, ADD 2 DOORS TO WAREHOUSE FROM OFFICE, ADD A STRIP SEPER4TE PERMITS PLUMING, ELECTRICAL, HVAC AND SPRINKLER ARE UNDER SEPERATE PERMITS. OWNER CALWAEST INDUSTRIAL HOLDINGS LLC C/0 GVA KIDDER MATHEWS 631 STRANDER BLVD, SUITE G tUKWILA, WA 98188 PH: 253 -893 -1156 FX: 206- 515 -0121 REQUIRED PARKING :OVERALL BUILDING OFFICE: 8 ,318.4 SF. 3.0/1000 : 25.0 SPACES RETAIL: 14,641.0 SF. 25/1000 : 36.6 SPACES WHSE 83,555.6 SF. a 1.0/2000 : 418 SPACES 103 SPACES PARKING SPACES PROVIDED 125 EXISTING PARKING SPACES (NO CHANGE) HORIZONTAL AND VERTICAL ARE 11!2" DIA. STEEL PIPES, GRIND ALL WELDS SMOOTH, PAINT, TIP. HANDRAIL ON INSIDE OF STAIR AND SIM HANDRAIL MOUNTED TO WALL - FABRICATED STEEL STAIR WITH CONRETE TREADS AND LANDINGS, METAL CLOSED RISERS. ••.• SEPARATE PERMIT REQUIRED FOR: e Mecn erbectdcal 1 'Iumbkgg C!• PPprng City of Tukwila EU!WING DIVISION No changes shat bIStONSe to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new than submittal End may include additional plan mew tees. FILLS COPY ft Nor Plan review approval is subject - ------ -..•.. - Ar'; *Gval of nstru � a� ;•tol�lon of any �� dog � authorize opted code or , Receip t t of approved �� SOUTH 18011H STREET 8 O1'51'03' W OtVOf 'Ninths BUILDING DIVISION AREA OF WORK o'strAteii VICINITY MAP �I SCALE? N.T .$. BLDG E BLDG BLDG C BUILDING A ANDOVER PARK WEST MIDLAND-DR Nc!) KEY SITE PLAN SCALE: N.T.S. SCALE N.T • • s a a 0 4 1--- A--- A--- fi•-- r+-- -- 11--- fl•-- n-- 4i1--- rl--- A--- 11--- fl--- il--- A--- 11-- 4i---- 11-- +1--- Fl-- fi---- f1=_4_ -- H--- d--- -tl- -- -- U--- kF- -it- -- - -u-- -- U--- H--- U--1 1--- 11-- if- -- 11-- -1--- i1-- ii--- il-- +I---- tl= =4= SITE PLAN SCALE: I" = 30' _ ZS= 14 __ _ = =L =ate'=== �__�—= _�_ = =I == ��_,���;�� TENANT ARE RECEIVF�D CITYOFTU VNIA MAR 092011 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE 4fDPfVFf MAR 222011 ■L VIAL City of Tukwila BUILDING !.!VISION ri m Lz g Q Q z Q E REVISION N Z: \CAD \2002 \0225 GVA- KM \Southcenter West Business Park \KOTIS DESIGN 1165 \SD -1_T 1 ADD EXIT.dwg, 3/7/2011 3:51:4 o) (oo 00 000 in co N' 00 C\1 CN1 0 x CL LL Q SID = 1 i PM, DesigNet 500 MAIN.pc3 DAVID E. KEHLE STATE OF WASHINGTON PROJECT 0225 GVA DRAWN BY KEI-ILE 0 Pi N CI CHECKED BY D. KEI-ILE 1 o DESCRIPTION SUBMIT FOR OWNER REVIEW 1 `SUBMIT FOR PERMIT 1 Q [] 00, 0 N r N N g o) (oo 00 000 in co N' 00 C\1 CN1 0 x CL LL Q SID = 1 i PM, DesigNet 500 MAIN.pc3 REMOVE EX. PORTION OF WALL FOR NEW DOOR AND JAMB — REMOVE EX WINDOW AND ROTATE 90 DEGREES, N FILL BALANCE OF WALL C7 REMOVE EX. PORTION OF WALL FOR NEW OPENINGS N/Nx SAW CUT SLAB FOR NEUJ FLOOR DRAINS, VERIFY LOCATIONS — FLOOR PLAN DEMO NORTH scare: 1/8" =11-0" NEW WALLS AND DOOR 25' -9 O[ NEW 31X1' DOOR EQUIPMENT UNDER SEPERATE PEf21'11T BY TENANT DARK ROOM SCREEN ROOM O O — -e 7 6'4' 1. NEW 3'X1' STRIP CURTAIN �� ANEW b' -6 "XT AT FLOOR LEVEL FOR EQUIPMENT REZNOR HEATER RECLAIM ZONE NORTH FLQCPLANNEW SCALE: 1/8' :I' -0" OFFICE OCCUPANT LOAD 11 OCCUPANTS 1,101 SF a 11100 FOR WALLS GREATER THAN 8'- 0" IN WIDTH WITHOUT AN INTERSECTING WALL, PROVIDE 120a. WIRES SPLAYED a 45 TO AN EYE SCREW a ROOF AND TOP OF WAL ATTACH TOP RUNNER TRACK TO CEILING GRID WITH 2 - +Yo x I VS" LONG SCREWS AT 2' -0" O.C. ■■■■■■uuiiiuum,1111uuiuu■ ■u■■► TYPICAL STUDS WALL PER SCHD. (FOR WALL INSULATION SEE PLAN) 5/8" GYP. BD. EA. SIDE (FLUSH FINISH). SEE REFLECTED VP CEILING FLAN TYP. WALL TO REFLECTED CEILING SCALE: 1 -1/2" • 1' -0' TYPICAL WALL FRAMING ATTACH BOTTOM TRACK TO CONC. FLOOR W/ POWDER DRIVEN ANCHORS, HILTI OR APPROVED 1" EMBEDMENT AT 24" O.C. RUBBER BASE • CARPET _r 5/8" GYP. BD. CONC. SLAB ON GRADE WALL TO 5L-A SCALE: 1 -1/2" • 1' -0" EX. OVERHEAD WATER`t INE GAS REZNOR HEATER WITH 1" GAS LINE r --rte EQUIPMENT NEEDS WATER AND DRAINS VERIFY WITH EQUIPMENT AND TENANT CAULK GYP. E. TO FLOOR • ALL SOUND AND INSUL. WALLS O[ FLOOR PLAN PLUM;INCs NORTH SCALE: 1/8 " :1' -0" PLUMBING IS SEPERATE PERMIT SECTION SECTION ALUMINUM BREAK METAL CUT BOTTOM SNAP - N ALUMNUM • FRAME TO ALLOW GLASS CHANGING INFILL WITH WOOD WALL TO UJINDOUJ SCALE: 1 -1/2" = 1' -0' SILL BELOW DEEP LEG TRACK ATTACH e SILL AND CEILING GYP. BD. TO STEEL TRACK PROVIDE 1/2" AIR SPACE TO STEEL STUD AND ATTACH GYP. BD. TO 511.0 TAPING COMPOUND OVER PAPER- COVERED CORNER BEAD. STUD WALL (SEE SCHEDULE) 2x WOOD BLOCKING 2 I/1" WOOD CASING - STAINED 1 1/2" x WOOD JAMB - STAINED 5/8" x WOOD STOP - STAINED SOLID CORE WOOD DOOR STAINED 5/8" GYP BD. EACH SIDE UJOOD FRAME DETAIL SECTION SCALE: 1 -1/2" • 1' -0' G'A'P. BD JAMB DETAIL SECTION 5/8" GYP BD. WRAP W/ MTL CORNERS 5/8" GYP BD. EACH SIDE SCALE:.1 -1n" • 1' -0' SECTION 11 — 1.1 11 11 11 11 11 11 II' II II OVERALL FLOOR PLAN NORTH SCALE: 1/16° =1' -0" pooR SCHEDULE: El EXSITING 3'Xl' STOREFRONT ENTRY DOOR, LOCK, CLOSER, THRESHOLD, WEAHTERSTRIP E2,E3 EXISITNG'3'X1' SC. WOOD DOOR WITH WOOD JAMB, PRIVACY LOCK E4 -E6 EXISTING 3')1' SC WOOD DOOR WITH WOOD JAMB, LOCKSET El EXISTING PAIR 3'4' 5C WOOD W' WOOD JAMB, LATCHSET, AND 3'X7' SC WOOD DOOR WITH WOOD JAMB, LATCHSET E8 -9 EXISTING 8'X10 DOCK HIGH OVERHEAD E -1I E -I0 EXISTING 8'X10' DRIVE IN OVERHEAD DOOR 1 NEUJ 3' -0" X i' -0" S.C. WOOD DOOR (STAIN) WITH WOOD JAMB (STAIN), 1 1/2 PAIR BUTTS, LATCHSET (LEVER HANDLE), SILENCER, WALL $TOP W '- o "Xi' -0" 5.C. WOOD DOOR (STAIN) WITH WOOD JAM (STAIN),1 1/2 PAIR BUTTS, LAC SE E-- • ; 3 NEUJ 3' -0 "X T -0" S.C. *OD DOOR (STAIN) WITH WOOD JA113 (STAIN), 1 1/2 PAIR BUTTS, •CKSET (LEVER H NDL LO -, . ATHERSTRIP 2 NE 11 Air GPBD u _ D OPE �. -- p • TENANT SUPPLIED STRIP CURTAIN T V. ■ 6. NEW 3'- 0 "X7' -0" H. MTL DOOR D FRAME (PAINTED), 1 1/2 PAIR BUTTS (NW) WITH LQCKSE ( EVE- DLE), THRESHOLD, CLOSER, DRIP CAP, LATCH COVER, WEATHERSTRIP. SAW CUT EX. CONCRETE SEC 1008.1.9.10.1 STAIRWAY DOORS SHALL BE OPENABLE FROM THE EGRESS SIDE AND SHALL ONLY BE LOCKED FROM THE OPPOSITE SIDE. SE 1o01.1.1 ACCESSIBLE MEASN OF EGRESS ARE NOT REQUIRED IN ALTERATION TO EXISITNG BUILDINGS. ROOM SCHEDULE: - NEW WALLS TO RECEIVE 1 COAT PRIMER, PAINT TO MATCH EXISTING - NEW WALLS TO RECEIVE NEW RUBBER BASE TO MATCH - PATCH AND REPAINT AT DEMO OPENINGS - CEILINGS ARE AS IS bt1352 WALL SCHEDULE: A NEW 3 5/8" X 25 GA. STEEL STUD AT 24" O.C. TO CEILING WITH 5/8" GYP BD EACH SIDE B NEW INFILL EXISTING OPEING WITH STEEL STUD AT 24" O.C. WITH FULL THICK GATT INSULATION AND 5/8" GYP BD EACH SIDE REVIEWED FOR CODE COMPLIANCE, AP DIl3AVFD MAK22Luli City of Tukwila BUILDING DIVIRIflN CITY OFETUKjNIIq MAR '09 2011 PERMITCENTER 0225 GVA La DESCRIPTION a w w O 0_ 0 61 0 N N r N ► U• A PROPOSED TENANT IMPROVEMENT FOR: KOTIS DESIGN ST BUSINESS SOUTHCENTER Z: \CAD \2002 \0225 GVA -KM \Southcenter West Business Park \KOTIS DESIGN 1165 \SD -1 T -1 ADD EXIT.dwg, 3/9/2011 10:05:16 AM, Designlet 500 MAIN.pc3