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Permit D08-090 - UNIVERSITY OF PHOENIX - TENANT IMPROVEMENT
UNIVERSITY OF PHOENIX 6840 FORT DENT WY STE 100 D08 -090 Parcel No.: 2954900425 Address: 6840 FORT DENT WY TUICW Suite No: Tenant: Name: UNIVERSITY OF PHOENIX Address: 6840 FORT DENT WAY SUITE 100 , TUKWILA WA Owner: Name: PEPPERWOOD HOLDINGS LLC Address: 2835 82ND AVE SE #300 , MERCER ISLAND WA 98040 Phone: Contact Person: Name: LISA BOLSTER Address: 2221 5TH AVE , SEATTLE WA 98121 Phone: 206 - 441 -1449 Contractor: Name: FOUSHEE & ASSOCIATES CO INC Address: BOX 3767 , BELLEVUE, WA 98009 Phone: 425 746 -1000 Contractor License No: FOUSHAC 158OD Cityilf Tukwila • doc: IBC -10/06 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us DEVELOPMENT PERMIT DESCRIPTION OF WORK: TENANT IMPROVEMENT TO PART OF FIRST FLOOR FOR ADMINISTRATIVE OFFICES AND VOCATIONAL TRAINING USE TO INCLUDE DEMOLITION OF EXISTING PARTITIONS AND ADDITION OF NEW PARTITIONS, DOORS RELITES, LIGHTING OUTLETS AND FINISHES Value of Construction: $425,000.00 Fees Collected: $6,021.00 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2006 Type of Construction: V -B Occupancy per IBC: 0008 * * continued on next page ** Permit Number: D08 -090 Issue Date: 06/02/2008 Permit Expires On: 11/29/2008 Expiration Date: 08/12/2009 D08 -090 Printed: 06-02 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Permit Center Authorized Signature: The granting of this permit does not construction • erformanc 4 j Signatu 4 A ap Print Name: doc: IBC -10/06 City ATukwila 0 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 Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N n Permit Number: D08 -090 Issue Date: 06/02/2008 Permit Expires On: 11/29/2008 Date: 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. resume to give authority to violate or cancel the provisions of any other state or local laws regulating A f • rk. I authorized to sign and obtain this development e t. 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. D08 -090 Printed: 06 -02 -2008 Parcel No.: 2954900425 Address: Suite No: Tenant: • O 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 6840 FORT DENT WY TUKW UNIVERSITY OF PHOENIX 1: ** *BUILDING DEPARTMENT CONDITIONS * ** PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D08 -090 ISSUED 02/19/2008 06/02/2008 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: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 6: 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. 7: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 8: 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. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 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 Cityof Tukwila Permit Center. 12: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431- 3670). 13: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 14: ** *FIRE DEPARTMENT CONDITIONS * ** doc: Cond -10/06 D08 -090 Printed: 06-02 -2008 0 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 15: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 16: Maintain coverage and operability of portable fire extinguishers, sprinkler systems and fire alarm systems during demolition and construction. 17: 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) 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: Doors shall swing in direction of egress travel where serving an occupant load of 50 or more persons or a Group H occupancy. (IFC 1008.1.2) 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: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 24: 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) 25: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 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) doc: Cond -10/06 D08 -090 Printed: 06 -02 -2008 • 0 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 28: 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) 29: 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) 30: Every room or space that is an assembly occupancy shall have the occupancy load of the room or space posted in a conspicuous place, near the main exit or exit access doorway from the room or space. Posted signs shall be of an approved legible permanent design and shall be maintained by the owner or authorized agent. (IFC 1004.3) 31: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot -candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 32: 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) 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 sprinlder systems and all modifications to sprinlder systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and /or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinlder work shall commence without approved drawings. (City Ordinance #2050) 34: All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to the Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) 35: U.L. central station supervision is required. (City Ordinance #2050) 36: Maintain automatic fire detector coverage per N.F.P.A. 72. Addition/relocation of walls, closets or partitions may require relocating and/or adding automatic fire detectors. 37: 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) 38: Local U.L. central station supervision is required. (City Ordinance #2051) 39: The installation of wiring and equipment shall be in accordance with N.F.P.A. 70, Article 760, Fire Protective Signaling Systems. (NFPA 72- 1.3.3) 40: When the control panel is located inside a room, the door to the room shall have a sign with one -inch letters which reads "Fire Alarm" or "Fire Alarm Control ". (City Ordinance #2051) 41: Dedicated fire alarm system circuit breaker(s) shall be equipped with a mechanical lockout device. (NFPA 72 (4.4.1.4.2.1)) 42: In areas that are not continuously occupied, automatic smoke detection shall be provided at each fire control unit(s) location to provide notification of fire at that location. (NFPA 72) 43: The reset code for the fire alarm panel or keypad shall be 1- 2- 3 -4 -5. The reset code shall not be changed without approval of the Fire Marshal. The reset code should be permanently posted at the keypad. (City Ordinance #2051) doc: Cond -10/06 D08 -090 Printed: 06-02 -2008 • 0 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 44: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 45: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 46: An aisle to and working space shall be provided for each electrical panel. An aisle width not less than 24 inches shall provide access to the panel and 30 inches of working space shall be provided directly in front of the panel. (NEC 110.26(A) thru F(2)) 47: Each circuit breaker shall be legibly marked to indicate its purpose. (NEC 110 -22) 48: Doors into electrical control panel rooms shall be marked with a plainly visible and legible sign stating "ELECTRICAL ROOM" or similar approved wording. (IFC 605.3.1) 49: Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (IFC 703.1) 50: Fire doors, fire windows and fire dampers shall have a label or other identification showing the fire protection rating. Such label shall be approved and shall be permanently affixed. (IBC 715.3 Table 715.3, 715.4, 716.3.1 Table 716.3.1) 51: 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. 52: When fire resistive floor or floor ceiling assemblies are required to prevent the vertical and horizontal spread of fire and smoke, the assembly shall be maintained. (IBC 712.4.2) 53: In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. (IFC 505.1) 54: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 55: To schedule all construction fire - related inspections send an e -mail to fireinsprequest @ci.tukwila.wa.us. Include your name, telephone number, permit number, project name and address and type of inspection requested. 56: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 57: These plans were reviewed by Inspector 512. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 58: 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) 59: The total number of fire extinguishers required for an extra hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (4A 40 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 60: No point in a building may exceed the maximum exit access travel distance listed in Chapter 10, section 1015, Table 1015.1 of the International Fire Code and International Building Code. doc: Cond -10/06 D08 -090 Printed: 06 -02 -2008 • 0 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 61: Minimum widths of corridors shall be maintained in accordance with Chapter 10 of the International Building Code and the International Fire Code. 62: In Group B and M occupancies, the minimum clear aisle width shall be determined by the occupant load served, but shall not be less than 36 inches. (IFC 1013.4.1) 63: The path of egress travel along a means of egress shall not be interrupted by any building element other than a means of egress component as specified in this chapter. Obstructions shall not be placed in the required width of a means of egress except projections permitted by this chapter. The required capacity of the means of egress system shall not be diminished along the path of egress travel (IFC 1003.6) 64: All valves controlling the water supply for automatic sprinkler systems and waterfiow switches on all sprinkler systems shall be electrically supervised. (City Ordinance #2050) 65: All exterior components of sprinkler systems should be painted RED. This includes: Post indicator valves (PIV), outside stem and yoke (OSY), wall indicator valves (WIV), and Fire Department connection (FDC). (City Ordinance #2050) 66: Fire department connections (FDC's) shall be oriented in the direction of fire apparatus access, have a 4 foot clear space in front and to the sides of the connection, be appropriately signed and protected from potential vehicular damage. 67: The fire department connection (FDC) shall have a downward angle bend between 22.5 and 45 degrees, with a 5 -inch Storz fitting(s) and Knox FDC locking Storz cap. (NFPA 13- 6.8.3) (City Ordinance #2050) 68: The height of fire department connections ( FDC's) shall be 36 to 48 inches above grade. 69: Fire department connections (FDC's) shall be located within 50 feet of a fire hydrant. 70: For all commercial, multifamily and single family subdivisions, hydrants shall be placed so that a hydrant is within 150 feet of a building and so that no point of a building (around its perimeter) is greater than 300 feet from a hydrant. Distance from a hydrant to a building is measured along the path of vehicular travel. (City Ordinance #2052) 71: An approved manual fire alarm system is required for this project. The fire alarm system shall meet the requirements of Americans With Disabilities' Act (I.B.C.), N.F.P.A. 72 and the City of Tukwila Ordinance #2051. 72: Fire Department lock boxes shall be provided for access to all fire alarm panels and sprinkler risers. The appropriate key(s) for access shall be placed in the lockbox. Lockbox order forms must be obtained from the Tukwila Fire Department. The lockbox should be mounted so that it is readily visible and not over 60 inches high. (City Ordinance #2051) 73: The Tukwila Fire Department has changed keybox manufacturers, from Supra to Knox. Install a fire department Knox keybox. Contact the Tukwila Fire Prevention Office at 206 - 575 -4407 for ordering information. 74: When walls and ceilings are required to be of fire resistive or noncombustible construction, interior finish materials shall meet the requirements of International Building Code 803. 75: Utility and detention vaults, located in fire apparatus access roads, shall be designed to withstand an outrigger load of 45,000 lbs. 76: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) doc: Cond -10/06 D08 -090 Printed: 06-02 -2008 • 0 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 77: All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (IFC 503.1, 508.1) 78: Every building shall be accessible to Fire Department apparatus by way of access roadways with all- weather driving surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided width an approved turn- around area. Access shall be within 150' of all portions of the buildings. (City Ordinance #2047) 79: There shall be no enclosed usable space under stairways in an exit enclosure, nor shall the open space under such stairways be used for any purpose. (IBC 315.2.4) 80: Aboveground gas meters, regulators and piping exposed to vehicular damage due to proximity to alleys, driveways or parking areas shall be protected in an approved manner. (IFC Ch. 312, sec. 312.1 thru 312.3) 81: Combustible material shall not be stored in boiler rooms, mechanical rooms or electrical equipment rooms. (IFC 315.2.3) 82: These plans were reviewed by Inspector 515. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Cond - 10/06 * *continued on next page ** D08 - 090 Printed: 06 -02 -2008 • 0 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work construction or the performance of work. doc: Cond -10/06 D08 -090 Date: ll/ P g ordinances governing or local laws regulating Printed: 06-02 -2008 SITE LOCATION �_ -p- ` ,� ! Kung Co Assessor's Tax No.: 2-AS— L 1 Cj U - Q LI - S r I' PE-NAT VY f l 7! Site Address: rtJ FSuite Number: (U v Floor: Tenant Name: (A_ N IV c)f- New Tenant : , El Yes , ®..No Property Owners Name: ) - C>(J Y l C L •H — 1 '�/ / A �/��c 1 rc, �` 'NJ Mailin Address: L 7 ' ? . Nt I� i `� i I''t #�— �-� � �% 't N1 c ,— City State Zip CONTACT PERSON - who do we contact when your permit is ready to be issued Name: 1_—(.A Mailing Address: - 2-' 7 V /--\ `S[ZI City State Zip E -Mail Address: L- ���C��S�"�! 1� (� YY\ & Lv\r Fax Number: -' • -I-4-1-1 GENERAL CONTRACTOR INFORMATION - • (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: t o - U I 1 `� 1, 7 I'y- A -r '�' I A Mailing Address: . ) \ /We-- -\ U - ( VA City State Day Telephone: :!-- e -\ C�``; "�` C �.,� . Fax Number: % L.V Contact Person: E -Mail Address: ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: Mailing Address: Contact Person: E -Mail Address: CITY OF TUK A Community Devel ent Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 htlp://www.ci.tukwilawa.us O. Applicanons.Fnrms- Apphcatinns On Li a 3 -21106 - Prrmn Apphcanon.doc Revised: 1- 21106 bh Av Building Peit No. b() (7 qO 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 ** Day Telephone: = -r./(') --r I ( - I 49 FOuSG,ee av4 4S SOCiic4eS 3 2 C, 0 I s ' I T "e vl v a c c 2. L-, cf AGO g City State Zip Day Telephone: I T - ] Y t' - (Go a Fax Number: \I Y('- 373 �] Expiration Date: State City Day Telephone: Fax Number: Zip Page I of 6 . , - :. Existing ' Interior Remodel . 1 Addition to . Existing .- - Structure: '.. New . Type : of ' Construction per IBC Type of 'Occupancy per IBC l Floor _ 2. 0 1$6S.F• t 16 5 5 i Floor • 2_0 /g6 5.F — 3` Floor Floors thru• Basement • Accessory Structure *, — Attached Garage Detached Garage .. Attached Carport - Detached Carport Covered Deck Uncovered Deck BUILDING PERMIT INFORMATION - 206 -431 -3670 Valuation of Project (contractor's biipprice): $ \ -17 r, O 0 U Existing Building Valuation: $ Scope of Work (please provide detailed information t( :+ L. . (i. ,.. t1•` ��1" ' �.4 -Y� if fi • t (� 4 Lk 1 l x -Y -k7 :{ : ksi vtir.A. r "vA , - \) t- i. C; : S ' u - .( -- -tt -v\Ck l A ( L t L l \ Will there be new rack storage? ❑ Yes 14. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ja, No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If - yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 1l "paper including quantities and Material Sa ett' Data Sheets. SEPTIC SYSTEM Q On -site Septic System For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q:'Applwailonsiorms- Appircations On Lme3-2(1(16 - Permit Application doc Re� i,ed 9 -2006 bh Page 2 of 6 PERMIT APPLICATION IVES - Applicable to all permits in thi plication 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 OWNEI OR AUTHORIZED 1T: Signature: 2 7/ f � c R Date: t Print Name: Mailing Address: tCr ` t r a t D o o .\pptical om Forms- .'pphcanons On Lme0.2(06 - I'ronn Applicnwn due kr, Iced 4 -2i116 hh Day Telephone: �( (/ -- 2(0 7— L °Le c City State Zip Date Application Accepted: —0 O Date Application Expires: Staff Initials: LIK I Page 6 of6 Parcel No.: 2954900425 Permit Number: D08 -090 Address: 6840 FORT DENT WY TUKW Status: APPROVED Suite No: Applied Date: 02/19/2008 Applicant: UNIVERSITY OF PHOENIX Issue Date: Payment Amount: $60.00 Initials: WER Payment Date: 06/02/2008 02:09 PM User ID: 1655 Balance: $0.00 Receipt No.: R08 - 01895 Payee: REBECCA DAVIDSON City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us TRANSACTION LIST: Type Method Descriptio Amount Payment Check 6610 60.00 ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES RECEIPT Account Code Current Pmts 000/345.830 60.00 Total: $60.00 3126 06/02 9711 TOTAL 1353.50 doc: Receiot -06 Printed: 06-02 -2008 Parcel No.: 2954900425 Permit Number: D08 -090 Address: 6840 FORT DENT WY TUKW Status: PENDING Suite No: Applied Date: 02/19/2008 Applicant: UNIVERSITY OF PHOENIX Issue Date: Receipt No.: R08 -00460 Initials: WER User ID: 1655 Payee: RADOVICH PROPERTIES TRANSACTION LIST: Type Method Description Amount ACCOUNT ITEM LIST: Description rinr.• Rarfaint -n8 Payment Check 14463 5,961.00 BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: //www.ci.tukwila. Account Code Current Pmts 000/322.100 000/345.830 000/386.904 RECEIPT Payment Amount: $5,961.00 Payment Date: 02/19/2008 09:20 AM Balance: $0.00 3,610.00 2,346.50 4.50 Total: $5,961.00 8787 02/19 9710 TOTAL 5961.00 Printarl• 09- 19 -900R Project: • Type of Inspection: Address: (11k1') i D i ( i3e.. oiti Date Called: Special Instructions: _ 'Date Wanted: , 2 6 , , J� amf Requester: Phone No: L5 4 — 7o el Do y/ 010 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION fz 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. ❑ Corrections required prior to approval. 2` COMMENTS: p e1 Pf L 7_ Inspe Date: El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Project: f _ 4 Uri JO 3 r fiApeA Type of Inspection r- Dv . E /�, Address: 7_ L 4 0 r -v��.( 4 e-A VA Date Called: y Special Instructions: Date Wanted: .. ---, ,...2,,,.-7 Dio. p.m. Requester: Phone 47-5.-40(/ ` 70Y9 INSPECTION RECORD Retain a copy with permit INSPE NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION >R 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 U Approved per applicable codes. El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. b Corrections required prior to approval. COMMENTS: fl , n C 5 ..•(e . ( Inspector: (Date: y 2-7 i) Receipt No.: 'Date: Project: (aA;Ovs.. o Pit Type of In pectioq: 6I A-a, Al Address: �"�- .� I2 uc b) Date Called: �- Special Instructions: ` 6 7_ L 0 - C3 1 '77 Date Wanted: f' ]f Z.� �Jc� _a .nt p.m. Requester: Phone 23 " - C S '' 11 1 INSPECTION RECORD Retain a copy with permit INSPECTION TNO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 70( - °ld PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. ti COMMENTS: 1lnspeco (Date: & El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 Receipt No.: 'Date: Project: . ?�� - e IsS of Inspection: S1I CpfKKOIREI Date Called: ` A !M Al re Address; q Q i c �4 Special Instructions: I5ate Wanted: Requester: Poe No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 tpC53-GS a PERMIT NO. (206)431 -3610 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: _ ( ._ ❑ $60.00 REINSPECTION FEE I WIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: R COMMENTS: 3 6.0 titres- r `S Lt-4 ' re cN J (G ( Screws , ^ (6 6r: n i -- r - b 04'6- ct 11,_1 ) 4,tlX D 'N d & U-��i I 'EN r P__ - ,...1 r..? 4 . i A , 0( T.,_s p_ ,i r a (k F'1 i AA 4e- P 11 r # ( re .a �` 4" J --r it 0 A ," pei (>1 C .yti ( of ?If / ) .f pe pJfn ( -'1 J ; c�� r-i ^J 1 1--1.--/E --kmi /1 ] , \'2 A l If a J P . l Proj 4, i risi/t /dPhp~/ Type of Inspection: c - e.S ". Cb. /�l Add d o Fe9 /7 ` Aiii ( _ „gate LJ Called* ` (� l , 1 -_,. /e -1 ' Date Special Instructions: Wanted: as 7 -4 - De p.m. Requester: Phone No: - "X C. —/79 / -1=Vz INSPECTION RECORD Retain a copy with permit Dog 65 PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. Corrections required prior to approval. Ins t c� orb l� t ,0 Date: 7 ,l El $60.00 REINSPECTION F E EOUIRED. Prior to inspection, fee mu be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: COMMENTS: (AI A ( £ J °1' d of t) J el— a ecjr■' (.-A 4 ily �h1 1 i r; L 6 ce i H4 (,,,v P j f Ail lir! f iiird J c J Special Instructions: 'II 5 lit is r` 6 J d T / r - ),-), --. t ep J../ .p 4 j --4 r- i.. c r- 7vi 4 r'"' d e I AKe.J Phone No: - 4. ?s (0s -Nit Project: Type of Inspectign: Address: Date Called: f-� '7100 ,(r Special Instructions: Date Wanted: / 41 .... 24 a.m. Requester: Phone No: - 4. ?s (0s -Nit Doe- ()go INSPECTION RECORD Retain a copy with permit INSPE ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION f � 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. ❑ Corrections required prior to approval. Inspect r: A epi IDate 11‘r ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: hatteSS.hollaaltiestLitlr&s.....ftgA..bareSikkottbrek06.14e_ iFW R�9EC^•�4 - a _ d 4y shf ritti.omdzsrAt VI.AAX Project: U, ; vet s , , 0.F. i9/1 , x Type of Inspection: F,ft- PI-14.1 • • Address: "7/ oo Suite #: �p ;1,14- w Contact Person: vt. Special Instructions: Hood & Duct: Phone No.:. Needs Shift Inspection: is 5 Sprinklers: V�.5 Fire Alarm: ; 4f4 Hood & Duct: 0 Monitor: Pre -Fire: _ y° Permits: - - Occupancy Type: .i: .ice ..s�c �ws:....r,3,w.�z>r.,,•.n _.,�x,�al�.:��.....s��. - h. 3 INSPECTION NUMBER Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Word /Inspection Record Form.Doc 1/13/06 � CU_- a �b -r- 3' PERMIT NUMBERS 444 Andover Park East. Tukwila. Wa. 98188 206- 575 -4407 • Corrections required prior to approval. COMMENTS: 4\4 C k \ A 4 Inspector: 5(4 Date: Z 74 1 Hrs.: g $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from h e City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 COMMENTS: Sprinklers: . Address: a q t 0 0 Suite #: lea f- Ik t V• `I Contact Person: I-PQto Special Instructions: i as Phone No.: 40-17414, - 0 ( _p -, � •�• � �•o- f- -•. r -.. •+ -t.-r �r. •: c•.•:. :I.' .1 ^.v •ra •a•.- 0a•, a- r. , .c • :- r -- »:.. s- s•.- =:••.. . — ; -. Project: ONiv o4- Vikutc - w X Sprinklers: Type of Inspection: Address: a q t 0 0 Suite #: lea f- Ik t V• `I Contact Person: I-PQto Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: , re. -savaZniMso 7.* air � 2 - INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 - I Inspector: proved per applicable codes. t4 %A J 5 / Z Word/Inspection Record Form.Doc por 'eat - - 300 PERMIT NUMBERS Corrections required prior to approval. Date: i f5 v 4 7 114 Hrs.: $8.00 REINSPECTION FEE REQUIRED. You will receive an invoice from City of Tukwila Finance Department. Call to schedule a reinspection. 1/13/06 T.F.D. Form F.P. 113 Project: No ut K tocktX Sprinklers: `,�� Type of Inspection: `.,MC`L Address: - 1 00 G., Suite #: , oo Nt ° "'' Co tact Person: o Special Instructions: Permits: Occupancy Type: Phone No.: Jo b Needs Shift Inspection: Sprinklers: Fire Alarm: . Hood & Duct: • Monitor: Pre-Fire: Permits: Occupancy Type: INSPECTION NUMBER • :ea1 Y; ^A INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Approved per applicable codes. PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 4 n Corrections required prior to approval. COMMENTS: ---- Co C-T je Inspector: l S I I Date: 81 is, / orb Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from he City of Tukwila Finance Department. Call to schedule a reinspection. f Word /Inspection Record Form.Doc r 1/13/O6'- `#`� r, T.F.D. Form F.P. 113 Seismic Separation Joints (D When a seismic separation joint is required, USG offers several options that satisfy requirements for installations in IBC seismic design categories A, B, C, D, E, and F. USG conducted full -scale testing and evaluation to qualify the performance of these systems. Practical, easy to install, and designed for minimal visibility, DONN seismic separation joints represent the best and greatest range of options to satisfy the stringent requirements for all seismic installations. For more information, please refer to certification of performance AC3235. Tee -Face (Main Tee or Cross Tee) Sleeve Available for DX/DXL, DXT, and DXF/DXFF. hanger who tee -face sleeve ane side of splice cap crimped to allow movement only on opposite end Expansion Joint M12 Molding hanger wire near tee end lay -in ceiling panel _I 1' L typ. (3) M12 wall main tee or moldings cross tee pop rivet (lypica ) Expansion Joint US25 Molding field- fasten channels hanger who securely back to back and field -punch hanger tee cross tee . who holes US25 channel molding lay -in ceiling panel Tee -Face (Cross Tee) Sleeve 4-Way Seismic Expansion Joint Clip 12 -ga. hanger wire 12 -ga. hanger wire (existing) at 4' -0' o.c. field cut existing main tee cross tee 1' cross tee cross tee L e side of splice cap crimped to min. allow movement typ• only on opposite end Expansion Joint — M20 Molding 12 -ga. hanger wire min. within 8' of tee end stabilizer bar along tee ends to prevent spreading main tee 1' x 2' wall or cross tee molding 12 -ga. hanger who at 4' -0' o.c. main tee field- fasten molding to main tee and through CT clips flatten CT clip cross tee Expansion Joint Accordion - Style hanger wire expansion Joint by others main tee cross tee 4 -way seismic field cut main tee expansion joint clip cross tee fastener one side of splice cap crimped to allow move- ment only on opposite end J1'l. min. t p• tee - face sleeve 4 -Way Seismic Expansion Joint Clip 4 -way seismic expansion joint dip- IQaao o n taws tee main tee 3/4' typ. fasteners 0 �- art as= tee caps it cross tees used and end detail Is inserted Into main tee Expansion Joint — M7 Molding fasten near horizontal back to back M7 or face to assure tight joint /2 M12 wall moldings 1yp March 3, 2008 Lisa Bolster 2221 Fifth Avenue Seattle, WA 98121 RE: CORRECTION LETTER #1 Development Application Number D08 -090 University of Phoenix — 6840 Fort Dent Way, Suite 100 Dear Ms. Bolster, 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 Department. At this time the Fire, Planning and Public Works Departments have no comments. Building Department: Allen Johannessen, at 206 - 433 -7163 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) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted throujih the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, Brenda Holt Permit Coordinator encl xc: File No. D08 -090 P:\Pemut Center\Correction Letters\2008\D08 -090 Correction Ltr #1 .DOC wer • City of Tukwi • Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • Building Division Review Memo Date: February 29, 2008 Project Name: University Of Phoenix Permit #: D08 -090 Plan Review: Allen Johannessen, Plans Examiner • Tukwila Building Division Allen Johannessen, Plan 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. Please provide an emergency egress plan. Emergency egress plan shall identify the common paths of travel leading to the required exits. (IBC 1 025.8) 2. Show egress pathway lighting on the reflective ceiling plan. Emergency egress lighting shall comply with egress illumination where emergency pathways have sufficient illumination to meet the 1 foot - candle requirement at the walking surface. (IBC Section 1006 & 1025.8) Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. ACTIVITY NUMBER: D08 -090 DATE: 04 -29 -08 PROJECT NAME: UNIVERSITY OF PHOENIX SITE ADDRESS: 6840 FORT DENT WY Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter #_ X Revision # Mier Wee Permit Issued DEPARTMENTS: B ildi g ivision Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUESITHURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 • PERMIT COORD COP PLAN REVIEW /ROUTING SLIP Fire Prevention II Structural Review Required fi16 4 -1-00 Planning Division Structural ❑ Permit Coordinator ri DUE DATE: 05-01 -08 DATE: Not Applicable ❑ No further Review Required ❑ DUE DATE: 05 -29 -08 Approved I Approved with Conditions Not Approved (attach comments) n DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DEPARTMENTS: Public Works • PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D08 -090 DATE: 03 -11 -08 PROJECT NAME: UNIVERSITY OF PHOENIX SITE ADDRESS: 6540 FORT DENT WAY SUITE 100 _ Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued Fire Prevention Structural n n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUESITHURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 I Incomplete DUE DATE: 03 -13 -08 Structural Review Required No further Review Required DATE: DUE DATE: 04 -10 -08 Not Approved (attach comments) ❑ DATE: Planning Division Permit Coordinator Not Applicable ACTIVITY NUMBER: D08 -090 DATE: 02 -19 -08 PROJECT NAME: UNIVERSITY OF PHOENIX SITE ADDRESS: 6840 FORT DENT WAY X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: /J Z '1 -o' B it in rvi Yorti ► _� Complete Comments: Please Route Documents/routing slip.doc 2-28-02 PERMIT COORD COPY e PLAN REVIEW /ROUTING SLIP lA WoV� t ►. 2 -1Fot) TUES/THURS R UTING: REVIEWER'S INITIALS: 611- 41, 1-v.8 Fire Prevention QE'T ERMINATION OF COMPLETENESS: (Tues., Thurs.) Structural ❑ Permit Coordinator Incomplete Structural Review Required APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: n DUE DATE: 02-21 -08 DATE: DATE: .W. 2 -U4e tanning Division Not Applicable No further Review Required n DUE DATE: 03 -20 -08 Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: Not Approved (attach comments) Ff Permit Center Use Only CORRECTION LETTER MAILED: � l 4 ) - 0 8 Departments issued corrections: Bldg IY Fire ❑ Ping ❑ PW ❑ Staff Initials: 2 REVISION NO. DATE RECEIVED STAFF INITIALS STAFF INITIALS ISSUED DATE STAFF INITIALS D$ Summary of Revision: Received by: � Sum of Summary Revision: 4 -e$ rk 4 , a- h f•ewCorlc, 1I�1 La2:Le +h (API ∎d1 Received by:VAVZ/4 j/97 . r REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: PROJECT NAME: t )vi,ve's► • i�l PERMIT NO! � TO SITE ADDRESS: if It F - () ORIGINAL ISSUE DATE: REVISION LOG (please print) (please print) (please print) (please print) (please print) • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 3 0 l ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # rs Revision # 2-- after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: V h IVfrSlfr Q' Phoel1 Project Address: 6 S IQ Fort (7( i7' uhf y ' � TV kwl'Gt W,4 q 8 1 g 8 Contact Person: L. ! 54 1.?t71'S7C 1" Phone Number: (WO 4 / Y 1 of Summary of Revision: \applications \forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: /1 Y(14 /41100 a 1' Inferio OPP,et' parf;tlolly addition A7 .5d!e -)( efr rr owithalr partiT jaw s oCet7"ta e l ally T tet Plan Check/Permit Number: D Q g - O lQ Sheet Number(s): T x "f TZ 71.-4 "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 y � -(� Steven M. Mullet, Mayor Steve Lancaster, Director Ve/e tiovr of Casework (T1-3) 1 3)AdcJi I1DN ,04' * itii triOr partitiaii Kiwi 4 1,,, t ✓( 4 s 5 & ., t b l >/ 1 - l r l (I-i v r - cor dor ,ar-r7 h i ( 2 - ) RECEIVED CITY co- t utNVILA APR 29 2008 P CE • City of Tukwila i REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 3 ' / ' B S Plan Check/Permit Number: D08-090 ❑ Response to Incomplete Letter # _ ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: UNIVERSITY OF PHOENIX Project Address: 6540 Fort Dent Way, Suite 100 Contact Person: Lisa Bolster Phone Number: 20 6 ' • ' V /V-47 Summary of Revision: E'er, Ede._ - ewc., 2 A) /ADD e--z) r¢-n/^ �6�E_.S.l' A/ 4ef /De '1-71c Y�.✓� �7� ��•✓� Y G i�f , 'V6 sF� -S - e-�- - ? /- 4 I ") .9 E2) ff` �7'y7 b7-6 eiYL-7 G 6-2- .f e- 903 .9-",rZ) /7)9 -J 4c o• p, 772- 4 - 7 — j— I . RECEIVED oirY OF TUJKWIIA Sheet Number(s): � "' / ' -7-7— 4 "Cloud" or highlight all areas of revision including date of revision R'a Received at the City of Tukwila Permit Center by: Entered in Permits Plus on \applications\forms- applications on Gne\revision submittal Created: 8 -13 -2004 Revised: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us MAR 11 2008 PERMIT CENTEF+ Business Owner Information Name Role Effective Date Expiration Date FOUSHEE, JEFFERY C 01/01/1980 BARKER, RICHARD A 01/01/1980 ANDERSON, LOCH G 01/01/1980 Look Up a Contractor, Electrician or Plumber License Detail Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. License Information License Licensee Name Licensee Type UBI Ind. Ins. Account Id Business Type Address 1 Address 2 City County State Zip Phone Status Specialty 1 Specialty 2 Effective Date Expiration Date Suspend Date Separation Date Parent Company Previous License Next License Associated License FOUSHAC 1580D FOUSHEE & ASSOCIATES CO INC CONSTRUCTION CONTRACTOR 600259643 38502900 CORPORATION PO BOX 3767 BELLEVUE KING WA 98009 4257461000 ACTIVE GENERAL UNUSED 9/4/1985 8/12/2009 ROWLEFC236RW BIRTCCL093M6 Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date SAFECO INS CO OF Until Page 1 of 4 https: // fortress .wa.gov /lni/bbip /printer.aspx ?License= FOUSHAC 1580D 06/02/2008 ..... .............. .. ..., , .:. . ... .... -- ni ...... ,... ,._ . ..- ... ..,,........... ACT ACOUSTICAL CEILING TILE MAX MAXIMUM ADJ ADJACENT /ADJUSTABLE MECH MECHANICAL AFF ABOVE FINISH FLOOR ALT ALTERNATE MFR MANUFACTURER MIN MINIMUM ALUM ALUMINUM MISC MISCELLANEOUS APPROX APPROXIMATELY MTD MOUNTED @ AT MTL METAL BLDG BUILDING N NEW BLKG BLOCKING B/S BUILDING STANDARD NOT APPLICABLE NIC NOT IN CONTRACT - CAB CABINET NO. (#) . CLR CLEAR/CLEARANCE O NUMBER CLG CEILING NOM NOMINAL CL CENTERLINE NTS NOT TO SCALE COL COLUMN OC ON CENTER CONC CONCRETE OPNG OPENING CONST CONSTRUCTION OPP OPPOSITE CONT CONTINUOUS ORIGINAL ORIG ORIG NAL CPT CARPET P.J. PJ PANEL JOINT CT CERAMIC TILE PL PLATE DA DIAMETER PLAM PLASTIC LAMINATE DIM DIMENSION PLYWD PLYWOOD DN DOWN PNL PANEL DR DOOR PR PAIR DWG DARAIWING PTN PARTITION ELEC ELECTRIC(AL) RB RUBBER BASE ELEV ELEVATION VIEW (VIEW) REF R REFRIGERATOR () EXIST EXISTING REINF REINFORCING EXT EXTERIOR REQ REQUIRED FD FLOOR DRAIN REV REVISION.REVERSE FIN FINISH RM ROOM FLR FLOOR RO ROUGH OPENING FLUOR FLUORESCENT SCHED SCHEDULE FR FIRE RATED Fr FEET FURN FURNISH/ FURNISHING 51M SIMILAR GA GAUGE SPECIFICAON GALV GALVANIZED GL STANDARD B STL STEEL H HIGH STOR STORAGE HC HOLLOW CORE SUSP SUSPENDED HDWE HARDWARE T.B.D. TO BE DETERMINED HM HOLLOW METAL TEL TELEPHONE HORIZ HORIZONTAL TYPICAL TYP G HT HEIGHT U.C. UNDER CABINET HVAC HEATING VENTILATING U.N.O. UNLESS NOTED OTHERWISE AIR CONDITIONING VCT VINYL COMPOSITION TILE IN INCH VERT VERTICAL INCL INCLUDE V.I.F. VERIFY IN FIELD INSUL INSULATION W/ WITH INT INTERIOR W/O WITHOUT JT JOINT WC WALLCOVER ING LF LINEAL FOOT WD WOOD WS WORKSTATION "a. f : : :z ---\ SCOPE 0 F WORK. OFFICE _ ' g Evi �w 1 Gtl � OV C•®� C ' � IAQI �� C \ r a „ �I�t'' Approval th violation f � No NOTE: and FORT D BUILDING 6840 FORT DENT A TUKWIL WA 98188 � D 5511 • k � ®v ED a 9 ' ® � : ` liB �° ° w ' � ���� / ` / �w � of n of any COd@ `�1 ■'■ �f1� r . • • ✓. 1 Aiir / r . .. 1.1.< -,ice �• � ° r 8�1 i ... -, . O . . Of T1l� SUP �.i��S� _ cha made to the of wout p ri or ap al Building Division, R require a new Ian may include additional plan review I WAY �� >E . ',. � _ Receipt is = ._, .- = ►. i��.. ..-4 . ' sco of submm 1 few a I I I • k • SITE Q m cc ce- z ®� FORT DENT W TENANT IMPROVEMENT TO PART OF THE FIRST FLOOR FOR ADMINISTRATIVE OFFICE AND VOCATIONAL TRAINING USE TO INCLUDE DEMOLITION OF EXISTING PARTITIONS AND ADDITION OF NEW PARTITIONS, DOORS, RELITES, LIGHTING, OUTLETS AND FINISHES. CONSTRUCTION TYPE: V -B SPRINKLERED AREA OF SUITE: +/- 16,283 NET SQUARE FEET OCCUPANCY: B OFFICE BUILDING CODE: WASHINGTON STATE BUILDING CODE; 2 0D6'INTERNATIONAL BUILDING CODE 2006 INTERNATIONAL MECHANICAL 2006 INTERNATIONAL FIRE CODE ' 2006 INTERNATIONAL PLUMB . PLUMBING CODE 20D5 NATIONAL ELECTRICAL CODE IOC /ANSI 117.1 -ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES r WASHINGTON STATE ENERGY ,ODE (WSEC), WAC 51 -11 WASHINGTON INDOOR AIR QUALITY CODE LEGAL DESCRIPTION ,. _ - Protrudi ob ects shall not ored lean ais e� width of 36 width of accessible rout i (ANSI 307.5 IB 1003.3. W 1-405 MEANS OF EGRESS ILLUMINATION IBC 1006.1 Illumination required. The means of egress, including the exit discharge shall be illuminated at all times the building space served by the means of egress is occupied_ IBC 1006.2 Illumination level. The means of egress shall not be less than 1 foot- �, - be c andle at the walking level. : ::::: ...:::::::::.::....:..:.: _� ... .. .. � Clear wi dth of and acces route shall w ana a t a minimum o f 32 inches wide within w c24 inch run or 36 inches ide X24 inch ru ( ANSI s ac a ble 403 - 0) IBC 1006.3 Illumination emergency power. w The power supply for means e of egr shall illumin the following areas::: 1. Aisles and unenclo o stairwa of rooms that require t wo or more means f ress. g 2. Corridors, exit enclosures and exit passageways..' 3. Exterior egress components... g P 4. Int erior exit discharge elements... _ ' � o � .. ° \ I PM ° o I rs � • . \ \ ° \ LOT 10F SHORT PLAT NO 79 7 -55 ACCORDING TO SHORT PLAT SURVEY RECORDED UNDER KING COUNTY RECORDING NO 7908210370. TOGETHER WITH THE FOLLOWING DESCRIBED PORTION OF LOT 2 OF SAID SHORT PLAT, BEGINNING AT THE MOST_WESTERLY CORNER OF LOT 1 OF SHORT PLAT NO 79 -7-55 ACCORDING TO , SHORT PLAT SURVEY RECORDED UNDER KING COUNTY RECORDING NO 7908210370, THENCE NORTH 63 3549" EAST 237.32' TO THE MOST NORTHERLY CORNER OF SAID LOT 1, THENCE SOUTH 26 "24'11" EAST 227.32' TO CORNER BETWEEN LOTS 1 AND 2, THENCE NORTH 6395'49" EAST ALONG THE SOUTHEASTERLY LINE OF SAID 5 ^ 2411 n WEST 77.65 1 , THENCE NORTH 56 " 15 LOT 2, 22,25', THENCE NORTH '11" WEST 234.09', THENCE NORTH ' ■ 26 INTERSECTION 3 1 "1243 WEST 82.39' TO AN IN; E WITH THE NORTHWESTERLY LINE OF SAID LOT 2, THENCE SOUTH 58^47'17" WEST ALONG SAID NORTHWESTERLY LINE 102.77', THENCE SOUTH 55 ^39'53" WEST ALONG SAID LINE WEST ALONG SAID LINE 55.63', THENCE SOUTH 39 "21'15" 663.16 THENCE SOUTH 48"39'W WEST ALONG SAID LINE 88.24', THENCE 50UTH 30 ^04'58" WEST 85.21' TD THE MOST WESTERLY CORNER OF SAID LOT 2, THENCE SOUTH 37 "3640 EAST 20.92' TO THE POINT OF BEGINNING. PROJECT DIRECTORY: NORTH 5. Exterior landings... for exit discharge doorways... _ _� As / o ♦ ° ° EXISTING a FORT DENT 2 a ° j �� /j� j j , �, . j % = � % %' , ° i ; -// ,,,', ; '- , . % %'�,� % �� . Q �I �� j � I �� ��♦ / j i _ 8 `"`°'�`� �✓ VICINITY MAP NTS ��[ [ `� ` I ` .0.3` %" ° � ���� I - -s ° 0 1= j / Q %est- v �w��i / " i� ' ` / j / • �I /% ', ' 1 I ■ LL1 I �_ = - 1 __ 1 ; iT ` � � ' ' k I TRAVEL DISTANCE 46' ! -- j I - _ 1 1 ' � - a � - - - - J ` I -- � L� ` � c y .. • ;f )) . TENANT: BUILDING REPRESENTATIVE: U of PHOENIX MERCER LAND, WA 98040 TENANT REPRESENTATIV CONTACT REBECCA DA VIDSDN APOLLO D EVELOPME NTCORP 206 - 267 -2669 (PHONE) 4615 E ELWOOD ST 206 267 -0061 FAX (FAX) ) PHOENIX, A 85040 CON TACT: BOB BURNEY 480 557 1763 PH ONE (PHONE) CONTRACTOR: 480- 929 7386 FAX T.B.D. EMAIL bob.bumey@apollogrp.edu II grp edu me @a o 0 Y SEPARATE PERMIT -FOOT. REQUIRED DESIGNER: iQ MARVIN STEIN AND ASSOC., LLC L '. •_ ■ •-: ,. 2 221 5TH AVE. SEATTLE, WASHINGTON 98121 � r � CONTACT: LISA BOLSTER `a 206-441-1449 (PHONE) (a� 206 - 441 -4361 (FAX) EMAIL - I.bolster @marvinstein.com of Tukwila BUILDING DIVISION - - - - - � ��, : : Q� � kg‘ k 1 I -("- �_ ____ • - I � rA -T- _ E I te i 1 i 1. 1 7 - ' -- I ■ / .p � i I I 1 1 f .... } "._ _.. _._ . -- F + I ., 9 i <:� , . 1 .---.. ' O �` �z1�1�1 1 ' ' ____ I - - I A I � .I � • __ ___- _______ r - ; _ •' : <7 • -` - , ,: =.: ";_ °:':;..... _ _ = - w -- - -- - ['`_;''_. -';' , - - - - - _ I - - -- �•�: _:::� ant' ' • -. .. .. _ °: i.,.:, ti- .. _ ... �: 'IE `; . - �f' • Y�`' ',•'.- ".."h�. - e 9 , - ; � :x F: =lea. - • e • � : - = :'`��a • . u1 ` <.::: •'` - - °� .`��� � - ' �:; •'�' I �" _ - F es ' ` 1 � � 4 t_, ■: =' - , , - - � . X� T 1 Ir ©© C� • !r: V __ `------- y - - - � - __�__ - , ,, "ate x w T ARE O F WOR - FIRST FLOOR ONLY g . ':r g L11.2 i .� L■ I. �'.. t r i . . I nr) r> I '=)1 1 '�^�.. - r - y NI I. rl 1 1 • � _ ` '\ � N , . • ._.;.. - - - - - - -- �';� _:_. =..• .i:- t- 7 -- - - i � a ���l������. e. _ r , t ' • ,; �_ � �� - _ - _ _ HUMID' �_.... �. �'' ' ',--,. I�: : •.� t• {' :':= :�_: -: j - - ..,. -...° l _ > - 1 E .._, • �. _ ' -- - - - -- 4 •' . _..._.I��������_ O k II/ 1 1 . � 1 , 1 i . ° ° ; f � . k` ,'�.•�- •. . : I.�. �•�- i ' I . � " , ; . ° °: ■ it 1 0 - 1 _. _.._. . e " . • ' - • - - ° r ■. _ - � ° • . :: ° ° ; a ° I ! '' yy ' IOil EXIT UllU i I ■� ; I .. , I - '� _ 2 ABBREVIATIONS EXITING PLAN 1i16 " =1 -o" 4 SITE PLAN NTS PROJECT INFORMATION ' te INSULATION INSULATION _ l 3 518" x 1 1/4" (2) #10 SCREWS LINE BEYOND, PROVIDE INSULATION PROVIDE INSULATION // -S 25 GA TRACK W/ _ - - SEISMIC BRACING PER 7/TI -1 .. .�•� . ' . ' , � � \� ` .� �.� * , i \ 45 ^ \ �' @ . VERTICAL WIRE HANGER -NO. 12 GAUGE 4' -0" O.0 OALONG CH MAIN ". DIRECTION ASTENED MAIN RUNNER AND CUT TIGHT TO STRUCTURE ABOVE, HELD IN PLACE BY VERTICAL WIRE HANGER AND HEAVY GAUGE WIRE P IN ! -6S7 ft OF •, L IIFI V� I NGTON METAL STUDS STAGGERED @ 8'-0" D.C. FOR ALL 12' -0 ". ATTACH To STRUCTURE ABOVE W/ HILTI " : POWER DRIVEN FASTENER 3/4 MIN. #10 SCRE WS CONTINUOUS CEILING GRID DD NOT SEISCER 7/T1 -1 CONT. 3 518" x 1 1/4" ` 25 GA. TRACK W/ - ( 10 SCREWS! a(� 24 t} C - CONT. ` , '- `.. '�.. _ 7/16"- HEX NU 3 PLACES PER BRACKET .__�, .. rm = - SEISMIC BRACING PER 7ITI 1 If rc -� �r -tea- -• - 60509 SEISMIC ANCHOR Y- BRACKET @ 24" O.C. -� t ' ~r m ilt ' �;j iii �I!'I �i I� r rtl 1 _ CV r-- � LINE OF CEILING GRID • "- _ Marvin ,$ a ry i n S Diann ing 2221 Fifth Avenue, ° g \ � L S O C i a 1. e,S L,LC 7 design Seattle, Washington ,95121 (206) 441 _. � _ _ :.,,,. ; fir 'b LINE OF CEILING GRID - - -- BE SEE R. C .P. - -- -- ' - �� BEYOND, SEE R.C,P. OF CEILING GRID SEE R.C.P. I SUSPENDED ACOUSTIC TILE CEILING I MAIN RUNNER 4' -0' D.C. (2 � CUT. \ / f _ 62339 SEISMIC UPPER ROD •,. :,mss- SUSPENDED ACOUSTIC TILE CEILING DD NOT GUT 'L' CONT. 'L' METAL TRIM WI PAPER WING 1„ ,.rrrL: CONT. METAL TRIM W/ PAPER WING 518" FIRE TREATED , • '. 5/8" FIRE RETARDANT TREATED 45^ ���.''°.---" ���:- 45^ • �. _ #10 -24 X , CON,_ - - -�� : _ `/ �� l� \ /. l at L. P AN H SAD MACHINE SCREW. 4 PLACES PER BRACKET -: "' r =7a1 ` �; : ,� 1 r j 1f'f = / Y Jr" ■ I C EILING _ i 1 AP 1 REVEAL BLACK) OR rI � C + I� SUSPENDED CEILING. -RETARDANT � U �;:: ' ~•• ~I= < ~ i : r.11 r II : : PLYWOOD BLOCKING @WALL HUNG ITEMS (WHERE APPLICABLE - REFER TO DRAWING PLANS) ALTERNATE FOR PLYWOOD BLOCKING WALL HUNG " © I ITEMS (WHERE APPLICABLE - REFER TO ' (PAINT ( ) I' I SCHEDULED PARTITION ���r VERTICAL ST STENED MAIN RUNNER. MATCH EXISTING. 118" BLACK EDAM TAPE HOLD BACK 1l4" FROM EDGE OF TRACK. 00435 SEISMIC ANCHOR _ DRAWING PLANS) ALTERNATE #1 FOR BLOCKING: DE GALV. SHEET METAL IN LIEU OF ( WOOD BLOCKING) 20 "WIDE GALV. SHEET METAL IN LIEU OF ( WOOD BLOCKING ) HEAD S ER = �• HEAD SECTION � , ACOUSTICAL CEILING SYSTEMS INSTALLATION PROVIDE ACOUSTIC BAIT BETWEEN STUDS. - "X" ACOUSTIC BATT BETWEEN STUDS. . - "X" 6 PREMANFACTURED DEMOUNTABLE PTN 118" =1=0" DRAWN BY: TS, CL JOB NO,: 00153 -067 5/8" TYPE GWB EACH SIDE 4 SCHEDULED BASE ° • AWA 'F 5/8" TYPE GWB EACH SIDE 5 SCHEDULED BASE ` - .. . ` • �' • ` ■ . -- --0 SEISMIC BRACING PER 7/TI -1 . ' .� N. --al-- 60509 SEISMIC ANCHOR Y BRACKET �' 0 .-- _ 7116 " -16 HEX NUT ' CHECKED BY LB,GC DATE: 2/13/08 . - LATERAL BRACING TENANT WALLS (wio CASEWORK) INSTALL PER INTERNATIONAL BUILDING CODE SECTION 803.9. IN ACCORDANCE WITH ASTM C 635 & 6. SUSPENDED CEILING SUPPORT DATA PERMIT SET NTS 8' MAX8' MAX8' MAX8' MAX8' MAX8' MAX 2' MAX FINISH FLOOR c--- CONT. 25 GA. GALV. STEEL RUNNER / CHANNEL - ANCHOR TO FLOOR AS / REQ'D. HILTI POWER DRIVEN FASTENER _ 3/4 " MIN EMBEDMENT. FINISH FLOOR __ _ : er ' .� _ CONT. 25 GA. GALV. STEEL RUNNER : / CHANNEL - ANCHOR TO FLOOR AS REQ'D. HILTI POWER DRIVEN FASTENER 314" MIN EMBEDMENT. =� SCALE: AS NOTED �, �, �, �, �, � , r ,i% REVISIONS /ISSUANCE -- C- " • LATERAL SUPPORT SHALL BE PROVIDED BY FOUR WIRES OF MIN. 12 U.S. GAUGE SPLAYED IN FOUR DIRECTIONS, 90 DEGREES APART AND CONNECTED TO THE MAIN RUNNER WITHIN 2" OF THE CROSS RUNNER AND TO THE STRUCTURE ABOVE AT AN ANGLE NOT EXCEEDING 45 DEGREES FROM THE PLANE OF THE CEILING. THESE LATERAL SUPPORTS SHALL BE PLACED 12'-0° O.C. IN EACH DIRECTION, WITH THE FIRST POINT WITHIN 4' -0" FROM EACH WALL. 0 VERTICAL SUPPORTS SHALL BE NO. 8 U.S. GAUGE WIRE TO SUPPORT A MAX. 16 SQ. FT. OF CEILING AND SADDLE -TIED AROUND MAIN RUNNERS, PER 2003 IBC SECTION 803.9.1.1. CROSS RUNNERS ATTACHED TO MAIN RUNNERS BY SADDLE -TYING WITH ONE STRAND NO. 16 U.S. GAUGE TIE WIRE, OR APPROVED EQUIVAI-200- 2003:IBC SECTION 803.9.1.1. DISCONTINUOUS ENDS OF CROSS- RUNNERS AND MAIN RUNNERS TO BE VERTICALLY SUPPORTED WITHIN 8' OF SUCH DISCONTINUITIES AS MAY OCCUR WHERE CEILING IS INTERRUPTED BY A WALL. CEILINGS OVER 2500 SF MUST HAVE SEISMIC SEPARATION JOINTS OR FULL HT PTNS THAT BREAKS THE CEILING UP INTO AREAS NOT EXCEEDING 2500 SF. " � - ' w. • - •�:;; •:.r,c -. : , -; ORCEILINGSW /O RIGID BRACING, SPRINKLER HEADS AND OTHER PENETRATIONS SHALL HAVE A 2 IN OVERSIZE RING, SLEEVE, OR ADAPTER THROUGH THE CEILING TILE TO ALLOW FOR FREE MOVEMENT OF AT LEAST 1 IN. IN ALL HORIZONTAL DIRECTIONS; OR SPRINKLER HEAD EXTENSION TO HAVE A SWING JOINT THAT CAN ACCOMMODATE 1 IN. OF CEILING MOVEMENT IN ALL HORIZONTAL DIRECTIONS. CHANGES IN CEILING PLAN ELEVATION SHALL BE PROVIDED WITH POSITIVE BRACING. CABLE TRAYS AND ELECTRICAL CONDUITS SHALL BE SUPPORTED INDEPENDENTLY OF THE CEILING. CONTRACTOR SHALL VERIFY LATERAL BRACING AT EXISTING CEILING GRID & UPGRADE AS REQUIRED BY CURRENT CODES. . _ ... .. .. .. ... ... SUBFLOOR )lnlp n �. 1' SUBFLO lunnnm �� d 1V NO. REVISIONS INDICATED THUS DATE _ LATERAL BRACING PER DETAIL ABOVE (TYP.) n PERMIT REVISION 3 10 08 NOTES: A PERMIT REVISION 4 14 08 I BASE SECTION I BASE SECTION 1. LATERAL BRACING IS TO BE INSTALLED ABOVE TENANT PARTITIONS AT 8 FT. O.C. EXCEPT AT INTERSECTIONS WITH WALLS AT LEAST 4 FT. LONG. (SEE FLOOR PLAN, TI -3) ♦ -. _ 2. TEMPORARYATT RACK TO`THE GRID IS PERMITTED TO ALIGN AND SET THE -WALL UNTIL ACHMENT OF PARTITION TOP 7 • ,, <.� , • ___ • .,. PERMANENT BRACING IS PROVIDED_ REMOVAL OF THE TEMPORARYHOLM SCR NS IS UP°TO�THE DISCRETION OF THE ; � SPECIFIC LOCAL'BUILCJINGOFFICIAL CONTRACTOR ITS VEI�FY -f `� `^Yt't p. re. ,-.... .. 3. PROVIDE BRACING AT ANY PERMANENTLY PARTITION THAT IS NOT ATTACHED TO CEILING GRID. .. _�- 3 PLACES PER BRACKET PROVIDE ACOUSTIC GATT i ACOUSTIC BATT - 3 BETWEEN STUDS, 3 5!8 . 25 GA. GALV. STEEL STUD 16 " BETWEEN STUDS. 1. M 3 518 x 25 GA. GALV. STEEL STUD @ 16 " O.C. WITH 5/8" t t TYPE X GWB EACH SIDE. Iii PLAN VIEW 62339 SEISMIC UPPER ROD #10 1fi M" LONG 1 111111 M- . 1 x @ O.C. WITH 518 n TYPE t X t GWB EACH SIDE. PLAN VIEW +� J I `` V PAN HEAD TEK � SCREW. 4 PLACE . PER BRACKET I n ► .' CEILING r � 60435 SEISMIC ANCHOR NOTE: 4 -7-S- _ NOTE: - ' LAMINATED OR TEMPERED SAFETY GLASS EIVEU SEAL BOTTOM OF WALL TO FLOOR SLAB USING ACOUSTICAL CAULKING CONTINUOUS BOTH SIDES. .. - .. SEAL BOTTOM OF WALL TO FLOOR SLAB USING ACOUSTICAL CAULKING CONTINUOUS BOTH SIDES. _ .. .. .. .. .. ... APR 2 9 201 } dP - . I1 1 7 . _ TYPICAL PARTITION BRACING 1- 1 I 2 " =1 ' -0 " 8 . _ . STANDARD TENANT PARTITION 1- 1/2 " =1' -O" 9 " STANDARD TENANT SOUND PARTITION 1- 1I2 " =1' -0" .. 1 0 SUSPENDED CEILING SUPPORT DATA NTS 11 .. .. .. .. _ .. .. .. .. .. _ ... PREMANUFACTURED GLASS PARTITION 1/8 " =1' =0" ;r� SHALL BE ACCORDANCE ` ' 4d FOR PROVIDING ALL WORK AND MATERIALS IN ACC WITH ALL 1. PRIOR TO INSTALLING ANY LIGHT FIXTURES ON THIS PROJECT, THE ELECTRICAL CONTRACTOR IS TO FIELD CHECK FOR ANY CONFLICTS WITH EXISTING MECHANICAL DUCT WORK, ELECTRICAL CONDUIT, PIPES, ETC. AT EVERY LIGHT FIXTURE LOCATION AS SHOWN ON THE REFLECTED CEILING PLAN. IF A CONFLICT EXISTS, THE ELECTRICAL CONTRACTOR IS TO NOTIFY THE GENERAL CONTRACTOR. THE GENERAL CONTRACTOR IS TO NOTIFY MS&A OF THE CONFLICT(S) SO A NEW LAYOUT CAN BE GENERATED. NO LIGHT FIXTURES ARE TO BE INSTALLED UNTILALL CONFLICTS ARE RESOLVED. 2 . CONTRACTOR SHALL PROVIDE EMERGENCY PATHWAY LIGHTING OF 1 FT CANDLE @ FLOOR. 3- CONTRACTOR TO UPGRADE AUDIBLE AND VISUAL ALARMS TO CURRENT CODES AS NECESSARY. UNDER SEPARATE PERMIT 4. THERE SHALL BE 42" CLEAR SPACE IN FRONT OF THE PANEL SIDE OF V.A.V. BOXES. IF LIGHTING LAYOUT CREATES A CONFLICT, NOTIFY MS&A PRIOR TO ANY INSTALLATION. THIS IS TO INSURE NO FIELD REVISIONS WILL BE REQUIRED. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING ANY DAMAGED CEILING TILES AND GRID OR EXTENDING ACT CEILING OR GWB CEILING AS NECESSARY TO MATCH EXISTING AS REQUIRED. 6. DAYLIGHT ZONE CONTROL: ALL DAY LIGHTED AS DEFINED IN CHAPTER 12, BOTH UNDER OVERHEAD GLAZING AND ADJACENT TO VERTICAL GLAZING, SHALL BE PROVIDED WITH INDIVIDUAL CONTROLS, OR DAYLIGHT OR OCCUPANT SENSING AUTOMATIC STATE ENERGY CODE. CONTROLS, WHICH CONTROLS THE LIGHTS INDEPENDENT OF THE GENERAL LIGHTING AREA PER 1513.3 OF THE WASHINGTON 7. CONTRACTOR IS RESPONSIBLE FOR ALL ASPECTS OF FIRE SPRINKLERS DESIGN AND CONSTRUCTION. IN THE EVENT OF A CONFLICT REGARDING NEW LIGHTS, WALLS, SOFFITS, AND OTHER FIXTURES, THE SPRINKLER HEADS MUST BE MOVED. 8. COMMISSIONING REQUIREMENTS: FOR LIGHTING CONTROLS WHICH INCLUDE DAYLIGHT OR OCCUPANT SENSING AUTOMATIC CONTROLS, AUTOMATIC SHUTOFF CONTROLS, OCCUPANCY SENSORS, OR AUTOMATIC TIME SWITCHES, THE LIGHTING CONTROLS SHALL BE TESTED TO ENSURE THAT CONTROL DEVICES, COMPONENTS, EQUIPMENT AND SYSTEMS ARE CALIBRATED, ADJUSTED AND OPERATE IN ACCORDANCE WITH APPROVED PLANS AND SPECIFICATIONS. A COMPLETE REPORT OF TEST PROCEDURES AND RESULTS SHALL BE PREPARED AND FILED WITH THE OWNER. DRAWING NOTES SHALL REQUIRE COMMISSIONING IN ACCORDANCE WITH THIS NOTE. SWEEP CONTROLERS ARE NOT BUILDING STANDARD, USE OCCUPANCY SENSORS AS REQUIRED. 9. RE- CIRCUIT SWITCHING AS NECESSARY. = r TI-I COVER SHEET EET &DETAILS TI -2 DEMOLITION P LAN Ti -3 -J CONSTRUCTION PLAN, ELEVATIONS &SECTIONS TI -4 REFLECTED CEILING PLAN TENANT: U N I VE RS 1 I TY OF PHOENIX _ RESPONSIBLE *APPLICABLE CITY, COUNTY, AND LOCAL BUILDING AND FIRE CODES AS REQUIRED, CITY, 2. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK INDICATED IN THE CONTRACT DRAWINGS & SPECIFICATIONS FOR EXISTING CEILING GRID AND NEW TILES _ _ - • :.. _ EXISTING BUILDING CORE/COMMON AREAS TO REMAIN UNALTERED - _ - = EXISTING CONSTRUCTION TO BE DEMOLISHED. THIS PROJECT. ' /,� NEW CEILING GRID TO MATCH & NEW CEILING TILES AS SPECIFIED ON SHEET TI-4, U.N.O. 3. CONTRACTOR SHALL VISIT JOB SITE AND VERIFY ALL FIELD DIMENSIONS AND CONDITIONS AND NOTIFY MS&A OF ANY IN /WA ALIGN WITH EXISTING GRID DISCREPANCIES BEFORE PROCEEDING WITH WORK. � ���� EXISTING B/S 1 HOUR RATED CORRIDOR PARTITION NEW B/S 1 HOUR RATED CORRIDOR PARTITION TO MATCH EXISTING " 4. B/S INDICATES °BUILDING STANDARD AS PROVIDED BY LANDLORD, AS DRAWN OR SPECIFIED IN THE CONTRACT DOCUMENTS. 5. BY L.L. @T.E. INDICATES "BY LANDLORD AT TENANTS EXPENSE" 6. DIMENSIONS BETWEEN ELECTRICAL & TELEPHONE OUTLETS TO BE A MAXIMUM OF 6" FROM CENTERLINE OF ELECTRICAL OUTLET TO CENTERLINE OF TELEPHONE OUTLET. 7. CONTRACTOR TO OBTAIN ALL PERMITS AND APPROVALS REQUIRED FOR THIS PROJECT. 8: WALLS AND CEILINGS °TO BEINDEPENDENTLY SUPPORTED FOR SEISMIC CONDITIONS, AS INDICATED HERE AND AS REQUIRED BY LOCAL JURISDICTIONS. 9. ALL MECHANICAL, ELECTRICAL, PLUMBING, FIRE SPRINKLER, FIRE ALARM & SECURITY SYSTEM RENOVATIONS SHALL BE PROVIDED UNDER SEPARATE PERMITS, I ( EXISTING B/S 2' -0" x 4' -0" RECESSED FLUORESCENT LIGHT FIXTURE TO REMAIN PARTITION: SEE DETAIL SCI 11. U.N.O. ICI NEW OR RELOCATED B/S 2 -0" x 4 -0" RECESSED FLUORESCENT LIGHT FIXTURE NEW TENANT INTERIOR NEW TENANT INTERIOR SOUND PARTITION: SEE DETAIL 91TI 1. U.N.O. SHEET TITLE: FIRST FLOOR COVER SHEET &DETAILS p(:)8 ... otio I E XISTING 2' -0° x 4' -0" RECESSED FLUORESCENT LIGHT FIXTURE TO BE REMOVED /RELOCATED A\ NEW DEMOUNTABLE PARTITIONS WRD BY DIRTY, INC. SEE DETAILS 6&1111 AND 5/TI -3 n NEW B/S 2' -0" x 4' - RECESSED FLUORESCENT LIGHT FIXTURE DESIGNATED FOR EMERGENCY LIGHT. LIGHTING LAYOUT IS CONCEPTUAL ONLY. ELECTRICAL CONTRACTOR TO PROVIDE DESIGN. TI ELECTRICAL/COMMUNICATIONS PLAN TI-6 FINISH PLAN Q T1-7 E L EVATR O N S NOT INCLUDED IN ' - _, '' = EXISTING 2' -0" x 4' -0" RECESSED FLUORESCENT LIGHT FIXTURE TO BE UPGRADED TO EMERGENCY LIGHT. LIGHTING LAYOUT IS CONCEPTUAL ONLY. ELECTRICAL CONTRACTOR TO PROVIDE DESIGN. - A 0 WS FLUORESCENT DOWNLIGHT FIXTURE (N =NEW) / 1 \ NEW B/S FLUORESCENT DOWNLIGHT FIXTURE DESIGNATED FOR EMERGENCY LIGHT IH . B/S SWITCH (N =NEW) • B/S BUT SIGN (DIRECTIONAL WHERE SHOWN) N NEW THIS SET . " B/S RECITE PARTITION: FULL HT. X 2T WIDE IN B/S HOLLOW METAL FRAME WITH TEMPERED SAFETY GLASS WHERE REQUIRED BUTT JOINT, TYPICAL. ---. CWL COLD WATER LINE NOTE USE IN CONJUNCTION WITH APOLLO DEVELOPMENT TENANT IMPROVEMENT STANDARDS FOR THE UNIVERSITY OF P X 0 TAIN PROP TY MANAGER W E C S DCCU CONTACT &A PHOENIX_ OBTAIN FROM PROPERTY WHERE CONFLICTS OCCUR CO MS REPRODUCTION, ALTERATION OR PUBLICATION OF THIS U DRAWING, WITHOUT EXPRESSED PERMISSION BY MS &A, IS A VIOLATION OF FEDERAL COPYRIGHT LAW. COPYRIGHT BY MS &A 2008. Ti.i 12 CONSTRUCTION LEGEND NTS 13 GENERAL NOTES 14 LIGHTING LEGEND NTS 15 . LIGHTING NOTES 16 DRAWING INDEX OF 7 0) 0 U cn E 0_ C 6 d 0 p ur L Q > : c o (3) / II r I I II I 1 I I EXISTING 1 HR. RATED CORRIDOR 0 A JL -1 / II / II 4J I r- =-- _ f - - -- III / n II 1I IL 9 2) REMOVE ALL EXISTING COMPUTER EQUIPMENT RACKS (V.I.F.) AND STORE ON -SITE FOR POSSIBLE RE -USE, COORDINATE WITH TENANT. 3) PATCH & REPAIR ALL EXISTING SURFACES TO REMAIN TO MATCH EXISTING ADJACENT FINISH. GENERAL DEMOLITION NOTES: 1)REMOVE ALL WALL COVERING BORDERS IN REMAINING CLASSROOMS AND PREPARE WALLS FOR PAINT. 4) REMOVE ALL EXISTING FINISH FLOORING THROUGH OUT ENTIRE FIRST FLOOR, EXCEPT IN SHADED BUILDING COMMON AREAS INDICATED BY;`.'' ".` 5) DISRUPTION OF BUILDING WATER, ELETRICAL POWER, FIRE ALARM & SECURITY SYSTEMS MUST BY COORDINATED WITH ALL GOVERNING AGENCIES & BUILDING OWNER/MANAGEMENT. 6) ALL DEMOLISHED EQUIPMENT & MATERIALS SHALL BE THE PROPERTY OF THE GENERAL CONTRACTOR & REMOVE FROM THE PROJECT SITE, UNLESS NOTED OTHERWISE. — -- -rr-.- EXISTING 1 HR. RATED LOBBY CORE DEMOLITION KEYNOTES: U 1O ORIGINAL CEILING IN ROOM TO BE REMOVED. SEE REFLECTED CEILING PLAN FOR NEW LAYOUT. O REMOVE EXISTING GYP. BOARD CEILING IN AREAS INDICATED BY: MOW SEE REFLECTED CEILING PLAN FOR DETAILS. CJ MAINTAIN ONE HOUR FIRE RESITIVE SEPERATION CONSTRUCTION AT ALL TIMES DURRING DEMOLITION. 0 4 REMOVE EXISTING RATED DOOR, FRAME ASSEMBLY & RELITES RELOCATE AS/PER TI -3. 05 EXISTING DOOR TO BE DEMOLISHED, TYPICAL. REMOVE WHITEBOARD AND MANUAL SCREEN DEMOLISH PORTION OF WALL, SEE TI -3. El El I I II 1 II I I 1 I I I_. _._._.--- - -. -.. _.., I II I I I I I I II 0 T / I 1 I 1 I 1 Il u N' I, EXISTING 1 HR. RATED CORRIDOR 1)04 o 0 FIRST FLOOR PLAN NORTH 1/8" =1' -0" 5' 10' 20' 30' 0 0 NO. FORT DENT OFFICE BUILDING III 6840 FORT DENT WAY DRAWN BY: TS,CL CHECKED BY: LB GC REVISIONS /ISSUANCE: PERMIT REVISION TENANT: SHEET TITLE: f TUKWILA, WA 98188 I e CODE COW NED POP �: T c ovisioN - N REVISIONS INDICATED THUS Marvin Ste :_ .sociates, tic planning 0� design 2221 Fifth Avenue, Seattle, Washington 98121 (206) 441 -1449 APR 2 9 2008 PERMIT (:ENTEI- REPRODUCTION, ALTERATION OR PUBLICATION OF THIS DRAWING, WITHOUT EXPRESSED PERMISSION BY MS &A, IS A VIOLATION OF FEDERAL COPYRIGHT LAW. COPYRIGHT BY MS &A 2008. JOB NO.: 00153-067 DATE: 2/13/08 SCALE: UNIVERSITY OF PHOENIX FIRST FLOOR DEMOLITION PLAN PERMIT SET AS NOTED DATE 04/14/08 TI -2 OF 7 F- U- a C U- r f li ® NEW DIRTT WALL SYSTEM WITH RE -LITE ASSEMBLIES. SEE DETAILS 6/TI -1 & 11/TI -1 FOR BRACING INFORMATION. OPEN SPACE OPEN FOR REF. TRASH RECEPTACLE OPEN FOR DISHWASHER 1' -5° I 3' -0° CLEAR ELEVATION ELEVATION 3/8" =1' -0" PLAM BACKSP n SH 25" DEEP PLAM COUNTERTOP, HEIGHT VARIES. PL- B/S 24" DEEP PLAM 2 LOWER CABS. WITH DOORS, (2) ADJ. SHELF (WHERE SHOWN) AND 4" TOE KICK, TYP. B/S A.D.A. - APPROVED PLAM SINK CABINET (NO BOTTOM @ BASE) WITH B/S & AD.A: COMPLIANT SINK & FAUCET. NOTE: PROVIDE FINISHED ENDS AT ALL EXPOSED ENDS. B/S 12" DEEP PLAM UPPER CABS. WITH DOORS AND (2) ADJ. WOOD SHELVES, TYP. 1 25" DEEP PLAM COUNTERTOP AND BACKSPLASH, HEIGHT VARIES. B/S 24" DEEP PLAM LOWER CABS. WITH DOORS, (2) ADJ. WOOD SHELVES AND 4" TOE KICK, TYP. BIS ADA - APPROVED PLAM SINK CABINET (NO BOTTOM @ BASE) WITH BIS & A.D.A.-COMPLIANT SINK WITH GARBAGE DISPOSAL & GOOSE NECK FAUCET. P�i -1 NOTE: PROVIDE FINISHED ENDS AT ALL EXPOSED ENDS. 00 ► % ► v 3' -6° 1 2' 0° 3' -0' CLEAR 4' -0" 2221 Fifth Avenue, Seattle, Washington 98121 (206) 441 -1449 DRAWN BY: TS,CL JOB NO.: 00153 -067 CHECKED BY: LB,GG REVISIONS /ISSUANCE: REVISIONS INDICATED THUS A PERMIT REVISION TENANT: SHEET TITLE: sociates, LLC 7 design DATE: 2/13/08 PERMIT SET SCALE: AS NOTED ECEiVEL APR 2 9 2008 PERMIT CENTEF UNIVERSITY OF PHOENIX FIRST FLOOR CONSTRUCTION PLAN ELEVATIONS & SECTIONS REPRODUCTION, ALTERATION OR PUBLICATION OF THIS DRAWING, WITHOUT EXPRESSED PERMISSION BY MS &A, IS A VIOLATION OF FEDERAL COPYRIGHT LAW. COPYRIGHT BY MS &A 2008. 04/14/08 FORT DENT OFFICE BUILDING III 6840 FORT DENT WAY TUKWILA, WA 98188 REG1 °' A H FE 'NA 1i GEO E H. ATE Of. VERTICAL REVEAL 14 GA. x1- 1 /2 °x2" GALVANIZED ANGLE SECURE TO INTERNAL STRUCTURALS EXISTING COLUMN ( EXISTING FIRE RESISTIVE GLAZING ASSEMBLY ,. EXISTING 1 HR. RATED LOBBY CORE TO REMAIN UNALTERED OFFICE 118 19 MUL. / PTN OFFICE OFFICE 1_121 } OFFICE Mme VOCATIONAL ROOM 123 1 PAINTED POP -RIVET ATAS SKU #RSR28 1/2" MUL. i PTN. z � VERTICAL REVEAL - SEE DETAIL 3/TI -3 EXISTING STRUCTURAL COLUMN PER PLAN 14" DIAMETER PREMANUFACTURED ATAS COLUMN COVER COLOR TO BE SILVERSMITH 28 COLUMN COVER DETAIL 1 1/2" —1' -0" ACOUSTICAL CEILING SYSTEM 16 GA. GALVANIZED BACKER COLUMN COVER SECTION 3" =1' -0" COLUMN COLLAR TO MATCH CEILING GRID 14° DIA. PREMANUFACTURED .04 ALUMINUM ATAS COLUMN COVER n u n W NOTE: REFER TO DETAIL 4/TI -3 FOR MORE INFORMATION 14" DIA. PREMANUFACTURED .04 ALUMINUM ATAS COLUMN COVER COLUMN COVER BASE / HEAD 1 1/2" =1' -0" 31-- NTS FLOOR FLOOR BACK VIEW 0 SIDE VIEW 124 VOCATIONAL ROOM FRONT VIEW EXPANSION BOLT - (OR SIMILAR) TO EXIST. FLOOR N CUBICAL LAY- OU')'-- (N.I.C) - i n u GENERAL VIEW FLOOR Y u BASE TRACK —ALUMINUM SADDLE 11186 - CONTINUOS -I- -1- 5' -0" 125 VOCATIONAL ROOM FASTENER THROUGH TRACK AND SADDLE SEISMIC BASE DETAILS FOR DEMOUNTABLE PART. OPEN WORK AREA 114 " DOOR SCHEDULE: C. DIRTT SYSTEM,_ 3' -0" WIDE PIVOTING DOOR 1 I 6" UNLESS OTHERWISE NOTED a. B/S LATCHSET WITH STOP AND SILENCER b. B/S LOCKSET AND CLOSER WITH STOP AND SILENCER C. DIRTT SYSTEM HARDWARE - SEE DETAIL 6/TI -3 d. UNICAN LEVER L1000 SERIES WITH KEY OVERRIDE, CLOSER, STOP AND SILENCER e. EXISTING NOTES: 1. ALL DOOR HARDWARES SHALL HAVE B/S LEVER TYPE HANDLES, ANSI 117.1 COMPLIANT AND HAVE BIS FINISH, U.N.O. 2. RE -USE EXISTING DOORS SCHEDULED FOR REMOVAL WHEREVER POSSIBLE. DOORS TO BE RE -USED ARE TO BE TOUCHED -UP TO BRING INTO "LIKE NEW" CONDITION. DIRTT DOOR ELEVATION 3/8" = -0" O DENOTES EXISTING DOOR & HARDWARE 1 DOOR NUMBER TYPE OF DOOR CUBICAL LAY -OUT (NrI.C) UPGRADE TO "d" HARDWARE V/D /S ROOM DIRTT PHAT DOOR WITH ADA COMPLIANT LOCK: LIFELOCK ADA COMPLIANT LOCKING HARDWARE MOUNTS IN 6" STILE. THE LIFELOCK MECHANISM IS DESIGNED TO MEET ADA, NFPA 101, AND ANSI BMHAA156.5, A156.13 AND A156.18 COMPLIANT. L OFFICE A. B/S 3' -0" WIDE X FULL HEIGHT S.C. WOOD DOOR. MATCH EXISTING CONDITIONS. B. DIRTT SYSTEM SLIDING DOOR - SEE DETAIL 6/TI -3 R. RELOCATED EXISTING 20 -MIN. RATED CORRIDOR DOOR V.I.F. HARDWARE 1- MUL. / PTN. 126 VOCATIONAL ROOM OFFICE 109 r OFFICE 1 108 - - --r' T { 1 { i liUBICAL LAY -OUT (N.I.C) + - - -OPE RIGAREA - -+ 102 MUL. / PTN. 127 VOCATIONAL ROOM GENERAL NOTES: 1. PROVIDE AND INSTALL NEW ELECTRONIC SCREENS IN ALL CLASSROOMS THAT DO NOT CURRENTLY HAVE THEM (V.I.F.). REMOVE MANUAL BRACKETS AND PATCH FOR PAINT. + -� 2. PROVIDE AND INSTALL NEW FULL SIZE REFRIGERATOR, MICROWAVE, DISHWASHER, UNDER COUNTER ICE MACHINE (WITH FILTER), AND UNDER COUNTER WATER HEATER. SEE APOLLO DEVELOPMENT TENANT IMPROVEMENT STANDARDS FOR THE UNIVERSITY OF PHOENIX'S REQUIRED SPECIFICATIONS. 3. PROVIDE AND INSTALL NEW FLOORING, WALL BASE, WALL COVERING, AND PAINT THROUGHOUT, EXCLUDING BUILDING COMMON /CORE AREAS INDICATED BY: 4. PROVIDE AND INSTALL CLEAR 1 "X1 "X8' HIGH CORNER GUARDS ON ALL EXTERIOR CORNERS. "TUFPRO #1258G" OR EQUAL. 5. PROVIDE AND INSTALL 1/2 COPPER WATER LINE IN SNACK AREA AND BREAK ROOM WITH ANGLE STOP AND SHUT OFF VALVE AT +18" A.F.F. 6. ONE HOUR FIRE RESITIVE SEPARATION IS TO REMAIN INTACT THROUGHOUT TENANT IMPROVEMENT. 7. A CLEAR EXIT PATH SHALL REMAIN OPEN AT ALL TIMES DURING TENANT IMPROVEMENT CONSTRUCTION. KEYNOTES: O PROVIDE AND INSTALL NEW CABINETS TO INCLUDE: 11' OF 24 "D 34 "H P -LAM LOWER CABINETS WITH DOORS, ADJUSTABLE WOOD SHELVING, P -LAM COUNTERTOP, STAINLESS STEEL SINK, GARBAGE DISPOSAL AND GOOSENECK FAUCET. 14' -6" OF 12 "D P -LAM UPPER CABINETS WITH DOORS, ADJUSTABLE WOOD SHELVING. ALL CONFORMING TO ADA. SEE ELEVATION 8RI -3. ® PROVIDE AND INSTALL NEW CABINETS TO INCLUDE: 11' OF 24 "D 34 "H P -LAM MICROWAVE/TRASH RECEPTACLE CABINETS. ALL CONFORMING TO ADA. CONTRACTOR TO PROVIDE MICROWAVE AND TRASH CANS. TENEX #705 OR RUBBERMAID #3540 - 30- 5/8 "HX20- 1/4 "WX11 -114 "D (WHITE MELAMINE LAMINATE ON ALL INTERIOR, NON - EXPOSED SURFACES). SEE ELEVATION 7/TI -3. ® CUSTOM RECEPTION DESK BY OTHERS Q EXTEND NEW PARTITION 12" ABOVE EXISTING CEILING. AS /PER DETAIL OFFICE -010 1 128 I VOCATIONAL ROOM 0 L EXISTING COLUMN TO BE FURRED OUT W/ B.S GWB & 2 -1/2" METAL STUDS. TYP. UNO. 1 /8" =1' -0" 5' 10' OPEN WORK AREA 1 101 — CUBICAL LAY -OUT --•- i 4' -6" ri o CUBICAL LAY -OUT (N.I.C) FIRST FLOOR PLAN NORTH 20' 1 30' ADMINISTRATION ROOM iffma to I I ro v id, 4 AmaiL „,. 611. _________ i .. ® NEW DIRTT WALL SYSTEM WITH RE -LITE ASSEMBLIES. SEE DETAILS 6/TI -1 & 11/TI -1 FOR BRACING INFORMATION. OPEN SPACE OPEN FOR REF. TRASH RECEPTACLE OPEN FOR DISHWASHER 1' -5° I 3' -0° CLEAR ELEVATION ELEVATION 3/8" =1' -0" PLAM BACKSP n SH 25" DEEP PLAM COUNTERTOP, HEIGHT VARIES. PL- B/S 24" DEEP PLAM 2 LOWER CABS. WITH DOORS, (2) ADJ. SHELF (WHERE SHOWN) AND 4" TOE KICK, TYP. B/S A.D.A. - APPROVED PLAM SINK CABINET (NO BOTTOM @ BASE) WITH B/S & AD.A: COMPLIANT SINK & FAUCET. NOTE: PROVIDE FINISHED ENDS AT ALL EXPOSED ENDS. B/S 12" DEEP PLAM UPPER CABS. WITH DOORS AND (2) ADJ. WOOD SHELVES, TYP. 1 25" DEEP PLAM COUNTERTOP AND BACKSPLASH, HEIGHT VARIES. B/S 24" DEEP PLAM LOWER CABS. WITH DOORS, (2) ADJ. WOOD SHELVES AND 4" TOE KICK, TYP. BIS ADA - APPROVED PLAM SINK CABINET (NO BOTTOM @ BASE) WITH BIS & A.D.A.-COMPLIANT SINK WITH GARBAGE DISPOSAL & GOOSE NECK FAUCET. P�i -1 NOTE: PROVIDE FINISHED ENDS AT ALL EXPOSED ENDS. 00 ► % ► v 3' -6° 1 2' 0° 3' -0' CLEAR 4' -0" 2221 Fifth Avenue, Seattle, Washington 98121 (206) 441 -1449 DRAWN BY: TS,CL JOB NO.: 00153 -067 CHECKED BY: LB,GG REVISIONS /ISSUANCE: REVISIONS INDICATED THUS A PERMIT REVISION TENANT: SHEET TITLE: sociates, LLC 7 design DATE: 2/13/08 PERMIT SET SCALE: AS NOTED ECEiVEL APR 2 9 2008 PERMIT CENTEF UNIVERSITY OF PHOENIX FIRST FLOOR CONSTRUCTION PLAN ELEVATIONS & SECTIONS REPRODUCTION, ALTERATION OR PUBLICATION OF THIS DRAWING, WITHOUT EXPRESSED PERMISSION BY MS &A, IS A VIOLATION OF FEDERAL COPYRIGHT LAW. COPYRIGHT BY MS &A 2008. 04/14/08 FORT DENT OFFICE BUILDING III 6840 FORT DENT WAY TUKWILA, WA 98188 REG1 °' A H FE 'NA 1i GEO E H. ATE Of. VERTICAL REVEAL 14 GA. x1- 1 /2 °x2" GALVANIZED ANGLE SECURE TO INTERNAL STRUCTURALS EXISTING COLUMN ( EXISTING FIRE RESISTIVE GLAZING ASSEMBLY ,. EXISTING 1 HR. RATED LOBBY CORE TO REMAIN UNALTERED OFFICE 118 19 MUL. / PTN OFFICE OFFICE 1_121 } OFFICE Mme VOCATIONAL ROOM 123 1 PAINTED POP -RIVET ATAS SKU #RSR28 1/2" MUL. i PTN. z � VERTICAL REVEAL - SEE DETAIL 3/TI -3 EXISTING STRUCTURAL COLUMN PER PLAN 14" DIAMETER PREMANUFACTURED ATAS COLUMN COVER COLOR TO BE SILVERSMITH 28 COLUMN COVER DETAIL 1 1/2" —1' -0" ACOUSTICAL CEILING SYSTEM 16 GA. GALVANIZED BACKER COLUMN COVER SECTION 3" =1' -0" COLUMN COLLAR TO MATCH CEILING GRID 14° DIA. PREMANUFACTURED .04 ALUMINUM ATAS COLUMN COVER n u n W NOTE: REFER TO DETAIL 4/TI -3 FOR MORE INFORMATION 14" DIA. PREMANUFACTURED .04 ALUMINUM ATAS COLUMN COVER COLUMN COVER BASE / HEAD 1 1/2" =1' -0" 31-- NTS FLOOR FLOOR BACK VIEW 0 SIDE VIEW 124 VOCATIONAL ROOM FRONT VIEW EXPANSION BOLT - (OR SIMILAR) TO EXIST. FLOOR N CUBICAL LAY- OU')'-- (N.I.C) - i n u GENERAL VIEW FLOOR Y u BASE TRACK —ALUMINUM SADDLE 11186 - CONTINUOS -I- -1- 5' -0" 125 VOCATIONAL ROOM FASTENER THROUGH TRACK AND SADDLE SEISMIC BASE DETAILS FOR DEMOUNTABLE PART. OPEN WORK AREA 114 " DOOR SCHEDULE: C. DIRTT SYSTEM,_ 3' -0" WIDE PIVOTING DOOR 1 I 6" UNLESS OTHERWISE NOTED a. B/S LATCHSET WITH STOP AND SILENCER b. B/S LOCKSET AND CLOSER WITH STOP AND SILENCER C. DIRTT SYSTEM HARDWARE - SEE DETAIL 6/TI -3 d. UNICAN LEVER L1000 SERIES WITH KEY OVERRIDE, CLOSER, STOP AND SILENCER e. EXISTING NOTES: 1. ALL DOOR HARDWARES SHALL HAVE B/S LEVER TYPE HANDLES, ANSI 117.1 COMPLIANT AND HAVE BIS FINISH, U.N.O. 2. RE -USE EXISTING DOORS SCHEDULED FOR REMOVAL WHEREVER POSSIBLE. DOORS TO BE RE -USED ARE TO BE TOUCHED -UP TO BRING INTO "LIKE NEW" CONDITION. DIRTT DOOR ELEVATION 3/8" = -0" O DENOTES EXISTING DOOR & HARDWARE 1 DOOR NUMBER TYPE OF DOOR CUBICAL LAY -OUT (NrI.C) UPGRADE TO "d" HARDWARE V/D /S ROOM DIRTT PHAT DOOR WITH ADA COMPLIANT LOCK: LIFELOCK ADA COMPLIANT LOCKING HARDWARE MOUNTS IN 6" STILE. THE LIFELOCK MECHANISM IS DESIGNED TO MEET ADA, NFPA 101, AND ANSI BMHAA156.5, A156.13 AND A156.18 COMPLIANT. L OFFICE A. B/S 3' -0" WIDE X FULL HEIGHT S.C. WOOD DOOR. MATCH EXISTING CONDITIONS. B. DIRTT SYSTEM SLIDING DOOR - SEE DETAIL 6/TI -3 R. RELOCATED EXISTING 20 -MIN. RATED CORRIDOR DOOR V.I.F. HARDWARE 1- MUL. / PTN. 126 VOCATIONAL ROOM OFFICE 109 r OFFICE 1 108 - - --r' T { 1 { i liUBICAL LAY -OUT (N.I.C) + - - -OPE RIGAREA - -+ 102 MUL. / PTN. 127 VOCATIONAL ROOM GENERAL NOTES: 1. PROVIDE AND INSTALL NEW ELECTRONIC SCREENS IN ALL CLASSROOMS THAT DO NOT CURRENTLY HAVE THEM (V.I.F.). REMOVE MANUAL BRACKETS AND PATCH FOR PAINT. + -� 2. PROVIDE AND INSTALL NEW FULL SIZE REFRIGERATOR, MICROWAVE, DISHWASHER, UNDER COUNTER ICE MACHINE (WITH FILTER), AND UNDER COUNTER WATER HEATER. SEE APOLLO DEVELOPMENT TENANT IMPROVEMENT STANDARDS FOR THE UNIVERSITY OF PHOENIX'S REQUIRED SPECIFICATIONS. 3. PROVIDE AND INSTALL NEW FLOORING, WALL BASE, WALL COVERING, AND PAINT THROUGHOUT, EXCLUDING BUILDING COMMON /CORE AREAS INDICATED BY: 4. PROVIDE AND INSTALL CLEAR 1 "X1 "X8' HIGH CORNER GUARDS ON ALL EXTERIOR CORNERS. "TUFPRO #1258G" OR EQUAL. 5. PROVIDE AND INSTALL 1/2 COPPER WATER LINE IN SNACK AREA AND BREAK ROOM WITH ANGLE STOP AND SHUT OFF VALVE AT +18" A.F.F. 6. ONE HOUR FIRE RESITIVE SEPARATION IS TO REMAIN INTACT THROUGHOUT TENANT IMPROVEMENT. 7. A CLEAR EXIT PATH SHALL REMAIN OPEN AT ALL TIMES DURING TENANT IMPROVEMENT CONSTRUCTION. KEYNOTES: O PROVIDE AND INSTALL NEW CABINETS TO INCLUDE: 11' OF 24 "D 34 "H P -LAM LOWER CABINETS WITH DOORS, ADJUSTABLE WOOD SHELVING, P -LAM COUNTERTOP, STAINLESS STEEL SINK, GARBAGE DISPOSAL AND GOOSENECK FAUCET. 14' -6" OF 12 "D P -LAM UPPER CABINETS WITH DOORS, ADJUSTABLE WOOD SHELVING. ALL CONFORMING TO ADA. SEE ELEVATION 8RI -3. ® PROVIDE AND INSTALL NEW CABINETS TO INCLUDE: 11' OF 24 "D 34 "H P -LAM MICROWAVE/TRASH RECEPTACLE CABINETS. ALL CONFORMING TO ADA. CONTRACTOR TO PROVIDE MICROWAVE AND TRASH CANS. TENEX #705 OR RUBBERMAID #3540 - 30- 5/8 "HX20- 1/4 "WX11 -114 "D (WHITE MELAMINE LAMINATE ON ALL INTERIOR, NON - EXPOSED SURFACES). SEE ELEVATION 7/TI -3. ® CUSTOM RECEPTION DESK BY OTHERS Q EXTEND NEW PARTITION 12" ABOVE EXISTING CEILING. AS /PER DETAIL OFFICE -010 1 128 I VOCATIONAL ROOM 0 L EXISTING COLUMN TO BE FURRED OUT W/ B.S GWB & 2 -1/2" METAL STUDS. TYP. UNO. 1 /8" =1' -0" 5' 10' OPEN WORK AREA 1 101 — CUBICAL LAY -OUT --•- i 4' -6" ri o CUBICAL LAY -OUT (N.I.C) FIRST FLOOR PLAN NORTH 20' 1 30' ADMINISTRATION ROOM Thni Ears Min 101111111111 Milli •111 i MMI. II 1 IIIIIIIIIIIIIM ME I NEW CEILING & LIGHTING AS/PER 14/TI -1 EXISTING CELING GRID SYSTEM TO REMAIN EXISTING 1 HR. RATED CORRIDOR 7 I U L KEYNOTES: O MAINTAIN EXISTING ONE HOUR FIRE RESISTANT CORRIDOR RATING TO REMAIN. INFILL AT AREAS OF NEW CONSTRUCTION TO MATCH EXISTING CORRIDOR WALUCEILING CONSTRUCTION CONDITIONS INCLUDING FINISHES. ® NO CEILING WORK TO BE DONE, EXISTING CEILING TO REMAIN. Q RELOCATE LIGHT SWITCHES, SEE LIGHTING NOTES 15/TI -1. Q NEW CEILING TILES THROUGHOUT. NO LIGHTING CHANGES. GENERAL NOTES: 1. CONTRACTOR TO REMOVE ALL EXISTING CEILING TILES. PROVIDE AND INSTALL NEW CEILING TILES THROUGHOUT, U.N.O. SPECIFICATION IS AS FOLLOWS: ARMSTRONG "DUNE - FINE TEXTURE" #1774 ANGLED TEGULAR 24 "X24 "X5/8" TILES 2. PROVIDE SUSPENDED CEILING SYSTEM SEISMIC BRACING AS /PER 10/TI -1. EXISTING 1 HR. RATED LOBBY CORE TO REMAIN UNALTERED LIGHTING CALCULATIONS: THE EXISTING SPACE (EXCLUDING THOSE ROOMS WITH NO LIGHTING CHANGES TO BE DONE, SEE KEYNOTE TI-4) HAS 126 LIGHT FIXTURES. THE PROPOSED LIGHTING LAYOUT RELOCATES 43 LIGHT FIXTURES. 43/126 IS 34% WHICH IS UNDER THE 60% ALLOWED BY THE W.S.E.C. EXISTING 1 HR. RATED CORRIDOR NEW CEILING & LIGHTING AS /PER 14/TI -1 FIRST FLOOR PLAN 1/8" = 1'-0" EXISTING CELING GRID SYSTEM TO REMAIN NORTH NEW CEILING & LIGHTING AS/PER 14/TI -1 NEW CEILING & LIGHTING AS /PER 14/TI -1 EXISTING CELING GRID SYSTEM TO REMAIN FORT DENT OFFICE BUILDING III 6840 FORT DENT WAY TUKWILA, WA 98188 Marvin Ste planning 2221 Fifth Avenue, Seattle, Washington 98121 (206) 441 -1449 CHECKED BY: LB,GG DATE: 2/13/08 PERMIT SET DRAWN BY: TS CL JOB NO.: 00153 -067 REVISIONS /ISSUANCE: NO. REVISIONS INDICATE[) THUS A PERMIT REVISION PERMIT REVISION TENANT: SHEET TITLE: REGEWWL[ APR 2 9 2008 G GEO' E H. ATE O design UNIVERSITY OF PHOENIX FIRST FLOOR REFLECTED CEILING PLAN REPRODUCTION, ALTERATION OR PUBLICATION OF THIS DRAWING, WITHOUT EXPRESSED PERMISSION BY MS &A, IS A VIOLATION OF FEDERAL COPYRIGHT LAW. COPYRIGHT BY MS &A 2008. sociates, LLC SCALE: AS NOTED 3/10 /08 4/14/08 G C I- C