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HomeMy WebLinkAboutPermit D08-293 - HAAKENSON GROUP - TENANT IMPROVEMENTHAAKENSON GROUP 130 ANDOVER PK E EXPIRED 07 -06 -09 DOS -293 Parcel No.: 0223100040 Address: 130 ANDOVER PK E TUKW Suite No: Tenant: Name: HAAKENSON GROUP Address: 130 ANDOVER PK E , TUKWILA WA Owner: Name: OMNI PROPERTIES INC Address: 909 S 336TH ST #205 , FEDERAL WAY WA 98003 Phone: Contact Person: Name: KARA MIOTKE Address: 601 108TH AVE NE SUITE 2250 , BELLEVUE WA 98004 Phone: 425- 641 -9200 X330 Contractor: Name: S G A CORPORATION Address: 1501 N 200 ST , SHORELINE WA 98133 Phone: 206 778 -2191 Contractor License No: SGACO * *084BS Citylhf Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us DEVELOPMENT PERMIT Permit Number: D08 -293 Issue Date: 07/18/2008 Permit Expires On: 01/14/2009 Expiration Date: 01/10/2010 DESCRIPTION OF WORK: DEMO EXISTING INTERIOR WALLS, RESTROOMS. CONSTRUCTION OF NEW INTERIOR WALLS, RATED CORRIDOR ENTRY. CONSTRUCTION OF NEW RESTROOMS TO BE SUBMITTED UNDER SEPARATE PERMIT Value of Construction: $40,000.00 Fees Collected: $1,154.55 Type of Fire Protection: AFA International Building Code Edition: 2006 Type of Construction: V -B Occupancy per IBC: 0008 doc: IBC -10/06 * * continued on next page ** D08 -293 Printed: 07 -18 -2008 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: City 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 N N Number: 0 Size (Inches): 0 Start Time: Volumes: Cut 0 c.y. End Time: Fill 0 c.y. Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: Permit Center Authorized Signature. Date: I hereby certify that I have read and ' ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complie • , whether specified herein or not. The granting of this permit does construction or rformanc Signature: Print Nam doc: IBC -10/06 N presume to give authority to violate or cancel the provisions of any other state or local laws regulating wort.) am authorized to sign and obtain this development permit. Date: ( 7 • i 6-0(9 Permit Number: D08 -293 Issue Date: 07/18/2008 Permit Expires On: 01/14/2009 ()q--1 1101 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 -293 Printed: 07 -18 -2008 Parcel No.: 0223100040 Address: Suite No: Tenant: • 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 130 ANDOVER PK E TUKW HAAKENSON GROUP 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: Readily accessible access to roof mounted equipment is required. PERMIT CONDITIONS • Permit Number: Status: Applied Date: Issue Date: 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: Manufacturers installation instructions shall be available on the job site at the time of inspection. D08 -293 ISSUED 05/22/2008 07/18/2008 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 * ** 15: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: doc: Cond -10/06 D08 -293 Printed: 07 -18 -2008 • City of Tukwila 16: Maintain fire extinguisher coverage throughout. 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 • 17: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 18: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 19: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 20: 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. 21: Minimum widths of corridors shall be maintained in accordance with Chapter 10 of the International Building Code and the International Fire Code. 22: 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) 23: 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) 24: 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) 25: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (WC Chapter 10) 26: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 27: 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) 28: 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 doc: Cond -10/06 D08 -293 Printed: 07 -18 -2008 cannot be readily changed. (IFC 1011.5.1) • 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 • 29: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 30: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 31: 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) 32: Fire doors shall be maintained in operative condition at all times, including complete closure and latching of the assembly. (IFC 1019.1.1) 33: 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) 34: Combustible material shall not be stored in exits or exit enclosures. (IFC 315.2.2) 35: Aisles in nonsprinklered buildings shall be a minimum of 96 inches (2438 mm) wide. (IFC 2306.9.1.2) 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: Maintain square foot coverage of detectors per manufacturer's specifications in all areas including: closets, elevator shafts, top of stairwells, etc. (NFPA 72- 5.5.2.1) 38: 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) 39: Local U.L. central station supervision is required. (City Ordinance #2051) 40: Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #2051) 41: 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) 42: Call the Tukwila Fire Department at 206/575 -4407 for approval of any system shut down. Have job site address, name and the Tukwila Fire Department Job Number available to confirm shut down approval. (City Ordinance #2051) 43: Fire alarm systems shall be maintained in an operative condition at all times. Fire alarm systems and their component parts shall be inspected and tested per manufacturer's specifications and N.F.P.A. 72 at a minimum frequency of every twelve months. A copy of inspection, test and maintenance records shall be forwarded to the Tukwila Fire Prevention Bureau. (NFPA 72 (10.2.1.1)) (City Ordinance #2051) 44: Dedicated fire alarm system circuit breaker(s) shall be equipped with a mechanical lockout device. (NFPA 72 (4.4.1.4.2.1)) doc: Cond -10/06 D08 -293 Printed: 07 -18 -2008 • 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 45: 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. 46: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 47: 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)) 48: Each circuit breaker shall be legibly marked to indicate its purpose. (NEC 110 -22) 49: 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) 50: Walls of corridors serving an occupant load of 30 or more shall be of not less than one -hour fire resistive construction and the ceilings shall not be less than that required for a one -hour fire resistive floor or roof system. (IBC 708.1(4)) (IBC 1016.1 Table 1016.1)) 51: 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) 52: 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. 53: Accumulation of combustible waste material is prohibited during the demolition phase of this project. Remove and properly dispose of all waste material prior to the close of the working day and as often throughout the day as needed. 54: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 55: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 56: These plans were reviewed by Inspector 0700. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 57: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 58: PRIOR TO FINAL PERMIT SIGN -OFF APPLICANT SHALL SUBMIT A COPY OF PASSING IRRIGATION DOUBLE CHECK VALVE ASSEMBLY (DCVA) BACKFLOW TEST REPORT. doc: Cond - 10/06 * *continued on next page ** D08 -293 Printed: 07 -18 -2008 # • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performanc -,• f work. Signature: Print N Date: /6 o F doc: Cond -10/06 D08 -293 Printed: 07 -18 -2008 CITY OF TUKWIL Community DevelopmeirDepartment Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us Name: a t' I k& Company Name: Mailing Address: IVA Q:\Applications \Forms - Applications On Line\3 -2006 - Permit Application.doc Revised: Q -2006 bh Building Perni(o. bO_ 3 _ 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 King Co Assessor's Tax No.: /) Z23 j GOD'D Suite Number: /v Floor: New Tenant: Yes ❑ ..No Site Address: 1 1,, ,� kl 1 TV� �l{it� k. S Hv�v� Tenant Name: , 16-61/1- Sovi CT 144 LL Property Owners Name: Fri k -EUC+ CZ-4 I f-e u G Mailing Address: J11 No1I l4 3U 6 • GI/1/'V (i l/L e 1 VV14 9g 1 State City Zip CONTACT PERSON - who do we contact when your permit is ready to be issued Mailing Address: , ,',�, A, (02 1 f I v-e �t"" ki ,G - e �� E -Mail Address: t V a � i ) pe Z1.-c vii fr(' • (." aj'14 Day Telephone: 1422S - 4 q '€ ((e vt ie I' M- City State Fax Number: 1 42,-G — &'37 — State 8200 X330 Zip g?OO GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Mailing Address: Zip City Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: JPC P yr f l"��CfS 1' u�j " ,� ^� Mailing Address: ( I 10 gf1'' frV- i �e 't 2 -D t?eJ (e vii-e im4 �Rl,v4 City State Zip Contact Person: 1 M. (Ate Day Telephone: 475 Z tot41 'T 2 0 E -Mail Address: kv1' A (44 ea i ioc a (tt j"re( • 0 NI Fax Number: Lag - w7 - g 250 ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Page I of 6 BUILDING PERMIT INFORMATION - 206 - 431 -3670 • Valuation of Project (contractor's bid price): $ Y 600 Existing Building Valuation: $ Scope of Work (please- provide detailed infomiation): {/L'1d If t1 O cl I k I Woti�l s , VesfiroeY14 . C s')lit c vi.e/(A) f I� fif wo tic trot t-eA cQvi o(i V etA, , G.91/►s t c fi wl 14 es- fvuovvg fi v Iaz cu r. i t �te�f AAc r cAwwr+ Will there be new rack storage? ❑ Yes 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: Will there be a change in use? FIRE PROTECTION /HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Yes Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Sa -ty Jata Sheets. SEPTIC SYSTEM ❑ On -site Septic System – For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q:\Applications \Forms - Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Automatic Fire Alarm No If yes, a separate permit and plan submittal will be required. Compact: ❑ None Handicap: No If "yes ", explain: Other (specify) Page 2 of 6 Existin. Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1s` Floor I Dr I _ _ _ 1 3 g 2" Floor I 0 t ' I — — 3` Floor Floors thru /ft Basement NV 1 Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck ` Uncovered Deck 1 BUILDING PERMIT INFORMATION - 206 - 431 -3670 • Valuation of Project (contractor's bid price): $ Y 600 Existing Building Valuation: $ Scope of Work (please- provide detailed infomiation): {/L'1d If t1 O cl I k I Woti�l s , VesfiroeY14 . C s')lit c vi.e/(A) f I� fif wo tic trot t-eA cQvi o(i V etA, , G.91/►s t c fi wl 14 es- fvuovvg fi v Iaz cu r. i t �te�f AAc r cAwwr+ Will there be new rack storage? ❑ Yes 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: Will there be a change in use? FIRE PROTECTION /HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Yes Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Sa -ty Jata Sheets. SEPTIC SYSTEM ❑ On -site Septic System – For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q:\Applications \Forms - Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Automatic Fire Alarm No If yes, a separate permit and plan submittal will be required. Compact: ❑ None Handicap: No If "yes ", explain: Other (specify) Page 2 of 6 PERMIT APPLICATION NOTE Applicable to all permits in this ap 'cation 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). LZ 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. Date: O Print Name: MVa M i ©fke / Day Telephone: 4 /7-5 "Wit f r —� Mailing Address: (?2/ [t V e W L/M/ q ?�` Ue 14A i BUILDING OW Signature: ER R UTH 1 ED AGENT: 5fie 7rzsb Q:\Applications \Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh City State Zip Date Application Accepted: Date Application Expires: Staff Initials: Page 6 of 6 Parcel No.: 0223100040 Address: Suite No: Applicant: HA.AKENSON GROUP Receipt No.: Initials: User ID: Payee: doc: Receiot -06 130 ANDOVER PK E TUKW R08 -03303 JEM 1165 SGA CORPORATION TRANSACTION LIST: Type Method Payment Check ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Descriptio 115277 000/345.830 RECEIPT Amount Account Code 60.00 Permit Number: Status: Applied Date: Issue Date: Payment Amount: $60.00 Payment Date: 09/19/2008 12:31 PM Balance: $0.00 Current Pmts 60.00 Total: $60.00 - 77 fr/19 7 D08 -293 ISSUED 05/22/2008 07/18/2008 Printed: 09 -19 -2008 Doc: RECSETS -06 RECEIPT NO: R08 -02647 User ID: 1165 SET ID: 0718A SET TRANSACTIONS: Set Member ACCOUNT ITEM LIST: Description City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www. ci. tukwila. wa. us Payee: PARK EAST REAL ESTATE, LLC Amount c508-2.93 701.50 D08 -360 417.00 TOTAL: 1,118.50 Payment Check 1097 BUILDING - NONRES STATE BUILDING SURCHARGE SET RECEIPT Initials: JEM Payment Date: 07/18/2008 TOTAL: Total Payment: 1,118.50 SET NAME: JPC ARCHITECTS TRANSACTION LIST: Type Method Description Amount 1,118.50 1,118.50 Account Code Current Pmts 000/322.100 1,109.50 000/386.904 9.00 TOTAL: 1,118.50 5019 07/18 9716 TOTAL 1118.50 COMMENTS: 1/4,... A Address: • c30 PpNhorivekD Pc- Date Called: Special Instructions: Date Wanted: Requester: -- �f Z r V Is( ∎ 1%, I/) t y n • Q P - -t - • ,fl_• \eAft, ova- ``(Je A t tl.r DNyc q --) toN1 W�!.41, 1\it ca,-.r -- - 0 `� I •, . r / 1 Project: 14 AV CDNA( Type of Insp ction: 1 t ki 01 ( Address: • c30 PpNhorivekD Pc- Date Called: Special Instructions: Date Wanted: (a. Requester: Phone No: .. )v( -L CS L INSPECTION RECORD Retain a copy with permit PECTION NO. PERMIT NO. CI OF TUKWILA BUILDING DIVISION t%- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Ins r: Date: / .00 REINSPECTION FEE f EQUIRED. Pryor to inspection, fee must be all to schedule reinspection. id at 6300 Southcenter Blvd., Suite 100. R -. - ipt No.: .g Date: so &zi' Corrections required prior to approval. ' Tr s FP !' C;? dep t Type of Inspection: n _L.'t.A-r1 r A /L ` 'Jtir crsL . F,' •% 5 �c,A) , ( D ., S t.iA ()c �.�,,,r h, 1C Wi ICUe7 ti; es c �� SS sla.r� . Requester: tac ff f nE -c,t -r 1o✓ P Ja t,J l N . / GAJ ,jk, c9 APP( f' -teA - ., k A (M f -e T fttLASJ s i i'� . i lk) 0 n ,, ../ - 0 n .gf,t(L� ' _ ' 44 A y /� - ,,` /UST- A-,n , D Pia.61) D o e_360 0 i.LA.5 `rt. tie c-, r i ��1 r ,)i)r „f : le.srf 11,-NV-e. Je.kj I - iofki J se.A-( fn) I r jo / Project: Type of Inspection: Address: /30 1,Lla//.' eke Date Called: Special Instructions: -. Date Wanted: / - d, Requester: /ya 7 ' Phone No: �a 4e -4/./7 9 ( INSPECTION RECORD Retain a copy with permit 2-3 k\ INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION e 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206).431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspect Date: � ' _ o`i ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: Type of Inspection: Tr /AN 4 / �^ /) /7 /?r i h i / — 1v Oaf P/ Address: l30 A A/Dat iP 10E5 Date Called: ‘2 Of" le' l ;le / –74, 4/ -- w6F Special Instructions: X ) h3 , • O. i&&i 7 7 :(1i.• earr uc!4 y i q X06/ Hiv l / --A/ C'(a Phone No: / y9 .r-■ lit" / �� 4 1 i / Project: 44z ivy 1A ( (DiD Type of Inspection: Tr /AN 4 / Address: l30 A A/Dat iP 10E5 Date Called: Special Instructions: Date Wanted: /-- 4. - p.m. Requester: Phone No: / y9 .r-■ lit" / �� 4 1 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 12- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 INSPECTION NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit &Corrections required prior to approval. Inspe 0 REINSPECTION FEE R�QUIREI . Prior to inspection, fee must be at 6300 Southcenter Blv , Suite 00. Call to schedule reinspection. Re pt No.: Date: _ ✓ Date: u�- tei COMMENTS: _S r_ ->r e_.0 rSJf Y e r.es 0_ 'Ate. C1/ A1( 'rite. 0A vLA , _ 4 1,..); It, , , , () OD A'I. p I n� df' ftfr - aip _ U & /) i - f__D 0 t e ,t r.-/ bl AfA--. (:(") - _ - ..A. e_.-eale4 Date Wanted: /o / d w I ! r� yin �j1 T (r t P✓ � r J i /∎ 4,E ; A � Ate t , 1 1 . � c � .� an � P 3 r F e c.�' e.,.,7 , e..n�' AA ._A ., Al _- A ( L r,G r ). A1 - / t .. A 3 4 ,ib / o-., ( O A-e 6 t'f S . L (e 7,f i- ,/[ Project: 1-. ()Putt) I t Type of Inspection: Fire,! Address: `3 Anloalf p i- Date Called: Special Instructions: ✓ Date Wanted: /o / d a.m: p.m Requester: Phone No' () G- L74 `1/7 INSPECTION RECORD Retain a copy with permit INSPECTION O. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION P- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspect`r: Date: / 2 _ or _ 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: 7� A I n L _ Ctr O 0 &r0`^? Type of Inspection: --7 id / Address: ,3 v j a -'ii f Date Called: r^: Special Instructions: Date Wanted: a�,gr .. /Q -ZT p.m. Requester: Phone ?AO ` s V yf( 77 Approved per applicable codes. b INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 PERMIT NO. 'Corrections required prior to approval. COMMENTS: Insp Date: 0;2-c— e 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: COMMENTS: l'A1 ( , A A ( Icy JA At (I‘k ? _ 3 Date Wanted: q ? l9 , r ) (� p.m. P i Phone 2 °( - 1 -18 - 19 q 4ae2,r, ft_43(...-ic 17 -4-- nf Pro ct: ,� - A 1,�.�(s 0 A 6/ p Type of Inspection:. -d , 2 Address: Date Called: Special Instructions: Date Wanted: q ? l9 , r ) (� p.m. Requester: Phone 2 °( - 1 -18 - 19 q INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0 - 2 .13 PERMIT NO. (206)431 -3670 EI Approved per applicable codes. El Corrections required prior to approval. t t\L 1 L0 - 0 Inspegtor: 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.: IDate COMMENTS: .�� / /rI G d DoT /Mud T lad; 01.4o/ /A7,- / [ l [ 11P1 �P I' t. A r• n / // , 6- . 1'79/0e-o . / j / / �a /� ✓ A--( 1 .° _s-A, ! " p o i G'/ (74%// 1 7C.. ' I /! " /" /7 GU /H S .y. A . ,.lfL/ 100Uvs�, w, fl 64 ,Z %pi ]"r�. fl I a I 0 37 1 4, re 47‘,/ � ®4-Ar1 r. V 6; // ,. Ai,s //40 Q r il.H Ff- 64 I"d l c , TnY tip( / ) ' j 4 V ,f)42.0 40'lip:.- AJ ✓a (..oi %Lf 7 6 esv-e//:de- 1 0.4.-0Pi-o-t D /9rO v' On a PH /H P v 4. 4-- ' v 1/1..e ru J vfL1.0✓ -1/4dY VerY"; G4 .I4A-- a C vO clNd 7,v (i"il / C..... /vi § ye 'le/ //o yJ /‘h't Project:// Kez, �( • T s ec n: Type n Y � e. j - � iy Addres : h i Date Called Special Instructions: Date Wanted: G Z` o4 dim P.m. Requester: Phone No: PERMIT NO. CITY OF TUKWILA BUILDING DIVISION R. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 INSPECTION NO. INSPECTION RECORD Retain a copy with permit Approved per applicable codes. , .COrrections required prior to approval. Inspector: Date: $58.00 REINS R ION FEE REQUIRED. Prior o inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: 'Date: / COMM ENTS: 4,-r„ & (2pfl // ( ,1 /f 41 4,9 l alP 7 C G/ T tvot //s !'d v Q Ole 7 .d, / Ta "1 Y a / A/i A " - .- (0f1 . / -I-J 541/ `7 "�� i ` A - D c-x ,o / f o v . re %a 4 i w 4►� ,' 7'iH r. �c}f^J y Y ( o 5 Calle ? Y — ‘ s 7/ ; V C afe o v f � ,yen 4 „Si/ by .--p r4,-..9.,-/ J Date Wanted: /Jd /7 I Project: ` / ' 4; G / -8" (S --✓1 /l Typpmf Ins ection:i j rye( Ai � n A dr s / / Date Calle Special Instructions: Date Wanted: /Jd p.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ■• 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. ections required prior to approval. $58.00 REIN CTION FEE REQUIRED. Prior o inspection, fee must be Southcenter Blvd.. Suite 100. Call the schedule reinspection. paid at 630 Date —' 'Receipt No.: 'Date: ti y: • .t8.'W.4APr •mk ' i Siy .�°'e' asrrN:ti.r�.. -.. _ s_1. .r to-e COMMENTS: T pe of nspection: P pie 00,4s-fr•% o Address: t - 30 4 NoNF 4) K Date Called: C Special Instructions: Date Wanted: Requester: `r ._cp€-< "YUr a sr _f.T e) J s : . L.J i, ?N s), ,J — r .: S �-,fi /- � 5 f . /(� f"..7e -e, 6-4) /,. 3 "J 4 v A R A Project: R P' A tLr N C O1V (DD Cl T pe of nspection: P pie 00,4s-fr•% o Address: t - 30 4 NoNF 4) K Date Called: C Special Instructions: Date Wanted: Requester: Phone No: 2- C)&` S`LI I -7 j INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION V P-- 6 300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Insp (ctor: Date: g 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: 44 ft its - vy o ' 640d P Type of Inspection: /r it- /frfi 6 Ai Fire Alarm: Hood & Duct: Address: /,j Suite #: .-b 1 Pre -Fire: Contact Person: } 'r Special Instructions: Phone No.: • Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: L _ . INSPECTION NUMBER Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 ri Corrections required prior to approval. COMMENTS: t- LT- - DJ Z cit4 iT V! r4 - ®g - eae,Tetz, 444-or At(-1 - ole iNA1 • Inspector: Hrs.: 4 Date:. 7 of n $8 .00 REI SPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspectionlecord Form.Doc 1/13/06 • T.F.D. Form F.P. 113 206 575 3404 CITY SHOPS Jun 11 08 06:58a FRANK SCHNEIDER A -1 BACKF 425- 337 -6398 208 575 3454 Orr SHOPS NAME .. ^ A C C O U N T I . 980430 ._ .. .. SUVICE AMUSE METER" _, .331516 CM _ _ .. __ STATE g►A — ZIP CODE 9_81/127._____. e ASSB9Is .Y LOCATION .USA s.4'4 wf�A.�NJIDS R.61P624A�dIrIglk.. _ __1.�C _.IP,D,7(...... 0I CROSS.CONrEC ION CONTROL TOE? InipaggiOIlRVF srslc 1.QSl =.. MAKE LUki l.... - - -.._. MEWL _MXIIL.. TYPE .. _ sH lo 0 PSI raw: ❑ LIOS TPIG1 ($ REPLACEMENT? ❑ - LINZ PRESSURE AT TIME OF TEST! TESTS ACR. REPAIR OR MEDIUM Rik at TESTED IV INITIAL TEST RESULTS City of Tukwila — Public Works Maintenance Department 600 Milkier Btvd,'Iltkwila, WA 98188 PSI DROP ACROSS II CHEM VALVE PSID RELIEF VALVE OPENED II CHECK VALVE CLOSED MDT? WI CHECK VALVE LEAKED? Q CHECK VALVE CLOSED TIPL2TI? I2 CHECK VALVE LEAKED! APPROVED AIR OAP PROVIDED? RflA PASSED TEST? AIR INLET FAILED TO OPEN? Backfow Assembly Test Report Form 0 NA II CHECK VALVE CLOSED TWAT? 2, ii Psm WI CHEQC VALVE LEANT 0 tDCVA :12 CLUCK VALVE (WISED TIGHT? i 'Z , PSID 12 CHECK VALVE LEAKED? DCVA PASSED TES?? 0 Ym ® Ike a AIR INLET OPENEDAT PS2D 0 02:20:58 p.en. 06-04 -2009 ' : Mfcl -ems �- PAS PS1 DROP ACROSS En CHICK VALVE KID RELIEF VALVE OPENED A CHECK VALVE CLOSED TIGE[T? WI CHECX VALVC LEAKED? Q CHEM VALVE CLOSED TIORTT 62 CM= VALVE LEAKED? APPROVED AIR GAP PROVIDED! RPBA PASSED TEST? Ver ❑ 10:02:20 a.m. 07 - 24 - 2008 2 /3 !MD 0 0. II CHECK VALVE CLOSED TIGHT? r.. MID W CHECK VALVE LEAKED? 0 12 CHECK VALVE CLOSED TIG ....... PSID et CHECK VALVE LEAKED? DCVA PASSED TM?' Yes 0 AIR INLET OPENED AT AIR INLET FAILED TOOPEN/ CHICK VALVE HELD TIGHT AT CHCQC VALVE LEAKED! PM PASSED TEST? CERT I 0 Ne ❑ 'PVBA •, CHECKVALVE PSID i CHECK VALVE LEAKED/ ❑ ❑ ` PVUA PASSED TEST? YAP No - ❑ V° ❑ Ne ❑ APPROVE D ASSEMBLY? ® PROPER INSTALLATION? ® INSPECTED EV CCE:P 0 -Nis? corawNY , - .c✓ mon . - .2%1? 7 i 0/ / ... Tssr KIT MALE At - ••es1 MODEL . as 1 S - --.5 — SN 0.3() W.(AMMARO M DATE •2 b ... . I eierr6 that I used WAC 2d 6- . TezrjMerhods awl Differential turo Teri 6gvFpeeen: . TESTER'S NAME ► r " " / , Z i F!' CERI ?CATION • . h/41 jet SWUM= n�� ' ' _ __. _ ... _�... - SATE TCSIED - a - 7 -G s REPAIRED BY _ . _ ..._ . REPAIR DATE DATE TESTED p.4 114 RECEIVED JUN 10 2008 TUKWILA CITY SHOPS q:7 (Y 2 D48 -93 ` 206 575 3404 CITY SHOPS Jun 11 08 06:59a FRANK SCHNEIDER A-1 BACKF 206 4753404 a City of Tukwila — Public Works Maintenance Department 600 Minkler Blvd. Tukwila, WA 98188 Backflow Assembly Test Report Form Antlamtbak laatRaildbe-- A�° _ . sravicL Amass 131).Aw4 ooT ?Pik _____ M ETED NAME sir CWIE 18.093-7197 ASSEIGILY LOCATION In.bol box CROWCONNECTION CONTROL ITOICAHEIEMILWSWEAMIM SIZE .3.0Q. ....... MODEL -__ TYPE EN UNE PRESSURE AT TIME OF TEST? CITY _ TESTS ASTER REPAIRORCLJAMNG _ REPAIRED RV RETESTED DV CITY SHOPS PSI DROP ACROSS EI CHECK VALVE 7, _ PEW PSI CROP ACROWITI CHECK VALVE RELIEF VALVE OPENED AI CHECK VALVE CLOSED morn Al CHECK VALVE LEAKED? VI CHECK VALVE CUISED TIGHT? Al CHEOC VALVE LEAKED? APPROVED AIR GAP PROVIDED? MIA PASSED TOW Yes Es Ii CHECK VALVE CLOSED TIGHT? l oc Fl CHECK VALVE LEAKED? VA FICHE= VALVE CUISED TIGHT! PSID HI CHECK VALVE LEAKED? DMA PASSED TM? Vas No 0 DCVA PASSED TEST? AIR INLET OPENED AT AIR INLET FAILED TO OPEN? Pink CHECK. VALVE HELD TIGHT AT CHECK VALVE LEAKED? PVRA PASSED TEST? • - /Ye rst NET 0 EXISTING? rfi aseLuzaaarri 0 PS2) AIR WHAT OPENED AT 0 ma INLET FAILED TO OPEN! ism CHECK VALVE HELD TIGHT AT Ei CHECK VALVE LEAKED! Vas 0 Ns 0 PVIIA PASSED TOT? Ye 0 APPROVED ASSEMBLY? 5g PROPER INSTALLATION? INSPECTED NY Can TEST COMPANY Rfrt. • lar MAKE jile4 L MODEL 4 5N 03.0 tr4 ALIEE DATE e*C I arib Oa I used WAC 246-290-4,0 appoved Testealoods anA Afire ad a Pressor. Tao Equipe:au Trsrum NAME traorn - Sv- Stakt4TURE CZRTIFICATION • rty. . DATE TESTED a.. 7 ..6.11 REPAIR DATE DATE TESTED No El PEW . . RELIEF VALVE OPENED El CHECK VALVE CLOSED TIGHT? CHECK VALVE LEAKED? 02 CHECK VALVE CLASED TIGW11 el CHECK VALVE LEAKED? APPROVED AIR GAP PROVIDED? APRA PASSED TEM Vas HI CHECK VALVE CLOSED TIGHT? AI CHECK VALVE LEAKED? Al CHECK VALVE CASED TIGHT? 01 CHECK VALVE LEAKED? CERT I 10:02:38 a.m. 07-24-2008 425-337-6398 02:11:53 p.m. 06-04-26011 A D 0 Z3 PSID PSUI. 0 0 0 0 No p ?SW Ye El N. P-5 M TUKWILA CITY SHOPS 3 /3 RECEIVED JUN 1 0 2008 CO ENTS: ` r / , /HS1.G4re-G+ cJer ,, 7 6o. le r.+wr/ ," dr / ' r ,c..,. - 4 . r te. lr. twx1 • /7YGNr��r .)Kw(� /j�d��utr�r �%QJGc[ r ?a - 7 / 4 Addres : , /lD a).K> ,ft. get ,, IC/ o:..9,, ",o H �� `- e-- 04 ed s ad d ri,/ ./eo p, r , C A , 1 . 10 41 /, / 4 a•r /� , v r> .r ol- ui 7J�"1 YY7..el/' ./.)'v e - T"/"OV e 1 ! <�7�'�co/140 „pew `Cy d ii-0 "Iv J -ect - ) . , -Tire— -7T� a (J,;/ A, /fi zz.' ":49 �✓ . p p l y nit.il a ---/- i // pro . J-/` Gov r a 1, ..-1 >4 aT/ _J7-_. eA Conrr..`pfiw p r•-PJiCf.,, /—,..; i e:6;f o/ 47,92Y . ryllr✓.h -1 Projec /‘ a �^lav� Type spec on: ..Q / toJ Addres : , a. Date Called Special Instructions: Date Wanted. Z ---e:).Y p.m. Requester: Phone No: Receipt No.: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. •orrections required prior to approval. T Date: PERMIT NO. Date: Inspector $58.001 EINS CTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. CITY RECEIVED CITY SEP,12 2008 PERMIT CENTER r EVl$IO\ N0. � r ow/ Dad 2°I3 COMMENTS: ' arr .� O; i .5 /1S v• # a, Date Cal le • : r C ai vt ' 4 - f / • « f.l..-- t r� d' pee- kd 4 0 (J - (' 41.-- 7i n? C6lr ( % �,,�.. � i� ✓ .�c e ✓ cafe' G D e CIS e eit 1.7 ..9 Az !/ rt K © -- -- --4 f / Project: / Typ- •f Ins •ection:.j • dress: ' ? j Special Instructions: Date Cal le • : Date Wanted: Requester: Phone No: INSPECTION NO. Approved per applicable codes. (Receipt No.: , . iNSPEC T 1ON RECORD Retain a copy with permit CITY ' F TUKWILA BUILDING IMVMSION C c PERMIT NO. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 C-c rections required prior to approval. ® $58.00 REIN ' CTION FEE REQUIRED. Prior to inspection, fee must be paid at 630 ' Southcenter Blvd.. Suite 100. Call the schedule reinspection. ! Date: Arum • 'iv i ; 'Y• 1: " O U c 0 Cu Q u 0 C 0 0 2 Tate ACCESS FLOORS Tale Access Floors, b e. of appr 7510 Moms Ideoo Road PAD 20794 Tel Jessup, 4 ) 7894200 For (410) 799-420P p PoslLock/Cornerlock Understructure for ConCore and All Steel Access Floor Panels -24 ". Type 1A Pedestal LEGEND 1. Access floor panel 2.114' - 20X1.048' MOW 3..114' thick die fanned geN. steel head 4. Steel stud 314' -10 LR1C 5. Nut with vibration prod looking device 8. Type 1A base with 7l8• sq. x17ga. Ow tubing 7..083' tldolc die formed embossed adv. steel base 8. Resilience I•eld raj AM! ti) rU r, Pedestal Base � DE COMPL�N 5 Bass to be at bast 18° square and gahranmsd steel. • tube shall be 7/8' square x 17 ga. wal APPROVED alvoared tubing. SEP 16 2008 City of Tukwila BUILDING DIVISION ON PEDESTAL SPECIFICATIONS Pedestal Assembly • Assembly up to 24° FFH shall provkle an 8,000 b. axial bad without permanent deformation. • Assembly shall provide a 2' total ad)usbnent with a mktknum finished floor height of 8'. • Standard finished floor heights of e' to 24'. For boor finished floor heights and seismic concerns, refer to low FFH and seismic submittal details. • Orertumkig moment of 1,000 bliss. when Tate recommended pedestal adhesive Is utilized on a clean unsealed concrete slab. Pedestal Head • .114' thick die fanned galvanized steel pedestal head projection welded to a threaded rod wtih adjustment nut. • Pedestal head that have tapped holes for engagement of PosiL.odc snows and shall knoorporate alignment guides and locating points to laterally contain and positively position the floor panel with or without the use of screws. • PosLock fastener ahal be sea capturing U4' - 20 flathead maddne screw. • Solid steel stud shall be 3/4' -10 UNC. • Corrosion resistant nut anal be 314' -10 UNC and anal include an anliotetion feature when engaged onto the base assembly. • Stud shall provide an antkotetion featse when engaged with the pedestal base assembly. (8' FFH or higher) pedestal assembly with pe provide support for panels around columns and at base at perimeter shall be l' shorter than In field area. REVISION N0. is aarldwrcilca: • 2008 Tate Access Room Inc. RECEIVED CITY OF TUKWILA SEP, 12 2008 PERMIT CENTER System Performance Criteria (Tested on Actual Understructure) PANEL CRITERIA (For Reference Only) System Type SYSTEM WEIGHT STATIC LOADS ROLLING LOADS IMPACT LOADS Concentrated Loads @ .100" Panel Understructure Design' Loads Safety Factor (min. 2.0) Uniform Loads 10 Passes 10,000 Passes ConCore CC1250 -24" Posilock 8.5 lbs / ft' 41 kg I m' 1250 lbs 567 kg Pass 400 lbs / ft' 19.1 kPa 1000 lbs 454 kg 800 lbs 363 kg 150 lbs 68 kg 1250 lbs 567 kg Bolted Stringer 10.0 lbs / ft' 49 kg / m" 1250 lbs 567 kg Pass 400 lbs / ft' 19.1 kPa 1000 lbs 454 kg 800 lbs 363 kg 150 lbs 68 kg 1250 lbs 567 kg 1z z Tate C S5 itj'itg • Optional PosiTile holes (4 ea) Draw quality steel bottom pan with Welded structural dome design assembly at domes and Cementitious perimeter core material Full II hard cold top sheet Integral shape pocket design and locating tab for positive lateral retention and location with or without screws CORNER DETAIL Bare Panel Tate Access Floors, Inc. 7510 Montevideo Road Jessup, MD 20794 Tel (410) 799 -4200 Fax (410) 799 -4207 0 Tile w/ Integral Trim ConCore CC1250 Panel -24" (4 ea) PosiLock holes O Painted finish 0 SPECIFICATIONS General information • Panel weight : 8.0 Ibsift' bare. • 1 -3/8 inches deep with no covering. • All steel welded construction filled internally with a cementitious core material. • Protected from corrosion by an epoxy paint finish. • Class A flame spread rating. O rolled steel O O O O • Non-combustible material. ino • UNDERSTRUCTURE OPTIONS Q Freestanding Q Posilock 0 2' Bolted Stringer Q 4' Bolted Stringer TOP VIEW COVERING OPTIONS Tile factory laminated with Integral trim edge Q 1/8" HPL (Color) Q 1/16" HPL (Color) Q 1/8" Conductive HPL (Color) Q 1/16" Conductive HPL (Color) For additional laminate options contact Inside Sales System Performance Criteria System performance criteria are the most important to consider because they represent the performance in a typical installation. Panel only criteria such as concentrated load is often used to specify floor systems however, the test Is not representative of an actual installation because it is performed with the panel resting on blocks, not actual underslructure. 'Design loads and safety factors are defined in the Technical Resources/Technical Bulletins area of the web-site under "Design Loads ". All other tests are conducted under CISCA's recommended test procedure for access floors. Bare Painted Panel Options Q Bare Painted Finish to accept carpet tile application Q Bare Painted Finish to accept PosiTile application © 2007 Tate Access Floors, Inc. SCOPE OF WORK TWO -HOUR SHAFT WALL. SEE DETAIL 1SK -4 EXTENT OF GWB CEIUNG CORRIDOR CONSTRUCTION. SEE SECTION ASK -2 NEW RATED DOOR AND FRAME I 1 I I I I i — I— I-- t— I- 1 -1 —I -� I f �\ - -%-1-1- 1-1 -I- fir, -1- 1- l- 1 -1-111111T ∎ — - — — /N Floor 3 Scale: NTS JPC ARCHITECTS w �v� 601 108th Ave NE - Suite 2250 Bellevue, WA 98004 1201 Western Ave - Suite 450 Seattle, WA 98101 tel (4251641 -9200, fax (4251637 -8200 Floor 3 Corridor Construction JPC PROJ MGR: SG JPC PROJ NO.: 08- 100 -0099 REVISION: 09 -09 -08 BUILDING: Andover Park East 0 2008, JPC ARCHITECTS PLLC SK -1 Scale: 1"=1'-0" VARIES SEE FLOOR PLAN Section at Corridor CONCRETE EXTERIOR EXISTING SOFFIT TO UNDERSIDE OF STRUCTURE ABOVE BRACE TO STRUCTURE ABOVE ACOUSTICAL CEILING GRID & TILE 1" SHAFT LINER 4 ", 20 Ga. GALVANIZED STEEL C —T STUDS 24" O.C. (1) LAYER TYPE 'X' GWB. EXTERIOR GLAZING * REFERENCE ICBO REPORT NO. 2541 2-1/2" MTL. STUDS W/ (1) LAYER 5/8" TYPE 'X' GWB EA. SIDE FINISH FLOOR SEE PLAN SK -1 FOR CORRIDOR LOCATION 4 JPC ARCHITECTS WI w Leo , Wwwin 41.460 0•111.2111.1-02011 fa‘ 1.14.174203 WA' "" Floor 3 Corridor Construction JPC PROJ MGR: SG JPC PROJ NO.: 08- 100 -0099 REVISION: 09 -10 -08 BUILDING: Andover Park East 0 2008, JPC ARCHITECTS PLLC SK -2 ce cr o•- cc ce a. • CP X 3 LO F 0 0 0 7 E d Cr) 0 me tj 0 .. 1 Enlarged Corridor Detail Scale: 6"=-1'-0" C I • ••.• •• .‘ BRACE STRUC 6", 20 STEEL @ 24" 1" SHA • • • TO URE ABOVE Ga. GALVANIZED C—T STUDS O.C. FT LINER (1) LAYER TYPE "X" GWB JPC ARCHITECTS 1170. Awe - 6/1. Wm_ WA MP V.••■••••111.4.7 11.111.1M14101 01110134.1.1,1 1496.1141oo Floor 3 Corridor Detail JPC PROJ MGR: SG JPC PROJ NO.: 08-100-0099 REVISION: 09-10-08 BUILDING: Andover Park East 2008, JPC ARCHITECTS PLLC SK-3 I I C .:.,.. 2 -3 Enlarged Two -hour Shaftwall Detail Scale: 6 " =1 ' —0" TWO HOUR SHAFTWALL: BASE LAYER OF 1/2" GYPROC FIREGUARD C GYPSUM INSTALLED WITH VERTICAL JOINTS OVER STUDS AND ATTACHED TO MIN. 25 GAUGE STUDS WITH 1" NO.6 TYPEW SCREWS 24" OC. INSTALL FACE LAYER OF WALLBOARD WITH ALL JOINTS OFFSET BY 24" FROM THE BASE LAYER AND ATTACH WITH 1 -5/8" NO.6 TYPE S SCREWS SPACED 8" OC. INSTALL BOTH LAYERS HORIZONTALLY. TAPE JOINTS ON FACE LAYER. COVER JOINTS AND SCREWHEADS WITH JOINT COMPOUND. * REFERENCE IC BO REPORT NO.2541 LAYER TYPE "X" GWB JPC ARCHITECTS . : . : . W OM..�. �� .�AA e e l s4 b uaaw Floor 3 JPC PROJ MGR: SG JPC PROJ NO.: 08- 100 - 0099/08 -100 -0094 REVISION: 09 -10 -08 BUILDING: Andover Park East Q 2008, JPC ARCHITECTS PLLC SK-4 19 -10" SCOPE OF WORK IIIIIIIII■ I_ IIIIIII ■'llll-II_'llllllll■IIIIIIII■ III_ �IIIIIIII■ IIII- �IIIIIIIII♦' ll��' lllllllllll 1111111111■'llllllllll,l_ I7 -9.5 - I iiiiiii • • • n Reflected Ceiling Plan ®® Scale: 3/32 " =1' -0" JPC ARCHITECTS 601108th Ave NE - Sutte 2250 Bellevue, WA 98004 1201 Western Ave - Suite 450 Seattle, WA 98101 tel 14251641-9200, fax 142 51 63 7 -8 20 0 Floor 3 Corridor JPC PROJ MGR: SG JPC PROJ NO.: 08 -100 -0099 REVISION: 09 -10 -08 BUILDING: Andover Park East I Om RC ROED ENCLOSURES, TYP. TOR b POORE TO OCT 2008, JPC ARCHITECTS PLLC .. SK-5 FireLine Catalog No. e.' ' ` s 4: Lamp FireLine Catalog No. �;.r yrt ` Yt f ` Lamp -, . ' +�Yrt._ X 1.5' All Applicable Lamps aid fluorescent 1100AICMFT 1104F Series 1004F Series 1101FIC Series 1001FIC Series 2001FIC Series 1102T26U : .. ' ! ��►t 10041C 11041C All Applicable Trims IC Lamp Wattages Only ).ow Voltage All Applicable Trims All Applicable Lamps 2000LVNT 2000AICV 1000ICV Fl uorescent All Applicable Trims All Applicable Lamps 16FR2X10 Incandescent 1004IC 1104IC All Applicable Trims IC Lamp Wattages Only IIIIIIIII 2000IC 2000AIC 1000IC 1000AICM 1004ICX 1100IC 1100AICM 1104ICX 1100P1 I * ,a IIIIIIIIIIII FireLine Catalog No. Use with Frame -In Kit Use with Reflector Trim Lamp FireLine Catalog No. Use with Frame -In Kit Use with Reflector Trim Lamp 12FR2X10 Incandescent 2000IC 2000AIC All Applicable Trims All Applicable Lamps 16FR2X10 fluorescent 1100AICMFT 1104F Series 1004F Series 1101FIC Series 1001FIC Series 2001FIC Series 1102T26U All Applicable Trims All Applicable Lamps 10041C 11041C All Applicable Trims IC Lamp Wattages Only ).ow Voltage All Applicable Trims All Applicable Lamps 2000LVNT 2000AICV 1000ICV Fl uorescent All Applicable Trims All Applicable Lamps 16FR2X10 Incandescent 1004IC 1104IC All Applicable Trims IC Lamp Wattages Only 1004F Series 1104F Series 2000IC 2000AIC 1000IC 1000AICM 1004ICX 1100IC 1100AICM 1104ICX 1100P1 All Applicable Trims All Applicable Lamps I_IG I-ITC)1_I1:R Page 1 of 1 Features 1. DriCladTM Fire Rated Enclosure: 1" thickness, rated for minimum 2" x 10" construction. 2. Parts Bag: (containing) 4 - 2" Drywall Screws 4 - 1-1/4" Drywall Screws 4 - Eyelets 1 - Square, Mineral Wool 1 - Metal Cap 3. Reflector Trim: (See Reflector Trim Specification Sheet.) 4. Lamp: (See Reflector Trim Specification Sheet and above.) 5. Frame -In Kit: (See Frame -In Kit Specification Sheet.) Labels UL Classified for use in one -hour fire rated L500 Series floor /ceiling assemblies (Excludes Truss ceilings) Lightolier is a Philips group brand 881% Luminaire Assemblies Classified C `ir�7 US for Fire Resistance I Lytecaster® 16FR2X10 Recessed Downlighting 12" and 16" 0. C. Fire Rated Enclosure Complete Fixture consists of Fire Rated Enclosure, Reflector Trim & Frame -In Kit Select each separately. DriCladTM' is a registered trademark of Stan Chem, Inc. 631 Airport Road, Fall River, MA 02720 • (508) 679 -8131 • Fax (508) 674 -4710 We reserve the right to change details of design, materials and finish. www.lightolier.com © 2008 Philips Group • 10708 PHILIPS £3tarw a I I ...........k ' MOVABLE WALLS REVItWd) R) t CODE COMPLIANCE APPROVED JUL 01 2008 NUT WASHER City Of Tukwila B ILDIN DIVISION V N.. BOLT \ CEILING WASHER LOCK/WASHER T FP E C Permit No SUSPENSION WIRE BY OTHERS BRACKET BOLT EVERY 48' SUPPLIED BY STARWALL NUTS, WASHERS & LOCKWASHERS SUPPLIED BY STARWALL TOP CHANNEL MELAMINE PANELS RECEIVED JUN 2 4 X008 TUKWILA PUBLIC WORKS RECEIVED CITY OF TUKWILA JUN 19 2008 PERMIT CENTER BOTTOM TRACK SCREWED ON FLOOR EVERY 48 ". SCREW BY STARWALL. SEISMIC BRACING DETAIL -1 CORRECTION . /� s LTR# ��I Starwa Ii MOVABLE WALLS BOLT \ NUT WASHER WASHER CEILING LOCK/WASHER T Li CORRECTION y --�('� w SUSPENSION WIRE BY OTHERS BRACKET BOLT EVERY 48' SUPPLIED BY STARWALL NUTS, WASHERS & LOCKWASHERS SUPPLIED BY STARWALL TOP CHANNEL MELAMINE PANELS RECEIVED CITY OF TUKWILA JUN 19 7008 PERMIT CENTER BOTTOM TRACK SCREWED ON FLOOR EVERY 48 ". SCREW BY STARWALL. SEISMIC BRACING DETAIL -1 2 17 06 -03 -2009 KARA MIOTKE 601 108TH AVE NE SUITE 2250 BELLEVUE WA 98004 RE: Permit No. D08 -293 130 ANDOVER PK E TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a fmal inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or fmal inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 07/06/2009 , your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician C xc: Permit File No. D08 -293 City of Tukwila 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 ./07/2009 15:18 206 -533 -2196 PARK EAST REAL ESTATE, LLC January 7, 2009 Bob Bcncdicto Building Official City of Tukwila Department of Community Development 6300 Southcenter Boulevard, #100 Tukwila, WA 98188 RE: Haakenson Group TI - (Permit # D08 -293 Mr. Benedicto, Please accept this letter of understanding in order to obtain a 30 day temporary certificate of occupancy for the above referenced project (permit # D08 -293). On December 31, 2008, we received your internal staff memo regarding requested corrections to the Andover Park East building (located at 130 Andover in Tukwila) in order to achieve occupancy status for the Haakenson Group TI. As this written request came to us recently and per verbal agreement with you, tomorrow (January 8, 2008), the City of Tukwila will issue a 30 day temporary occupancy permit for the Haakenson Group TI. Within this thirty day time frame or by February 9, 2009, Park East Real Estate LLC will submit for permit and work toward remedying "Correction to Owner — Identified by field inspection of 1 2/1 per the attached memo. Sincere; Abett i(m W. Abbott, Managing Member ark East Real Estate LLC Attachments Cc: Brian Merisko - SGA SGA CORPORATION _ PAGE 02/05 RECEIVED JAN 01 2009 TY DEVE oPNMENT Kor L G 1501 NORTH 200TH STREET, SHORELINE, WA, 98133 • PHONE (206) 533 -5090 • FAX (206) 533 -5099 TO: Jeff Ristoff FROM: Bob Benedict° TITLE: Project manager COMPANY: SGA Corp. TITLE: Building Official DEPT; DEPT Community Development ,1/07/2009 15:18 206 - 533 -2196 12- 31-'08 16:02 FROM- publicworks /dcd 2064313665 FAX TRANSMITTAL City of Tukwila Department of Community Development S GA CORPORATION PAGE 03/05 T -571 P001/003 F-113 RECEIVED JAN 0 7 2009 COMMUNITY DEVELOPMENT Fax Number: (206) 431 -3665 a =mail: tukpian@ci.tukwita.wa.us FAX NO. 206/533 -2196 Thud number of pulps transmitted, including this cover sheet: 3 SENT BY rnitids): 20(G�O • x#- I �G(o� 451'✓7 � RE: Memo to staff regarding Haakenson Group T.I. — Permit # DOS -293 COMMENTS/MESSAGE: To suuiuiarize : This memo was clarification to staff regarding the application of the code requirements to the Third Floor corridor, the fire rating requirements to the Haakcnson Group entry doors /sidelights, and the required protection of the West stair enclosure for the Third floor level. ,1/07/2009 15:18 206 - 533 -2196 12- 31-'08 16:02 FROM- publicworks /dcd 2064313665 FAX TRANSMITTAL City of Tukwila Department of Community Development S GA CORPORATION PAGE 03/05 T -571 P001/003 F-113 RECEIVED JAN 0 7 2009 COMMUNITY DEVELOPMENT Fax Number: (206) 431 -3665 a =mail: tukpian@ci.tukwita.wa.us FAX NO. 206/533 -2196 Thud number of pulps transmitted, including this cover sheet: 3 SENT BY rnitids): 20(G�O • x#- I �G(o� 451'✓7 � 4 Date: June 18, 2008 To: Permit #: D08 -293 JPC ARCHITECTS Allen Johnannessen Plans Examiner Tukwila Building Division Project Name: Haakenson Group Please find (qty. 4 total copies and qty. 2 signed) updated plan sets for the above permit submittal for tenant improvement resubmittal at Andover Park East. The revisions are clouded with delta 1 and address the plan review comments and requirements. 1. The common path of travel route has been revised to not exceed 75'. The total exit access travel distance route has also been revised. See sheet #I -CS -3. 2. The means of egress illumination along the path of egress has been identified with 24 hour emergency fixtures for egress illumination. See sheet #I -4.3. 3. Occupant calculations are shown under Code Information on sheet #1 -0.0 and in plan on sheet #I -CS -3. 4. Detail #3 /sheet 1 -9.1 is shown for the demountable wall bracing. An enlarged detail sheet of this is attached. 5. Openings for Conference 318 and office 320 are shown. See sheet 1 -3.3. 6. The Code Information references NEC2005 on sheet 1 -0.0. Please contact me if any further comments. Thank you, ccin S Gran. irt4 Susan Griffin JPC Architects 0 • 601 108th Ave NE - Suite 2250 Bellevue, WA 98004 - 1201 Western Ave - Suite 450 Seattle, WA 98101 tel 14251641 9200 fax 14251637 8200 www.jpcarchitects.com f June 4, 2008 Kara Miotke 601 — 108 Avenue NE, Suite 2250 Bellevue, WA 98004 RE: CORRECTION LETTER #1 Development Application Number D08 -293 Haakenson Group —130 Andover Park E Dear Ms. Miotke, 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 Department. At this time the Fire and Planning, Departments have no comments. Building Department: Allen Johannessen at 206 433 -7163 if you have questions regarding the attached comments. Public Works Department: 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) 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 through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Brenda Holt Permit Coordinator encl City of Tukwila File No. D08 -293 P:\Permit Center\Correction Letters\2008\D08 -293 Correction Ltr #1.DOC wer • • 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 i Building Division Review Memo Date: May 29, 2008 Project Name: Haakenson Group Permit #: D08 -293 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. The common path of travel shall be measured from the most remote point within the office which would be on the opposite side of the room from which the path of egress is shown to start. The common path of egress travel shall traverse to where two separate and distinct paths of egress travel to two exits are available. Where the common path of travel reverses to detour back into the office before turning back to the exit does not qualify as distinct path description. Therefore the point of two separate paths would begin down by where the accessible ramp starts. As a result the path of travel exceeds 75 feet. Revise the floor plan layout to reduce the common path of travel. (IBC 1014.3, 1002, 1014.4.1 & ) 2. Identify means of egress illumination along the path of egress to include emergency illumination at the exits. (IBC Section 1006) 3. Provide occupant calculations for the new tenant space. Calculations shall be a combined calculation of `B" office and "A" conference rooms. (IBC Table 1004.1) 4. The key reference "C" for wall type references a detail 3/9.1. Provide that detail on sheet 9.1. 5. Show an access opening for the large conference room #318 and office #320. 6. Revise cover sheet code references NEC 2002 to show NEC 2005. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. (P:Joanna/Comments 1 D08 -293 PW) • • PUBLIC WORKS DEPARTMENT COMMENTS www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards DATE: June 2, 2008 PROJECT: Haakenson Group Tenant Improvement 130 Andover Park East REVIEW #: 1 PERMIT NO: D08 -293 PLAN REVIEWER: Contact Joanna Spencer at (206) 431 -2440 if you have any questions regarding the following comments. The Public Works Director will withhold issuance of this Tenant Improvement permit until the backflow is tested by a certified tester and passing test results submitted to Public Works. A separate letter was mailed to Park East Real Estate, LLC representing the property owner. 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 fire line and the domestic water supply to the building. The City has determined that the subject building has deficiencies on the landscape irrigation. a) Landscape Irrigation The existing landscape irrigation Double Check Valve Assembly (DCVA) is not current on the required annual testing. Please have the DCVA tested by a certified tester and submit passing test results to Public Works as soon as possible. June 2, 2008 Park East Real Estate, LLC 1501 North 200 Street Shoreline, WA 98133 RE: Haakenson Group Tenant Improvement 130 Andover Park East, Tukwila, WA Permit No. D08 -293 To Whom It May Concern: • City of Tukwila Department of Public Works James F Morrow, 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 landscape irrigation line. The annual test required by the Washington State Department of Health for the existing Double Check Valve Assembly (DCVA) is past due. The Public Works Director will withhold issuance of this Tenant Improvement permit until passing backflow test results are submitted. Please have the backflow tested by a certified tester ASAP. Please call Mike Cusick, Public Works Senior Water and Sewer Engineer, at (206) 431 -2441, if you have any questions. Sincerely, a Spencer Development Engineer JS:jjs cc: Kara Miotke (P:Joanna/Letter Park East 060208) Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 433 -0179 • Fax: 206 - 431 -3665 ACTIVITY NUMBER: D08 - 293 PROJECT NAME: HAAKENSON GROUP SITE ADDRESS: 130 ANDOVER PK E Original Plan Submittal Response to Correction Letter # DATE: 09 -12 -08 Response to Incomplete Letter # X Revision # 1 after Permit Issued DEPARTMENTS: �]r /(o Bui g Division Public Works n • PERMIT COORD COPY II PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28-02 Incomplete TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved V Approved with Conditions n ❑ Permit Coordinator n DATE: Planning Division DUE DATE: 09-16-08 DATE: Not Applicable n Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: No further Review Required DUE DATE: 10-14-08 Not Approved (attach comments) n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 - 293 DATE: 06 - - PROJECT NAME: HAAKENSON GROUP SITE ADDRESS: 130 ANDOVER PK E Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENTS: V ° B II;Iing'Divis u.lic Works Comments: HERMIT COORD COPY � PLAN REVIEW /ROUTING SLIP '0) DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete Fire Prevention n Planning Division Structural Permit Coordinator DUE DATE: 06-24-08 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUT G: Please Route Structural Review Required n No further Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved n 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 DATE: DATE: DUE DATE: 07-22-08 Not Approved (attach comments) n PLAN R�V /ROUT SLIP ACTIVITY NUMBER: D08 -293 PROJECT NAME: HAAKENSON GROUP SITE ADDRESS: 130 ANDOVER PK E X Original Plan Submittal Response to Correction Letter # Revision # DATE: 05 -22 -08 Response to Incomplete Letter # After Permit Issued DEPARTMENTS: B g !vision moo /imi ire Prevention Public W rks ►_::! Structural r W4 & ra -1.--00 ■ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES/THURS RO TING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2-28-02 Incomplete ❑ Approved with Conditions ❑ n Planni DATE: DATE: N lC. 71 ng Division Permit Coordinator DUE DATE: 05 -27 -08 Not Applicable No further Review Required DUE DATE: 06 -24 -08 i/ Permit Center Use Only . INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ LETTER OF COMPLETENESS MAILED: Ping ❑ PW ❑ Staff Initials: Not Approved (attach comments) 1 Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: bo L Bldg I� O Fire ❑ Ping ❑ PW [t(J Staff Initials: 6-2. REVISION NO. DATE RECEIVED STAFF INITIALS STAFF INITIALS ISSUED DATE STAFF IN T • S l 0 'i o 1 S wm • f Revision: op • 1, A 1 n�1, ip op fli t r cmin Ak apt r . 6 ,1 tt, 1 - u . 41. t I w ik .t4 — JV r I la a IIIMMEMIFINIIITS I Received b: ` S 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: SITE ADDRESS: 91i) A-f6 i REVISION LOG PERMIT NO: v � `lj ORIGINAL ISSUE DATE: D (1 ,D9 (please print) (please print) (please print) (please print) (please print) Entered in Permits Plus on • • City of Tukwila \applications \forms- applications on line\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 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. REVISION SUBMITTAL Date: 12 O Plan Check/Permit Number: b 0 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ,l Revision requested by a City Building Inspector or Plans Examiner / A I I f T c' k V '6G-se �+ Project Name: Gt. Gi (/1-i S U t') 6'v' 0 Vt. f - g w + oe i 0j Co v - i o(o Project Address: 1 D A v d o v e v 1 Gt t/ E A. S t F (. o o r 3 Contact Person: S Ins N ) Tr G Phone Number: 4 2- - 4 2 -34 - 7 Summary of Revision: Pe v I h 4 C' -e c "fi b vA * 2 (a ++ C k-e O( ) Ge is I l ' h e I ' S an I at?' o In 1-0 to e - e p I A C eat 2 P1 eG'c -e �,�., pl e1 G< 1 Is fik -EIl o ,,�, _� I? 1'6 e v ( t o o 6 +e1y , 4 - t oov Sf Ps v ev e d e e co/ I tree t- v 1��( d h y p e vt v awl P v'e, t 1--L p fib r ov■ 1-11-08- A t t ev i t t ' ►-t 9 w oe*. -I-0 L - e d o r` ,° k1 - s IAA e- a-frLA'c-,4 P wl-- „(A G.) 1 c-a...)( pQ) S-e e ( AK-1- v w o= l-► Dv. s k f t w ( I ay. s I 'Fvr (oc.ex- ice'DviS, Sheet Number(s): SIG ( S K t 41 R F 2 "Cloud” or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 6\N t f o- Steven M. Mullet, Mayor Steve Lancaster, Director RECEIVED CITY OF TUKWIL/la SEP 121008 Psoup' CCPITCR . • • 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 REVISI.ON SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, eta Date: Plan Check/Permit Number: ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Address: Contact Person: Summary of Revision: e -) 131Arld r H J 2s,-t- GBvvi Dv* + 1 { + - a vG ch -kov✓ v tev( eeA (I , See 0 Y1 Sly -1 Seli'a1-‘ SIL Z Gt. G _ r . ( ah - 3.) t700 a j a b - 1`0 S I w rVvv' 1 - 1 - V be, V P-p 1 IN 5-e r , 6 1 v� P eirx e -ry 'rl' t'- s -I-a v e. i o C G L a 1-t e of VJ Gl v. v( S e- ( p( , Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ❑ Entered in Permits Plus on \applications \forms - applications on line\revision submittal Created: 8 -13 -2004 Revised: 0 -F Steven M Mullet, Mayor Steve Lancaster, Director Phone Number: Date: 6 • I • 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 REVISION. SUBMITTAL i Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. ❑ 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: HAAKENSON GROUP Project Address: 130 Andover Park East Plan Check/Permit Number: D08 -293 m' Or To !KW JUN 19 2008 PERM1r CENTER Contact Person: Kara Miotke Phone Number: 424- 44', - -6 200 Summary of Revision: p Gv a t 6/ re- c? P 4s e 1 eft , Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on ad( (1 IN v \applications \forms- applications on Iine\revision submittal Created: 8 -13 -2004 Revised: Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 5 HARTFORED FIRE INS 52BSBC14979 01/10/2005 Until Cancelled 11/27/2002 $12,000.00 12/14/2004 4 FIRE INS CO HARTFORD SUN403819 01/10/2002 Until Cancelled 01/10/2005 MINNIEAR, GEORGE N $12,000.0001 /04/2002 3 HARTFORD FIRE INS CO SUN403819 01/10/199601/10 /2002 $6,000.00 Name Role Effective Date Expiration Date ABBOTT, JAMES W PRESIDENT 01/14/1991 MERISKO, BRIAN J VICE PRESIDENT 01/14/1991 SYLVESTER, JAMES R VICE PRESIDENT 11/27/2002 KOSNEY, SEAN N CHIEF EXECUTIVE OFFICER 01/10/2002 12/08/2004 LAYMAN, JOSEPH S TREASURER 01/14/1991 01/10/2002 MINNIEAR, GEORGE N VICE PRESIDENT 01/14/1991 01/10/2002 Untitled Page • • General /Specialty Contractor A business registered as a construction contractor with LEd to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. S G A CORPORATION Business and Licensing Information Name Phone Address Suite /Apt. City State Zip County Business Type Parent Company SGA CORPORATION 2065332191 1501 N 200TH ST SHORELINE WA 98133 KING CORPORATION UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Separation Date Previous License Next License Associated License Specialty 1 Specialty 2 601292201 ACTIVE SGACO * *084BS CONSTRUCTION CONTRACTOR 1/10/1992 1/10/2010 STEPHGA099BP GENERAL UNUSED Business Owner Information Bond Information https: // fortress. wa. gov /lni/bbip/Detail.aspx ?License = SGACO* * 084BS Page 1 of 3 07/18/2008 i Haa enson Andover Park East Floor 3 30' Site Plan Scale: = 40" -0 " 30' 0' 0 FOUND CONC. MONUMENT W/PUNCHE•D Y DISK DOWN 1.0' IN CASE 30' A=439113'33" R=50.00' L =78.11' 'U I$ ---°N .FOUND CONC. MONUMENT W/PUNCHED 1 1/2' BRASS DISK DOWN TO IN CASE 30. a� A= 18'28'53" R= 118.95' L.38.37' Concrete o 60 BUILD /NG SETBACK PER . 3 STORY CONCRETE BUILDING BUILDING AREA: 11,778 S0. FT. ASPHALT PARKING LOT Canyete C ASYHAII,T ROADBED 7 C;, ■ a a. r e - I _ 2, 4,,,, a � TiO //j , _ ,� ` .� 4 N 8875'27 W 335.971U 335.77P Baker Blvd. rou a C aT' d- 9O'23'O8" R=50,00' L= 78.88' crl aq FOUND CONC MONUMENT W/1 I/4 STAMPED W/'.1.' DOWN QM' IN CASE 20' 20' LEGEND e9 FOUND MONUMENT IN CASE AS NOTED HEREON. X SET LEAD & TACK W/TAG STAMPED "PLS 37453" O SET PA' NAIL W/WASHER STAMPED "TAILS LS 37453 C CALCULATED DisrANCE ki MEASURED D!SrANCE p PLAr DIsrANCE - BOUNDARY LIMIT LINE OF THIS SURVEY - CHAIN LINK FENCE — uw- -- UNDERGROUND POHER — W — WATER LINE — G— — .. -.Sp� AS A a a I pv GAS LINE STORM DRAIN LINE PARKING LOT LIGHT GROUND LIGHT WATER METER WATER MANHOLE WATER VALVE RIPE HYDRANT FIRE DEPARTMENT CONNECTION IRRIGATION VALVE GAS METER GAS VALVE CATCH BASIN JUNCTION BOX TRANSFORMER CABINET POWER/£LECTRICAL VAULT TRAFFIC SIGNAL POLE SIGN EASEMENT NOTES 0 DENOTES A 70.0D FOOT WIDE EASEMENT FOR UTILITY PURPOSES PER PLAT OF ANDOVER INDUSTRIAL PARK NO. 2. 0 DENOTES AN EASEMENT FOR WATER LINE PURPOS TO THE CITY OF TUKWTLA PER DOCUMENT RCCORDED JULY 73, 1964 UNDER RECORDING NO. 5760629, RECORDS Cr MG COUNTY, WASHINGTON. DENOTES A 15.00 FOOT MOE EASEMENT FOR 711E PURPOSE'S OF SIDEWALK, TRAFFIC SIGNAL EOUiPM£NT, STRUCTURES CABLES AND CONDUITS AND FOR USE BY 7HE PUBLIC OF PUBLIC SIDEWALKDS 70 THE CITY OF TUKMLA. PER DOCUMENT RECORDED UNDER RECORDING NO. 95173300543, RECORDS OF KING COUNTY, WASHINGTON. PI CD JUL Gb 2009 Permit Piar review approval is subject to erro's and omissims. Approval of construction documents does not authorize the violation of any add:- . code or ordinance. Raceipt 0' approved Fi . ld Copy - ' condo = 80rolted e'do City of Tukila BUILDING DIVISION REVISIONS No chart es shall be made to th4 scope of work without prior approval of Tukwila Building Division. • DOTE: Revisions will require a new plan silhrnit!al ' and may include additional plan rev■r+v., fees. 1 Drawing Index: I -0.0 I -0.1 I -CS -3 1--3.3 1 -4.3 I-9.1 CONSTRUCTION TYPE: TYPE - VB, NON - SPRINKLERED ZONE: C- COMMERCIAL OCCUPANCY: B BUSINESS BUILDING AREA: FIRST FLOOR = SECOND FLOOR THI: i FLO COVER SHEET GENERAL NOTES & SYMBOLS EXIT PLAN & CODE SUMMARY DEMOLTION & FLOOR PLANS REFLECTED CEILING PLAN CONSTRUCTION DETAILS Code Information: PROJECT ADDRESS: ANDOVER PARK EAST - SUITE 301 130 ANDOVER PARK EAST TUKWILA, WA 98188 TENANT SQUARE FOOTAGE: (area of 4267 SF ELECTRICAL, MECHANICAL, PLUMBING & FIRE PERMITS TO BE DEFERRED SUBMITTAL. PROJECT DESCRIPTION: DEMOLITION OF EXISTING INTERIOR WALLS & RESTROOMS. CONSTRUCTION OF NEW INTERIOR WALLS AND RATED CORRIDOR ENTRY. CONSTRUCTION OF NEW RESTROOMS TO BE SUBMITTED UNDER SEPARATE PERMIT. TOTAL AREA = 32,521 SF 10,691 SF 10,915 SF 1e i. 5 SF OCCUPANCY CALCULATIONS: CONFERENCE ROOMS - 514.6 SF /15 (A) = 34 OCCUPANT OFFICE SPACE = 3752.4 SF /100 (B) = 38 OCCUPANTS OTAL OCCUPANTS = 72 Lega ' escrip io TAX PARCEL 11: 0223100040 ANDOVER INDUSTRIAL PARK 112 PORTION TAXABLE Vicinity Ma Tenant: Project Team: Property Manager: PARK EAST REAL ESTATE, LLC 1501 NORTH 200TIH STREET SHORELINE, WA 68133 CONTACT: JAMES WI. ABBOTT HAAKENSON GROUP' 1027 ANDOVER PARK EAST TUKWILA, WA 981883 RECEIVED CITY OF TUKWILA A JUAN 19 2008 PERMIT CENTER n: work) APPLICABLE EDITIONS OF BUILDING CODES: 2006 INTERNATIONAL BLDG CODE (IBC), WAC 51 -50 2006 INTERNATIONAL FIRE CODE (IFC), INCL. APPENDIX B &C 2006 WASHINGTON STATE ENERGY CODE (WSEC), WAC 51 -11 2006 INTERNATIONAL MECHANICAL CODE (IMC), WAC 51-52 ATIONAL ELECTRICAL CODE (NEC) 2006 WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE (WSVIAQ), WAC 51 -13 2006 UNIFORM PLUMBING CODE (UPC), WAC 51 -56 & 51 -57 INCL. APPENDIX CHAPTERS H & L - EXCL SECTIONS L5 -L7 & "LAWN SPRINKLER HEAD" FROM TABLE 6 -4 OF APPENDIX L 2003 AMERICAN NATIONAL STANDARD, ICC /ANSI A117.1 -2003 CITY OF TUKWILA ZONING CODE 4TH ED. WASHINGTON STATE REG. FOR BARRIER FREE DESIGN PROJECT LOCATION iLARATE PERMIT RE UIRED FOR: d Mechanical � Iectrical lumbing Gas Piping - -- Architect: 1 BUILDING DIVISI ON REVIEWED CODE COMPLIANCE APPROVED JUL 01 2008 City o k a BUILDING DIVISION JPC ARCHITECTS, PLLC 601 108TH AVE NE SUITE 2250 BELLEVUE, WA 98004 (425) 641 -9200 AMY NICHOLS - EXT. 344 amyn @jpcarchitects.cor n KARA MIOTKE - EXT. 330 karam@jpcarchitects.com GC -TBD CORRECTION LTR# I General Contractor: JPC ARCHITECTS 601 108th Ave NE • - Suite 2250 Bellevue, WA 98004 1201 Western Ave - Suite 450 Seattle, WA 98101 tel [4251 641 -9200, fax [425] 637 -8200 Haakenson Group 130 Andover Park East Floor 3 Design Drawn Checked Date JPC Project No. No. Date JPC KM /SG AN 03/03/08 08- 100 -0094 Description 05/15/08 PERMIT ISSUE 2_ 06/18/08 PERMIT RESUBMITTAL RC PETE WASH WW1 .. .a M.7. -- i Cover Sheet & Site Plan I-0.0 © 2008, JPC Architects, PLLC c ■ o a x C, 0 a a m p Q m a a LU cow � a J F 0 Abbreviations: A/C ACT AFF ALT. APPROX. BD BLDG BLK BLKG BOT B/S BU CAB CLG CLR COL CONC CONS COW CORR CPT CT CTR DEMO DTL OF DIA DIM DN DR DWG DRW E EA EL ELEC ELEV EQ EQUIP EST EXIST EXP FEC FF FH FIN FLR FLUOR FOIC FOS FOC FOF FT FUR GA GC GL GWB HC HCPD HDR HDWR HM HORIZ HR HT HVAC INSUL INSULATION JAN JT KIT LAM LAV LH MAX MECH MTL MEZ MFR MIN MISC MID MUL N NIC NTS OA OC OD OH OPNG P -LAM PNL PR PTN RAD RB RT REF REFR REINF REQ REV RH RM RO S SC SEAL SECT SHT SIM SPEC SQ 5S STL STOR STRUC SUSP TEL TEMP TFCI THK THRESH TV TYP UNFlN UNFINISHED UNO UNLESS NOTED OTHERWISE VCT VEN VERT VEST! VFY VWC W W/ WD W/O WT AIR CONDITIONING ACOUSTICAL CEILING TILE ABOVE FINISH FLOOR ALTERNATE APPROXIMATE BOARD BUILDING BLOCK BLOCKING BOTTOM BUILDING STANDARD BUILT UP CABINET CEILING CLEAR(ANCE) COLUMN CONCRETE CONSTRUCTION CONTINUOUS CORRIDOR CARPET CERAMIC TILE CENTER DEMOLITION DETAIL DRINKING FOUNTAIN DIAMETER DIMENSION DOWN DOOR DRAWING DRAWER EAST EACH ELEVATION ELECTRICAL ELEVATOR EQUAL EQUIPMENT ESTIMATE EXISTING EXPANSION FIRE EXTINGUISHER CABINET FACTORY FINISH FULL HEIGHT FINISH(ED) FLOOR FLUORESCENT FURNISH BY OWNER, INSTALL BY CONTRACTOR FACE OF STUD(S) FACE OF CONCRETE FACE OF FINISH FOOT /FEET FURRED /FURRING GAUGE GENERAL CONTRACTOR GLASS /GLAZING GYPSUM WALL BOARD HOLLOW CORE HANDICAPPED HEADER HARDWARE HOLLOW METAL HORIZONTAL HOUR HEIGHT HEATING VENTILATING AIR CONDITIONING JANITOR JOINT KITCHEN LAMINATE(D) LAVATORY LEFT HAND MAXIMUM MECHANICAL METAL MEZZANINE MANUFACTURE(R) MINIMUM MISCELLANEOUS MOUNTED MULLION NORTH NOT IN CONTRACT NOT TO SCALE OVERALL ON CENTER OUTSIDE DIAMETER OPPOSITE HAND OPENING PLASTIC LAMINATE PANEL PAIR PARTITION RADIUS RESIDENT BASE RESIUENT TILE REFERENCE REFRIGERATOR REINFORCING REQUIRED REVISION RIGHT HAND ROOM ROUGH OPENING SOUTH SOLID CORE SEALANT SECTION SHEET SIMILAR SPECIFICATION SQUARE STAINLESS STEEL STEEL STORAGE STRUCTURAL SUSPENDED TELEPHONE TEMPERED TENANT FURNISHED & TENANT INSTALLED THICK(NESS) THRESHOLD TELEVISION TYPICAL VINYL COMPOSITION TILE VENEER VERTICAL VESTIBULE VERIFY VINYL WALL COVERING WEST /WIDE WITH WOOD WITHOUT WEIGHT General Notes: 1. REFER TO BASIC BUILDING SPECIFICATIONS, REQUIREMENTS AND STANDARDS FOR EXISTING SHELL AND CORE CONSTRUCTION. ALL WORK IS TO BE COMPATIBLE WITH EXISTING CONSTRUCTION. 2. ALL WORK SHALL CONFORM TO APPLICABLE CURRENT FEDERAL, STATE AND LOCAL CODES. THE CONTRACTOR IS TO PROVIDE FOR ALL REQUIRED NOTIFICATION OF AND COORDINATION WITH CITY AND STATE AGENCIES, AND PROVIDE REQUIRED PERMITS. ALL TESTS AND INSPECTIONS ASSOCIATED WITH OBTAINING APPROVALS TO PROCEED WITH AND COMPLETE THE WORK SHALL BE PAID FOR BY THE CONTRACTOR. 3. THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE ALL LABOR AND MATERIALS, EQUIPMENT AND TRANSPORTATION NECESSARY OR REASONABLY INFERABLE AS BEING NECESSARY FOR THE EXECUTION OF THE WORK. BY SUBMITTING A PROPOSAL, THE CONTRACTOR REPRESENTS THAT THOROUGH EXAMINATION OF THE SITE AND ALL EXISTING CONDITIONS AND LIMITATIONS HAVE BEEN MADE AND THAT THE CONTRACT DOCUMENTS HAVE BEEN EXAMINED IN COMPLETE DETAIL, AND THAT IT IS DETERMINED BEYOND DOUBT THAT THE DRAWINGS, SPECIFICATIONS AND EXISTING CONDITIONS ARE SUFFICIENT, ADEQUATE AND SATISFACTORY FOR CONSTRUCTION OF THE WORK. WHERE MINOR ADJUSTMENTS TO THE WORK ARE NECESSARY FOR THE PURPOSES OF FABRICATION AND INSTALLATION OF ITEMS, OR RESOLUTIONS OF CONFLICTS BETWEEN ITEMS, WITHIN THE INTENT OF THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL MAKE SUCH ADJUSTMENTS AT NO ADDED EXPENSE TO THE OWNER. WHERE SUCH MINOR ADJUSTMENTS AFFECT FUNCTIONAL OR AESTHETIC DESIGN OF THE WORK, THEY SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW AND APPROVAL. 4. THE CONTRACTOR SHALL COORDINATE ALL OPERATIONS WITH THE OWNER, INCLUDING AREA FOR WORK, MATERIALS STORAGE, AND ACCESS TO AND FROM THE WORK, SPECIAL CONDITIONS OR NOISY WORK, TIMING OF WORK AND INTERRUPTION OF MECHANICAL AND ELECTRICAL SERVICES. NOISY OR DISRUPTIVE WORK SHALL BE SCHEDULED AT LEAST ONE (1) WEEK IN ADVANCE OF THE TIME WORK IS TO COMMENCE. 5. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE HIGHEST STANDARD OF WORKMANSHIP IN GENERAL AND WITH SUCH STANDARDS AS ARE SPECIFIED. 6. CONTRACTOR SHALL ADHERE TO ALL BUILDING STANDARDS. ANY CHANGES TO SAME SHALL BE SUBMITTED TO ARCHITECT IN WRITING FOR APPROVAL. 7. CONTRACTOR SHALL SUBMIT SAMPLES OF ALL FINISHES OF SUCH SIZE AND NUMBER THAT THEY REPRESENT A REASONABLE DISTRIBUTION OF COLOR RANGES AND PATTERN PRIOR TO INSTALLATION FOR ARCHITECT'S APPROVAL. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS AND PRODUCT DATA FOR ARCHITECT'S APPROVAL ON ALL SPECIAL ITEMS REQUIRING CUSTOM FABRICATION. (SHALL INCLUDE RATED FIRE DOORS AND HARDWARE). 8. CONTRACTOR IS TO VERIFY ALL DIMENSIONS AND CONDITIONS ON SITE AND NOTIFY ARCHITECT OF ANY DISCREPANCIES. CONTRACTOR IS NOT TO SCALE OFF DRAWINGS. 9. CONTRACTOR SHALL PROVIDE 18 -GAUGE SHEET METAL BACKING IN PARTITIONS FOR ALL WALL - MOUNTED FIXTURES AND DEVICES UNLESS INDICATED OTHERWISE ON THE DRAWINGS. 10. ALL FLOORS SHOULD BE LEVEL AND NOT VARY MORE THAN 1/4" IN 10' -0 ". THE CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY CONDITIONS THAT DO NOT MEET THIS STANDARD. 11. ALL MATERIALS INDICATED TO MATCH EXISTING SHALL DO SO WITH RESPECT TO SIZE, SHAPE, COLOR, TEXTURE, PATTERN, QUALITY AND METHOD OF INSTALLATION INSOFAR AS PRACTICABLE AND SHALL BE APPROVED BY THE ARCHITECT BEFORE USE. 12. ALL FIREPROOFING DISTURBED DURING CONSTRUCTION SHALL BE REPLACED TO MATCH ORIGINAL FIRE PROTECTION LEVELS. (OBTAIN REQUIRED APPROVALS). 13. THE FLOORS MAY BE OCCUPIED DURING CONSTRUCTION. THE CONTRACTOR SHALL PROTECT ALL PERSONNEL, PASSERSBY OR VISITORS TO THE uI T E FROM HARM AND INJURY. BARRIERS SHALL BE INSTALLED AS REQUIRED TO PROTECT EQUIPMENT INSTALLED DURING CONSTRUCTION. CAREFULLY MAINTAIN AND PROTECT MONUMENTS, BENCH MARKS AND THEIR REFERENCE POINT FROM BEING DESTROYED OR DISTURBED; REPLACE AS REQUIRED. 14. EXISTING WORK DAMAGED AS A RESULT OF WORK DONE UNDER THIS CONTRACT SHALL BE REPAIRED TO ORIGINAL CONDITION AND FINISHED TO MATCH ADJACENT FINISHES, SUBJECT TO ARCHITECT'S APPROVAL, AND AT NO ADDITIONAL COST TO OWNER. ALL REPLACEMENT MATERIALS REQUIRED TO MATCH EXISTING MATERIALS SHALL DO SO WITH RESPECT TO TYPE, PATTERN, TEXTURE, SIZE, SHAPE, COLOR AND METHOD OF INSTALLATION INSOFAR AS PRACTICABLE, AND SHALL BE APPROVED BY THE ARCHITECT AND OWNER PRIOR TO INSTALLATION. 15. ALL EXISTING MECHANICAL AND ELECTRICAL EQUIPMENT AND SERVICES DISRUPTED OR REMOVED DURING CONSTRUCTION SHALL BE RESTORED AND REPLACED UNLESS NOTED OTHERWISE. FIRE /LIFE SAFETY SYSTEMS TO BE MAINTAINED DURING CONSTRUCTION. 16. INSTALLATION OF MECHANICAL, ELECTRICAL AND STRUCTURAL SYSTEMS WILL REQUIRE OPENING OF SOME EXISTING WALLS, CEILINGS OR FLOOR CAVITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF THESE OPENINGS TO MATCH EXISTING, EXCEPT WHERE NOTED OTHERWISE. FILL ALL HOLES AND VOIDS IN FLOORS, WALLS AND CEILINGS WHICH RESULT FROM INSTALLATION OF WORK, AND REMOVAL OF EXISTING MATERIALS AND EQUIPMENT REQUIRED BY THIS CONTRACT. PATCHED AREAS SHALL MATCH THE MATERIALS, FINISHES, AND LEVELS ADJACENT, OR SHALL BE PIUT IN THE PROPER CONDITION TO RECEIVE THE FINISH INDICATED. 17. OPENINGS REQUIRED FOR NEW WORK THAT PENETRATES EXISTING STRUCTURE SHALL BE COORDINATED WITH OWNER PRIOR TO COMMENCING THE WORK. ANY OPENING OVER 2" IN DIAMETER SHALL BE REVIEWED AND APPROVED BY OWNER. THROUGH (CONCRETE SLABS OR WALLS, OR MASONRY WALLS, ALL ROUND HOLES SHALL BE CORE DRILLED WITH A DIAMOND DRILL AND ALL RECTANGULAR OPENINGS SHALL BE CUT (WITH A DIAMOND SAW. IN NO CASE SHALL ANY STRUCTURAL MEMBER BE CUT. (USE CARBIDE- TIPPED DRILLS FOR GYPSUM WALLBOARD PARTITIONS. KEEP OVERCUTTING TO A MINIMUM. MAINTAIN CONTINUITY AND INTEGRITY OF FIRE SEPARATION AT ALL TIMES. GROUT AROUND CONDUITS PASSING THROUGH CONCRETE WALLS AND FLOORS AND MASONRY WALLS. MAKE PATCHES WITH NEAT, TRIMMED EDGES; MATCH ADJACENT EXISTING WORK. 18. CONTRACTOR SHALL PROVIDE FLOOR LEVELING AS MAY BE REQUIRED AT SLIDING DOORS, RECITES WITHOUT BASE, CABINET WORK, AND OTHER LOCATIONS REQUIRING LEVEL SUBSTRATE. FEATHER CHANGES IN ELEVATION OVER SUFFICIENT AREA TO LIMIT TRANSITION SLOPE TO 1/8" PER FOOT. 19. MATERIALS, ARTICLES, DEVICES AND PRODUCTS ARE SPECIFIED IN THE DOCUMENTS BY LISTING ACCEPTABLE MANUFACTURERS OR PRODUCTS, BY REQUIRING COMPILIANCE WITH REFERENCED STANDARDS, OR BY PERFORMANCE SPECIFICATIONS. FOR ITIEMS SPECIFIED BY NAME, SELECT ANY PRODUCT NAMED. FOR THOSE SPECIFIED BY REFERENCE STANDARDS OR BY PERFORMANCE SPECIFICATIONS SELECT ANY PRODUCT MEETING OR EXCEEDING SPECIFIED CRITERIA. FOR APPROVAL OF AN ITEM NOT SPECIFIED, SUBMIT REQUIRED SUBMITTALS, PROVIDING COMPLETE BACK -UP INFORMATION FOR PURPOSES OF EVALUATION. WHERE BUILDING STANDARD ITEMS ARE CALLED FOR, NO SUBSTITUTE WILL BE ACCEPTED. 20. CONTRACTOR SHALL PROVIDE FOR ALL WORK REQUIRED TO MAINTAIN COMPLIANCE WITH LOCAL FIRE CODE. PROVIDE FOR ALL REQUIRED SHOP DRAWINGS AND APPROVALS. CONTRACTOR IS RESPONSIBLE FOR PROVIDING FIRE ALARM SYSTEM AUDIIBILITY. 21. MECHANICAL AND ELECTRICAL FIXTURES, OUTLETS, ETC., WHEN SHOWN ON THE ARCHITECTURAL DRAWINGS, ARE FOR LOCATION INFORMATION ONLY. MECHANICAL AND ELECTRICAL TO BE DESIGNED BY OTHERS. ALL CIRCUITING COORDINATION TO BE BY OTHERS. 22. CONTRACTOR IS TO PROVIDE DRAWINGS FOR ARCHITECT'S APPROVAL SHOWIING LOCATIONS OF ALL HVAC THERMOSTATS, GRILLES AND DIFFUSERS, FIRE AND SMOKE DETECTION DEVICES INCLUDING SPRINKLERS, SMOKE DETECTORS, FIRE EXTINGUISHERS AND HOSE CABINETS. 23. ANY CHANGE IN LIGHT FIXTURE PLACEMENT DUE TO INTERFERENCE OF MECHANICAL OR STRUCTURAL COMPONENTS MUST BE APPROVED BY THE ARCHITECT. 24. ALL PERMITS INCLUDING FIRE, MECHANICAL, AND ELECTRICAL TO BE FILED 'SEPARATELY. 25. ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED, SPACKLED AND SANDED SMOOTH WITH NO VISIBLE JOINTS. PATCH AND REPAIR SURFACES TO MATCH ADJACENT OR ADJOINING SURFACES WHERE REQUIRED. ALL SURFACES SHALL BE ALIGNED. 26. MODIFY EXISTING SUBSTRATE AS REQUIRED TO RECEIVE NEW FLOORING MATERIALS, THUS PREVENTING NOTICEABLE LUMPS OR DEPRESSIONS. 27. ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE AND TRUE. 28. REFER TO MILLWORK SHOP DRAWINGS FOR SPECIFIC DETAILS OF COORDINATION BETWEEN DRYWALL /MILLWORK CONDITIONS. 29. ALL GLASS SHALL BE CLEAR TEMPERED GLASS, UNLESS OTHERWISE NOTED. GLAZING TONG MARKS SHALL NOT BE VISIBLE. CLEAN AND POLISH ALL GLASS PRIOR TO PROJECT DELIVERY. 30. ALL MILLWORK TO BE FASTENED TO THE PARTITION. PROVIDE NON - COMBUSTIBLE BLOCKING FOR ALL MILLWORK NOT SUPPORTED BY FLOOR OR ABOVE 4' -O" FIT. ALL CONCEALED LUMBER & BLOCKING TO BE FIRE TREATED. 31. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR: HVAC, CARPET SEAMING, LIGHTING, CASEWORK. 32. MOISTURE TEST - REQUIRED FOR ALL ON GRADE SLAB CONDITIONS DURING THE CONSTRUCTION ESTIMATING /BUDGETING PROCESS THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING FROM THE BUILDING OWNER DOCUMENTATION AS TO THE VAPOR EMISSIONS RATE (MOISTURE TEST) FOR ALL ON GRADE SLAB CONDITIONS ". THIS INFORMATION SHOULD THEN BE IMMEDIATELY SHARED BETWEEN THE ARCHITECT, THE ARCHITECTS' SELECTED FLOORING REPRESENTATIVE(S), AND FLOORING SUB - CONTRACTOR FOR REVIEW AND APPROVAL OF APPLICABLE MATERIALS AND ANCILLARY INSTALLATION /FINISH PRODUCTS. IF NO MOISTURE TEST CAN BE FURNISHED OR IF FINDING ARE IN QUESTION THE GENERAL CONTRACTOR SHALL PERFORM THE FOLLOWING TESTS: A. PROVIDE (3) CALCIUM CHLORIDE MOISTURE TESTS FOR THE FIRST THOUSAND SQUARE FEET AND (1) TEST FOR EVERY ONE THOUSAND SQUARE FEET THEREAFTER AT ALL FLOORS WITHIN SCOPE OF WORK. THE CALCIUM CHLORIDE TEST SHALL BE CONDUCTED IN ACCORDANCE WITH THE LATEST EDITION OF ASTM F 1869 "STANDARD TEST METHOD" FOR MEASURING VAPOR EMISSIONS RATE OF CONCRETE SUN -FLOOR USING ANHYDROUS CALCIUM CHLORIDE. PROVIDE A WRITTEN REPORT OF FINDINGS TO THE ARCHITECT AS NOTED ABOVE. B. PROVIDE A PH PENCIL TEST AT ALL FLOORS WITHIN SCOPE OF WORK. PROVIDE A WRITTEN REPORT OF FINDINGS TO THE ARCHITECT AS NOTED ABOVE. IF REQUIRED BY THE CALCIUM CHLORIDE TEST, A WATERPROOF MEMBRANE SHALL BE APPLIED TO ALL FLOORS WITHIN THE SCOPE OF WORK. THE WATERPROOF MEMBRANE(S) SHALL BE APPROPRIATED FOR EACH FINISH FLOORING APPLICATION AS SPECIFIED BY THE SPECIFIC FLOORING MANUFACTURER VIA THE ARCHITECT. A LICENSED INSTALLER SHALL BE UTILIZED FOR INSTALLATION /APPLICATION OF EACH SPECIFIC MEMBRANE (AS APPLICABLE TO THE FINISH FLOORING PRODUCT) AND A WRITTEN WARRANTY SHALL BE PROVIDED DOCUMENTING STRICT CONFORMANCE TO THE SPECIFIED MANUFACTURES INSTALLATION REQUIREMENTS TO ENSURE AND UPHOLD ALL PERFORMANCE AND LIFE CYCLE GUARANTEES. 33. CONCRETE SLAB ON GRADE REPAIR --- MINOR SCOPE (100 SQUARE FEET OR LESS) WHERE CONCRETE SLAB ON GRADE INFILL AND TRENCHING MUST OCCUR; CONDUCT THE APPROPRIATE UNDER SLAB INVESTIGATION (VIA SONO -GRAPH AND /OR X -RAY) TO LOCATE EXISTING UTILITIES OR OTHER OBSTRUCTIONS THAT SHOULD NOT BE DAMAGED. SAW CUT SLAB AT SUBJECT AREA(S) AND PULL BACK THE EXISTING VAPOR BARRIER (IF PRESENT) AND PROTECT FOR FUTURE RE- INSTALLATION. EXECUTE THE NECESSARY UNDER SLAB WORK (INCLUDING EXCAVATION), BACKFILL AND RE- COMPACT THE SUBJECT AREA WITH THE PREVIOUSLY HELD MATERIALS (IF THE EXCAVATED MATERIALS ARE NOT SUITABLE FOR RE- INSTALLATION, DISCARD AND PROVIDE NEW FREE DRAINING GRANULAR MATERIAL). RE- COMPACT FILL SOIL TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY (MOD) OBTAINED IN GENERAL ACCORDANCE WITH THE ASTM D 1557 TEST PROCEDURE. RE- INSTALL THE EXISTING VAPOR BARRIER AND BIND SEAMS WITH MINIMUM 3" WIDE PRESSURE SENSITIVE TAPE TO ENSURE AN AIR /MOISTURE RESISTANT BOND. ATTACH NEW INFILL TO EXISTING CONCRETE SLAB WITH 18 INCH LONG #4 REBAR AT 24 INCHES ON CENTER EMBEDDED 8 INCHES INTO THE EXISTING CONCRETE SLAB WITH HILTI HY ---150 ADHESIVE (OR SIMPSON SET ADHESIVE). REINFORCEMENT SHALL BE INSTALLED PER ADHESIVE MANUFACTURER'S RECOMMENDATIONS. PROVIDE W2 X W2 X 6 X 6 WELDED WIRE FABRIC WITHIN SUBJECT AREA(S), INFILL SLAB TO MATCH THICKNESS OF ADJACENT SURFACE(S) (BUT NOT BE LESS THAN FOUR INCHES THICK) AND #4 DOWELS SHALL BE CENTERED IN SLAB. THE CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI WITH A MAXIMUM WATER CEMENT RATION OF 0.58 AND IS TO BE PLACED LEVEL WITH ADJACENT SURFACES. LET CURE AND PROVIDE MOISTURE TESTING AS SPECIFIED ABOVE. IF SCOPE OF WORK INCLUDES STRUCTURAL ELEVATED SLABS CONSULT A STRUCTURAL ENGINEER. REFER TO STRUCTURAL PLANS, IF APPLICABLE, FOR ADDITIONAL SPECIFICATIONS AND REQUIREMENTS. 34. CLEAN, REPAIR ANY EXISTING PERIMETER BLINDS AS REQUIRED TO BE IN A FULLY FUNCTIONING & OPERATIONAL MANNER. 35. COORDINATE WITH SUB - CONTRACTORS THE LOCATIONS OF ELECTRICAL AND VOICE /DATA OUTLETS, PLUMBING AND OTHER DEVICES WITH LAYOUT AND DESIGN OF CUSTOM CASEWORK. 36. CUSTOM CASEWORK SHALL CONFORM TO A.W.I. STANDARDS FOR CUSTOM GRADE FABRICATION. Symbol Legend: I 2306 ( 2306 ) /; \ REVISION REFERENCE ROOM NUMBER REFERENCE DOOR NUMBER REFERENCE. INTERIOR ELEVATION SYMBOL DETAIL REFERENCE BUBBLE PIN JOB NORTH (REFER TO SHEET /KEY NOTES) REFERENCE KEY Demolition Notes: Electrical Notes: 1. OBTAIN DEMOLITION PERMITS AND INCLUDE ALL COSTS OF SAME IN CONTRACT PRICE. 2. FURNISH ALL LABOR AND MATERIALS /EQUIPMENT TO COMPLETE DEMOLITION AND REMOVAL OF ALL ITEMS AS INDICATED. 3. CONTRACTOR SHALL KEEP CONSTRUCTION AREA FREE OF DUST AND DEBRIS FOR THE DURATION OF CONSTRUCTION. 4. IF ANY QUESTIONS ARISE AS TO THE REMOVAL OF ANY MATERIAL, CLARIFY THE POINT IN QUESTION WITH THE ARCHITECT BEFORE PROCEEDING. 5. AT COMPLETION OF DEMOLITION WORK, THE CONSTRUCTION AREA(S) SHALL BE LEFT IN "BROOM CLEAN" CONDITION. ALL DEBRIS AND MISCELLANEOUS MATERIAL SHALL BE REMOVED. 6. ALL DEBRIS REMOVAL SHALL BE PERFORMED IN ACCORDANCE WITH BUILDING MANAGEMENT REQUIREMENTS AND PROCEDURES. 7. AS DIRECTED BY BUILDING MANAGEMENT, ALL DOORS, FRAMES, HARDWARE, MECHANICAL ITEMS, PLUMBING FIXTURES, LIGHT FIXTURES (INCLUDING DOWNLIGHTS AND FLUORESCENTS), AND SPECIAL EQUIPMENT SHOWN TO BE REMOVED, SHALL BE CLEAN AND FREE OF DEFECTS, PROTECTED, SAVED AND REUSED AS DIRECTED HEREIN, OR RETURNED TO BUILDING STOCK. 8. IN PARTITIONS TO BE REMOVED, REMOVE AND CAP ALL OUTLETS, SWITCHES, WIRES, THERMOSTATS, ETC., TO THEIR SOURCE. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING AND /OR REPAIRING ANY DAMAGE CAUSED BY HIM OR HIS SUBCONTRACTORS TO EXISTING CONSTRUCTION IN ELEVATOR LOBBY, PUBLIC CORRIDORS, RESTROOMS OR TENANT SPACES. REFINISH TO MATCH EXISTING ADJACENT FINISH, OR AS NOTED HEREIN. 10. NO EXISTING SMOKE DETECTOR, PUBLIC ADDRESS SPEAKER, FIRE ALARM BOX OR SIMILAR DEVICE, INCLUDING THE ASSOCIATED WIRING SHALL BE DAMAGED DURING DEMOLITION AND SUBSEQUENT CONSTRUCTION. RELOCATION OF SMOKE DETECTORS, PUBLIC ADDRESS SPEAKERS AND FIRE ALARM EQUIPMENT, NECESSITATED BY NEW CONSTRUCTION, SHALL BE ACCOMPLISHED AS A FIRST PRIORITY, AND PER THE PLANS. NO ACTIVE SMOKE DETECTOR SHALL BE COVERED OR OTHERWISE REMOVED OR USED FOR OTHER THAN IT'S INTENDED PURPOSE. 11. REMOVAL OF ANY EQUIPMENT, CABLING SWITCHES, AND CONDUIT PERTAINING TO DATA /COMMUNICATIONS AND TELEPHONE SHALL BE VERIFIED WITH TELEPHONE COMPANIES AND TENANT. 12. REMOVE ALL EXISTING MATERIALS WHICH WOULD CAUSE RISES OR DEPRESSIONS IN NEW FLOORING SURFACE, SUCH AS FASTENERS, OUTLET CORES, COVER PLATES, RESILIENT FLOOR COVERINGS, CARPET, CARPET PAD, FLASH PATCH, CONCRETE FILL, PLYWOOD, ETC. 13. DEMOLITION IS NOT NECESSARILY LIMITED TO WHAT IS SHOWN ON DRAWINGS. THE INTENT IS TO INDICATE THE GENERAL SCOPE OF DEMOLITION REQUIRED TO COMPLETE THE WORK IN ACCORDANCE WITH THE CONTRACT DRAWINGS. 14. RATED WALLS SHALL NOT BE PENETRATED UNLESS THE RATING IS MAINTAINED. Dimension Notes: 1. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS GOVERN. ALL PARTITION LOCATIONS SHALL BE AS SHOWN ON PARTITION PLAN. IN CASE OF CONFLICT NOTIFY ARCHITECT. PARTITION PLAN BY ARCHITECT TAKES PRECEDENCE OVER ALL OTHER PLANS. 2. ALL PARTITIONS ARE DIMENSIONED FROM FINISH FACE OF GYPSUM BOARD TO FINISH FACE OF GYPSUM BOARD UNLESS OTHERWISE NOTED. ALL DIMENSIONS MARKED "CLEAR" OR "CLR" SHALL BE MAINTAINED AND SHALL ALLOW FOR THICKNESSES OF ALL WALL FINISHES, U.N.O. 3. DIMENSIONS NOTED "CLEAR" OR "CLR" MUST BE ACCURATELY MAINTAINED, AND SHALL NOT VARY MORE THAN ± 1/8" WITHOUT WRITTEN INSTRUCTION FROM ARCHITECT. 4. DIMENSIONS MARKED ± MEAN A TOLERANCE NOT GREATER NOR SMALLER THAN 2 INCHES FROM INDICATED DIMENSION, U.N.O. VERIFY FIELD DIMENSIONS EXCEEDING TOLERANCE WITH THE ARCHITECT. SECURE ARCHITECT'S APPROVAL. 5. NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES OR CONFLICTS IN THE LOCATION(S) OF NEW CONSTRUCTION. UPON COMPLETION OF PARTITION LAYOUT, NOTIFY ARCHITECT. VERIFICATION OF THE LAYOUT TO BE PROVIDED BY THE ARCHITECT PRIOR TO PARTITION INSTALLATION. 6. REFER TO REFLECTED CEILING PLANS FOR SOFFITS, CEILING HEIGHTS AND PLENUM BARRIER LOCATIONS. 7. DIMENSIONS LOCATING DOORS ARE TO THE INSIDE EDGE OF JAMB. U.N.O. 8. "ALIGN" MEANS TO ACCURATELY LOCATE FINISHED FACES IN THE SAME PLANE. 9. ALL DOORS SHALL HAVE 1' -6" CLR. ON STRIKE /PULL SIDE OF DOOR. VERIFY AND ADVISE ARCHITECT OF EXCEPTIONS PRIOR TO CLOSING OUT PARTITIONS. JUL 06 2009 Door Notes: 1. ALL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 2. ALL GLAZING SHALL CONFORM TO SAFETY GLAZING REQUIREMENTS OF IBC SECTION 2406. 3. MAGNETIC HOLD OPEN DEVICES SHALL BE TIED TO BUILDING FIRE ALARM SYSTEM. 4. ALL RATED DOORS TO BE LABELED PER IBC TABLE 715.3. 5. THRESHOLDS AT DOORWAYS SHALL BE 4" MAXIMUM IN HEIGHT. PIER ICC /ANSI A117.1 -2003 SECTION 404.2.4. 6. ICC /ANSI A117.1 -2003 SECTION 404.2.6. DOOR HARDWARE. HAINDLES, PULLS, LATCHES, LOCKS & OTHER OPERABLE PARTS ON ACCESSIIBLE DOORS SHALL HAVE A SHAPE THAT IS EACH TO GRASP WITH ONE HAND & DOES NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST TO OPERATE. OPERABLE PARTS OF SUCH HARDWARE SHALL BE 34" MIN. & 48" MAX. ABOVE THE FINISH FLOOR. WHERE SLIDING DOORS ARE IN THE FULLY OPEN POSITION. OPERATING HARDWARE SHALL BE EXPOSED & USABLE FROM BOTH SIDES. 7. IBC 404.2.8 DOOR OPENING FORCE. FIRE DOORS SHALL HAVE THE MINIMUM OPENING FORCE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY. THE MAXIMUM FORCE FOR PUSHING OPEN FOR PULLING OPEN DOORS OTHER THEN FIRE DOORS SHALL BE AS FOLLOWS: 1. INTERIOR HINGED DOOR: 5.0 POUNDS (22.2 N) 2. SLIDING OR FOLDING DOOR: 5.0 POUNDS (22.2 N). THESE FORCES DO NOT APPLY TO THE FORCE REQUIRED TO RETRACT LATCH BOLTS OR DISENGAGE OTHER DEVICES THAT HOLD THE DOOR IN A CLOSED POSITION. 8. 9. 1 2. SURVEY FIELD CONDITIONS AND VERIFY THAT WORK IS FEASIBLE AS SHOWN. VERIFY LOCATION OF ALL OUTLETS IN RELATION TO STRUCTURAL AND OTHER ELEMENTS AS REQUIRED. NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH WORK. 3. ARCHITECTURAL DRAWINGS DETERMINE LOCATION AND TYPE (ARCHITECT TO VERIFY W/ ENGINEER) OF ALL OUTLETS AND TAKE PRECEDENCE OVER ALL OTHERS, U.N.O._ ELECTRICAL ENGINEER'S POWER PLAN SHALL GOVERN THE WIRING LAYOUT AND INSTALLATION IN COMPLIANCE WITH ALL LAWS APPLICABLE AND ENFORCED BY GOVERNING AUTHORITIES. 4. OUTLETS SHOWN BACK TO BACK ON PARTITION WALLS SHALL BE OFFSET 1' ---0 ", MAXIMUM, OR MOUNTED AT DIFFERENT HEIGHTS IF INDICATED. 5. FURNITURE, IF SHOWN, IS FOR REFERENCE ONLY AND IS NOT IN CONTRACT, U.N.O. 6. COORDINATE ALL WORK RELATED TO EQUIPMENT WITH MANUFACTURER'S RECOMMENDATIONS, SPECIFICATIONS AND INSTRUCTIONS. 7. ALL EXISTING AND NEW FLOOR SLAB PENETRATIONS FOR CONDUIT OR PLUMBING LINES SHALL BE FULLY PACKED & SEALED IN ACCORDANCE WITH THE APPLICABLE BUILDING AND FIRE CODES. 8. COORDINATE NEW ELECTRICAL WITH EXISTING, WHERE OCCURS. 9. UPON COMPLETION OF OUTLET LAYOUT, NOTIFY THE ARCHITECT. ARCHITECT SHALL SITE VERIFY ALL OUTLET LOCATIONS PRIOR TO COMMENCEMENT OF CORING OR OUTLET INSTALLATION. 10. FURNISH AND INSTALL ONLY UNDERWRITERS LABORATORIES, INC. (UL) LABELLED DEVICES THROUGHOUT. 11. 12. MAINTAIN A 4 -INCH HORIZONTAL CLEARANCE IN ALL DIRECTIONS, MIN. FROM EDGE OF COVERPLATE, FOR WALL MOUNTED OUTLETS, OR FROM EDGE OF MONUMENT FOR FLOOR MOUNTED OUTLETS, WHEN ADJACENT TO A WALL, COLUMN, OR SIMILAR ELEMENTS, U.N.O. INDICATED DIMENSIONS ARE TO THE CENTER OF THE COVERPLATE OR MONUMENT; CLUSTERS OF OUTLETS ARE DIMENSIONED TO THE CENTER OF THE CLUSTER, U.N.O.; GANG COVERPLATES SHALL BE ONE -PIECE TYPE, U.N.Q. 13. 14. 15. 16. 17. 18. FURNISH AND INSTALL ALL FIXTURES, ASSOCIATED TRIM AND FIXTURE LAMPS AS REQUIRED. ONLY NEW OUTLETS /FIXTURES ARE SHOWN. ALL EXISTING OUTLETS UNAFFECTED BY CONSTRUCTION ARE TO REMAIN AND ARE TO BE INTEGRATED INTO THE CURRENT SCHEME WHERE POSSIBLE. INSTALL WALL MOUNTED OUTLETS 18 INCHES ABOVE FINISHED FLOOR, U.N.O. HEIGHTS SHALL BE DETERMINED FROM FINISHED FLOOR TO THE CENTERLINE OF COVERPLATE, INSTALLED VERTICALLY, GROUNDING POLE AT TOP, U.N.O. ELECTRICAL SWITCH AND OUTLET COVER PLATES, SURFACE HARDWARE, ETC. SHALL BE INSTALLED AFTER PAINTING AND /OR APPLICATION OF WALLCOVERINCS & CARPET SPECIFIED. POWER /DATA /TELEPHONE REQUIREMENTS FOR OPEN OFFICE WORKSTATIONS TO BE PROVIDED WITH FURNITURE INSTALLATION DRAWINGS -BY OTHERS. THE FURNITURE ELECTRICAL IS AN 8 -WIRE SYSTEM. ALL ELECTRICAL FEEDS TO ANY OF THE PRODUCT MUST BE IN AN 8 -WIRE CONFIGURATION. "H" INDICATES THAT AN OUTLET SHALL BE MOUNTED HORIZONTALLY. VERIFY NEW FLUSH FLOOR OUTLET LOCATIONS WITH FURNITURE LAYOUT PRIOR TO INSTALLATION, 19. ALL SWITCHES AND DIMMERS SHALL BE LOCATED 46" ABOVE FINISHED FLOOR TO CENTER OF SWITCH U.O.N.. MULTIPLE SWITCHES AT ONE LOCATION SHALL BE GANGED TOGETHER AND FINISHED WITH ONE COVER PLATE U.N.O. I CODE CC OUTLET FINISHES: ISOLATED GROUND- GRAY UPS- ORANGE ALL OTHERS- MATCH BUILDING STANDARD COVERPLATE FINISH: MATCH BUILDING STANDARD I •l'JL 0 (INCLUDES ALL COVERPLATES -POWER /VOICE /DATA SWITCH FINISH: MATCH BUILDING STANDARD ` iI V 4 uk. BUILDIiDIVt ACTIVATION OF THE BUILDING AUTOMATIC SPRINKLER OR FIRE DETECTION SYSTEM, IF PROVIDED, SHALL AUTOMATICALLY UNLOCK ALL ELECTRONICALLY SECURED DOORS WITH IN THE EGREE PATHWAY. THE DOORS SHALL REMAIN UNLOCKED UNTIL THE FIRE ALARM HAS BEEN RESET. ENTRANCE DOORS IN THE BUILDINGS WITH OCCUPANCY IN GROUP A, B, E OR M SHALL NOT BE SECURED FROM THE EGRESS SIDE DURINIG PERIODS THAT THE BUILDING IS OPEN TO THE GENERAL PUBLIC. COORDINATE THE WORK OF ALL TRADES INVOLVED IN THE CEILING WORK TO ENSURE CLEARANCES FOR FIXTURES, DUCTS, PIPING, CEILING SUSPENSION SYSTEM, ETC., NECESSARY TO MAINTAIN THE FINISHED CEILING HEIGHTS INDICATED ON ARCHITECT'S DRAWINGS. 2. PERIMETER CEILING ANGLE, WHERE OCCURS, SHALL BE INSTALLED TIGHT TO VERTICAL SURFACES, FREE FROM CURVES, BREAKS OR OTHER IRREGULARITIES AND PAINTED TO MATCH CEILING FINISH. 3. FURNISH AND INSTALL ALL ASSOCIATED TRIM AND SEISMIC BRACING AS REQUIRED. 4. LIGHT FIXTURES, NEW SPRINKLERS AND OTHER CEILING ELEMENTS SHALL BE CENTERED IN THE 2'X2' SECTION OF INDIVIDUAL CEILING TILES U.N.O. (EXIST. SPRINKLERS TO REMAIN UNLESS CONFLICT WITH NEW ELEMENTS). 5. PROVIDE CEIUNG ACCESS AS REQUIRED FOR EQUIPMENT AND SYSTEM MAINTENANCE, AND MATCH ADJACENT CEILING FINISH U.N.O. 6. ALL SOFFITS AND CEILING HEIGHTS ARE DIMENSIONED FROM TOP OF FINISHED FLOOR TO BOTTOM OF FINISHED GYPSUM BOARD OR CEILING TILE AND SHALL ALLOW FOR THICKNESS OF ALL FLOOR FINISHES. 7. THE REFLECTED CEILING PLAN INDICATES THE LOCATION OF CEILING HEIGHTS, LIGHT TYPES, LIGHT FIXTURES, AND ASSOCIATED ITEMS. 8. ALL SPECIFIC INFORMATION CONCERNING INSTALLATION FOR VARIOUS ABOVE- CEILING ELEMENTS ARE TO BE DESIGN BUILD, DOCUMENTATION BY OTHERS - PERMITTED SEPARATELY. 9. NOTIFY ARCHITECT OF ANY CONFLICTS OF LIGHT FIXTURE LOCATIONS WITH MAIN RUNNERS, DUCTS, STRUCTURES, HVAC, AND /OR (E)CONDUIT, PRIOR TO FRAMING FOR LIGHTS. ANY DISCREPANCIES BETWEEN ARCHITECT'S CEILING GRID LOCATION & ACTUAL FIELD CONDITIONS ARE TO BE CLARIFIED WITH THE ARCHITECT PRIOR TO FRAMING. 10. SUBMIT GRILLE, THERMOSTAT, AND OTHER FIXTURE AND ELEMENT LAYOUTS TO THE ARCHITECT FOR REVIEW AT LEAST 2 WEEKS PRIOR TO INSTALLATION. 11. VERIFY FIELD CONDITIONS AND LOCATIONS OF ALL PLUMBING, MECHANICAL DUCTS, STRUCTURAL ELEMENTS AND ALL OTHER RELATED ITEMS. INSTALL NEW PLUMBING, MECHANICAL, FANS, DUCTS, CONDUITS, AND OTHER RELATED ITEMS SO AS TO NOT CONFLICT WITH ANY /ALL FIELD CONDITIONS INCLUDING LUMINAIRES. 12. INSTALL NEW LIGHT FIXTURES WITH PROTECTIVE FILM OR SIMILAR COVER OVER LOUVER, LENS, BAFFLE, ETC. TO AVOID FIXTURE SOILING OR DAMAGE. FIXTURES SHALL BE MAINTAINED CLEAN AND AS NEW. ALL LAMPS SHALL BE NEW AT PROJECT COMPLETION - RELAMP EXISTING FIXTURES. 13. CONTRACTOR TO VERIFY CODE COMPLIANCE OF EXISTING ACOUSTICAL CEILING GRID SYSTEMS AND ASSOCIATED SEISMIC BRACING RESTRAINTS. SYSTEMS FOUND NOT IN COMPLIANCE SHALL BE MODIFIED AND /OR NEW PROVIDED AS REQUIRED BY CURRENT BUILDING CODES (INCLUDING, BUT NOT LIMITED TO; CURRENT IBC WALL MOLDING (2" ANGLE) AND SEISMIC SEPARATION JOINTS). 14. CONTRACTOR TO VERIFY CODE COMPLIANCE OF ALL EXISTING LIGHTING FIXTURES AND ASSOCIATED SEISMIC BRACING RESTRAINTS. FIXTURES FOUND NOT IN COMPLIANCE SHALL BE MODIFIED AND /OR NEW PROVIDED AS REQUIRED BY CURRENT BUILDING AND /OR ENERGY COMPLIANCE CODES. 15. ALL EXITING LIGHTS AND EGRESS LIGHTING LOCATIONS SHALL BE DETERMINED BY BUILDING AND FIRE INSPECTOR'S FIELD PLACEMENT DETERMINATION. 16. ALL SMOKE DAMPERS SHALL BE INSTALLED IN ACCORDANCE WITH IMC /IBC OR SUPERCEDING CODE. ALL FIRE DAMPERS SHALL BE INSTALLED IN ACCORDANCE WITH IMC /IBC OR SUPERCEDING CODE. Finish Notes: 4. PREP ALL EXISTING FLOOR SURFACES TO RECEIVE NEW FINISHES AS SCHEDULED. 5. Reflected Ceiling Notes: ALL AREAS TO RECEIVE CARPET AND BASE AS SCHEDULED U.N.O. ALL AREAS TO RECEIVE RB -1 U.N.O. ALL WALLS & PARTITIONS TO RECEIVE P--1 U.N.O. PROVIDE PAINT APPLICATION APPROPRIATE TO THE SUBSTRATE TO WHICH IT IS TO BE APPLIED. 6. ALL EXPOSED GYP. BD. SURFACES, BOTH EXISTING AND NEW, ARE TO RECEIVE NEW PAINT FINISH. PREP ALL SURFACES AS REQUIRED FOR NEW PAINT FINISH. PROVIDE ONE PRIME COAT PLUS TWO FINISH COATS 7. CHANGES IN FLOOR MATERIALS THAT OCCUR AT FRAMED DOOR OPENINGS SHALL OCCUR AT THE CENTERLINE OF THE DOOR IN THE CLOSED POSITION. 8. ANY DECORATIONS USED SHALL BE NON - COMBUSTIBLE OR FLAME - RETARDANT TREATED IN AN APPROVED OF MANNER (CURTAINS, DRAPES, SHADES, HANGINGS, ETC.) 9. ALL INTERIOR PARTITIONS, CEILING FINISHES AND TRIM OF PUBUC AREAS TO COMPLY WITH CLASS 1 MATERIAL CLASSIFICATION; FLAME SPREAD RATING 0 TO 25, SMOKE DEVELOPED 200. ALL INTERIOR WALL AND CEILING FINISHES AND TRIM OF NON- PUBLIC AREAS TO COMPLY WITH CLASS 2 MATERIAL CLASSIFICATION; FLAME SPREAD RATING 26 TO 75, SMOKE DEVELOPED 450. 10. FLOOR COVERINGS OF PUBLIC AREAS TO MEET CLASS A INTERIOR FLOOR FINISH REQUIREMENTS; CRITICAL RADIANT FLUX OF 0.45 WATTS PER SQUARE CENTIMETER OR HIGHER, FLOOR COVERINGS OF NON- PUBLIC AREAS TO MEET CLASS B INTERIOR FLOOR FINISH REQUIREMENTS; CRITICAL RADIANT FLUX BETWEEN 0.22 WATTS PER SQUARE CENTIMETER AND 0.44 WATTS PER SQUARE CENTIMETER. CARPET INSTALLATION TO MEET THE GUIDELINES OF THE CARPET AND RUG INSTITUE - "STANDARD FOR INSTALLATION SPECIFICATION OF COMMERCIAL CARPET ", CRI 104 - 2002 EDITION. 12. PROVIDE FINISHED SCRIBE STRIPS AND FINISHED MILLWORK EDGES TO CREATE A FINISHED REVEAL CONDITION WHERE MILLWORK COUNTERS, CABINETS, ETC. ABOUT ADJACENT PARTITION CONSTRUCTION. ALL EXPOSED REVEAL SURFACES AND EDGES TO HAVE SAME PLASTIC LAMINATE FINISH AS THE CASEWORK ITEM THEY ABOUT. 11. RECEIVED to8 2 3 CITY KWILA JUN OF 19 TU 2008 PERMIT CENTER JPC ARCHITECTS 601 108th Ave NE - Suite 2250 Bellevue, WA 98004 1201 Western Ave - Suite 450 Seattle, WA 98101 tel [425] 641 -9200, fax [425] 637 -8200 Haakenson Group 130 Andover Park East Floor 3 Design Team Design Drawn Checked Date JPC Project No. JPC KM /SG AN 03/03/08 08 -100 -0094 Revisions No. Date Description 05/15/08 PERMIT ISSUE 06/18/08 PERMIT RESUBMITTAL Registration Keyplan Sheet Title General Notes & Symbols Sheet No I -0. © 2008, JPC Architects, PLLC 19 3 - 0' a o I 0 0 0 4 co 0 0 co 0 - - - ELEV II II K, 1 1 1 1 1 1 1 1 1 1 mil 1 -- ie------ ---- I CiI II Iri I - - -- IT -- c- - - - Inr -1H > HUH' _ I I $ �> — �IVII �� ® 11 /\ > IVVI < ,\ II 1 r III' N• f \[I( UP - — — DN 4O J rT - - -- - -� TYP. TYP. J 1E, 7 S C O P E OF WORK STE 301 4,267 USF 4s---- romaw- -- --- ---- --- --- +30 +30 +30 +30 +30 —j 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 1 i 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 J 1 - - - - - Demolition Plan Scale: 1/8 " =1' -0" Demolition Plan Key Notes: 0 DEMOLISH EXISTING FLOORING & BASE MATERIALS THROUGHOUT AND PATCH AND REPAIR AFFECTED SUSBSTRATE AS RQD. FOR INSTALLATION OF NEW BASE MATERIALS, FINISH FLOORING & RAISED FLOOR WHERE OCCURS. 2 DEMOLISH EXISTING CONDUIT AT EXTERIOR WINDOW RAILING WHERE OCCURS. REFER TO KEYNOTE 4. • DEMOLISH EXISTING CASEWORK. TERMINATE AND CAP ALL EXISTING SUPPLY /WASTE LINES BEHIND WALL AND /OR FLOOR. PATCH AND REPAIR AFFECTED AREAS, INCLUDING BUT NOT LIMITED TO WALLS, FLOORS AND CEILINGS AS REQUIRED MATCHING EXISTING FINISH MATERIALS, UNO. @ DEMOLISH ELECTRICAL, LOW VOLTAGE AND LIFE SAFETY EQUIPMENT /DEVICES (INCLUDING LOW VOLTAGE CABUNG) AS REQUIRED DUE TO DEMOLITION. AT LOCATIONS WHERE ELECTRICAL IS TO BE REMOVED, TERMINATE WIRING AT CLOSEST JUNCTION BOX OR DEMOLISH WIRING BACK TO PANEL. ALL POWER AND LOW VOLTAGE SHOWN IS EXISTING TO BE DEMOLISHED. ® REMOVE AND REPLACE EXISTING EXTERIOR SINGLE PAINED GLAZING. © DEMOLISH EXISTING EXTERIOR MINI BLINDS. • REMOVE AND SALVAGE EXISTING FIRE EXTINGUISHERS AND CABINETS FOR OWNER'S STOCK OR REINSTALLATION WHERE PRACTICAL. REFER TO FLOOR PLAN FOR ADDITIONAL INFORMATION. ® DEMOLISH EXISTING RESTROOMS TERMINATE AND CAP ALL EXISTING SUPPLY /WASTE LINES BEHIND WALL AND /OR FLOOR. PATCH AND REPAIR AFFECTED AREAS, INCLUDING BUT NOT LIMITED TO WALLS, FLOORS AND CEILINGS AS REQUIRED MATCHING EXISTING FINISH MATERIALS, UNO. NOnV NOfV MEDIUM CONFERENCE 01111110 - ON MI LARGE NFERENC 1 1 1 1 -- - ------ - -pw 36/24 42/90 4111' I 1111 bN� n �/ ELEV 3'-6" : 3 —6 d l!� � a OPEN OFFICE I 310 I 4, d TYP. 0 0 w "Et w li11I 1 1 1 .10ESEVIZEIMMIMIMIRMIERE! I , `I ! I 1 � I � I[lll II 1 _r\ If 1 1 1 1 1 1 1 1 1 1 1 1 11 - - - MIN NM ME -- •• � ■ --- - - - - - Floor Plan Key Notes: O PROVIDE AND INSTALL NEW LEVELOR SHEER VIEW RIVIERA PERFORATED ALUMINUM MINI BLINDS IN BRONZE AT EXTERIOR WINDOWS. 0 ONE HOUR RATED DOOR ASSEMBLY WITH 45 MIN FIRE RATED & IMPACT SAFETY RATED FIRELITE GLASS. O ALL FURNITURE, DEMOUNTABLE PARTITIONS & CASEWORK TO BE PROVIDED AND INSTALLED BY TENANT. REFER TO 3/1 -9.1 FOR DEMOUNTABLE WALL DETAIL. ▪ PROVIDE AND INSTALL NEW RAISED FLOOR SYSTEM AS INDICATED BY POCHE. ® NEW RAMPS TO BE PROVIDED FOR NEW RAISED FLOOR ACCESS. SLOPE NOT TO EXCEED 1:12 AS REQUIRED BY GOVERNING CODES. PROVIDE AND INSTALL NEW EXTERIOR DOUBLE PAINED WINOWS. MATCH SIZE OF EXISTING GLAZING. O PROVIDE AND INSTALL NEW CARPET, PAINT AND BASE THROUGHOUT. POWER /COMMUNICATIONS PACKAGE (WALL) WITH (1) SINGLE GANG MUD RING (WITH PULL STRING) AND (1) 110V DUPLEX OR QUAD WHERE INDICATED. ALL HORIZONTAL DATA /COMMUNICATIONS PATHWAYS IN INSULATED WALLS SHALL BE RUN IN CONDUIT OF APPROPRIATE SIZE. CONFIGURATION TO MATCH EXISTING BUILDING STANDARD, REUSE AND REINSTALL EXISTING SALVAGED ELECTRICAL AND LOW VOLTAGE SYSTEMS (CABLING, DEVICES AND EQUIPMENT) WHERE OR WHENEVER PRACTICAL (AS APPROVED BY TENANT). REFER TO ELECTRICAL DESIGN —BUILD DOCUMENTS FOR ADDITIONAL INFORMATION. CONFIRM LOCATIONS WITH I II g® PROVIDE 3' CLEAR IN FRONT OF ELECTRICAL PANEL AT CLOSET EX I Jul @s 2009 1.11 ME SCOPE OF WORK STE 301 4,267 USF - - ME Mil -- ----- --- - - - - -� Partition Legend: 1 1 1 1 i 1 1 1 1 1 I 1 i 1 1 I 1 1 1 1 1 1 1 1 1 i 1 1 i 1 1 / Floor Plan Symbols Legend: 0, Scale: 1/8"=1'-0" RE1iIEW pR CODE COMPLIANCE APPROVED JUL 01 2008 City Of Tukwila B ILDIN DIVISION F.E.C. BUILDING STANDARD FIRE EXTINGUISHER CABINET (OR SPEC) DUPLEX RECEPTACLE DEDICATED DUPLEX RECEPTACLE GFI DUPLEX RECEPTACLE FOURPLEX RECEPTACLE DEDICATED FOURPLEX RECEPTACLE — © SPECIAL RECEPTACLE Q CORE DRILL Q J —BOX FOR TENANT PROVIDED SYSTEMS FURNITURE. POWER POLE Q VOICE /DATA RECEPTACLE. CONTRACTOR TO PROVIDE MUD RING AND PULL STRING <g WALL TAG NO DESIGNATION = EXISTING N = NEW & /OR RELOCATED ITEMS W /ARCHITECT) D = DEMOLISH tO-29 (COORDINATE RELOCATED RECEIVED CITY OF T UKWILA JUN 1 2006 PERMIT CENTER EXISTING PARTITION /CONSTRUCTION TO BE DEMOLISHED EXISTING PARTITION /CONSTRUCTION TO REMAIN GRID HEIGHT PARTITION. REFER TO DETAIL 2/1 -9.1. FULL HEIGHT 1 HR. FIRE RATED PARTMON TO STRUCTURE. REFER TO DETAIL 4/1 -9.1 DEMOUNTABLE PARTITION BY TENANT. REFER TO DETAIL 3/1 -9.1 JPC ARCHITECTS Haakenson Group 130 Andover Park East Floor 3 Design Team Design Drawn Checked Date JPC Project No. 601 108th Ave NE - Suite 2250 Bellevue, WA 98004 1201 Western Ave - Suite 450 Seattle, WA 98101 tel [425] 641 -9200, fax [425] 637 -8200 JPC KM /SC AN 03/03/08 08- 100 -0094 Revisions No. Date Description 05/15/08 PERMIT ISSUE 06/18/08 PERMIT RESUBMITTAL Registration MA KA.''. TERSO ATE OF SHINGT Keyplan IMO _._�r� yI1:JIIIIH Sheet Title Demolition & Floor Plans Sheet No. I -3.3 © 2008, JPC Architects, PLLC i 1 1 1 1 1 1 1 1 1 1 SCOPE OF WORK STE 301 4,267 USF - - - -- ------- ------- --------- - -- I. Ell ME IN IM ■. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 e 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 lEW • EINED FOR CODE COMPLIANCE 1 APPROVED 1 I JUL a 1 2008 City Of Tukwila ' BUILDING DIVISION ,teN Reflected Ceiling an Scale: 1/8"= V-0" EXt r JUL 66 NW DO'B3.93 Reflected Ceiling Key Notes: O MODIFY EXISTING ELECTRICAL, MECHANICAL AND LIFE SAFETY SYSTEMS AS REQUIRED BY SCOPE OF NEW WORK, INCLUDING, BUT NOT LIMITED TO CIRCUITING, SWITCHING, DUCTING (SUPPLIES /RETURNS), BALANCING AND /OR HORN /STROBE RELOCATION. O DEMOLISH EXISTING GRID AND TILE THROUGHOUT. INSTALL NEW B/S GRID AND TILE WHERE SHOWN, SPECS TBD PER BUILDING MGT. O ILLUMINATED EXIT LIGHTING. ALL EXIT LIGHTS AND EGRESS LIGHTINIG OCATIONS SHALL BE DETERMINED BY BUKLDING AND FIRE INSPECTOR'S Fl ' •• IN • P +. GWB SOFFIT AT +12' -0 ". Lighting Power Budget ALLOWABLE WATTAGE PER SF TYPE F -1 F -2 F -3 F -4 F -5 F -6 F -7 F —S F -9 SQ. FT. 4267 WATTS PER SF 1.0 WATTS/ FIXTURE QTY. 96 20 18 20 50 16 35 2 13 2 18 3 50 3 120 2 120 TOTAL ALLOWED WATT 4267 TOTAL WATTS 1,920 800 26 54 70 150 240 120 3,740 NO DESIGNATION = EXISTING N = NEW & /OR RELOCATED (COORDINATE RELOCATED ITEMS W /ARCHITECT) D = DEMOLISH Symbols Legend TYPE F -1 F -2 F -3 LIGHTOLIER JUNO F -4 F -5 F -6 F -7 F -8 F -9 SYMBOL O 0 A O s > —F MFG. LIGHTOLJER LIGHTOLIER BESA TRANSLITE SONOMA TRANSLITE SONOMA TBD PER TENANT AMBIANCE DESCRIPTION SWITCH BLDG STD EXIT LIGHT NEW BLDG STD 2x4 SUSP. CEILING GRID & TILE TO BE INSTALLED AT 9'-11" ABOVE SUBSTRATE, SPECS TBD. AVANTE SIDE MOUNT DIFFUSER UNIFRAME 5" NON —IC 1001F18U 4" MR16 UNIVERSALS, DEEP CONE DOWNLIGHT, BLACK ALZAC, 442B —WH UNIFRAME 3 -3/4" NON —IC, 2001E1 3U SUZI CFL, 1JF-489718—SN MINI MAGDA, LOW VOLTAGE BI —PIN, MMA1— BTC —SW —AL MESH MR -16, MSH2— BTC —ST —AL 3100 SERIES ELECTRONIC UNDER CABINET FIXTURE LOW VOLTAGE LINIEAR XENON LAMP FESTOON BASE V 0 El. 24 HOUR EMERGENCY FIXTURES FOR EGRESS ILLUMINATION Date JPC ARCHITECTS Design Drawn Checked JPC Project No. RECEIVED �' I a n CITY OF TUKWI JUN 191008 PERMIT CENTER 601 108th Ave NE - Suite 2250 Bellevue, WA 98004 1201 Western Ave - Suite 450 Seattle, WA 98101 tel [425] 641 -9200, fax [425] 637 -8200 Haakenson Group 130 Andover Park East Floor 3 Design Team JPC KM /SG AN 03/03/08 08- 100 -0094 Revisions No. Date Description 05/15/08 PERMIT ISSUE 06/18/08 PERMIT RESUBMITTAL Registration Keyplan Sheet Title Reflected Ceiling Sheet N I -4.3 © 2008, JPC Architece, PLLC WALL TYPE HT. STUD SIZE STUD GAUGE STUD SPACING W ALL THICKNESS INSULATION FIR RA11NG/ UL DESIGN NO. COMMENTS W ALL CEILING B 11' -10" 3 5/8" 20 GAUGE 24" O.C. 4 7/8" — — UL# U419 — WALL TYPE WALL HT STUD SIZE STUD GAUGE STUD SPACING WALL THICKNESS INSULATION FIRE RATING/ UL DESIGN NO. COMMENTS WALL CEILING A 9' - 11" 2 1/2" 25 GAUGE 24" O.C. 3 3/4" — — — REF. 6/1 -9.1 FOR BRACING L Cc it Ii ". HC. — 3u5YT,q.S is �H hE =c 3't DPA{R:E 901[ EVER? 43 sS P[_EO 't 5i A+M'AfL LUCY '43F,.ieRj S T.IttiAl —. C. Tor 7$r<S =i.3 4f. un fl.+Xf EYE ?Y 43". SCfi iv 9Y EIAF"H4�C 111111 II 130 Andover Park East Floor 3 Design Checked JPC Project No. 601 108th Ave N - Suite 2250 Bellevue, WA 980 1201 Western Ave - Sine 450 Seattle, WA 98101 tel [425] 641 -9200, fax [4 JPC KM /SG AN R HITECTS 03/03/08 08- 100 -0094 637 -8200 Revisions Date Description 05/15/08 PERMIT ISSUE 06/18/08 PERMIT RESUBMITTAL OF WA Construction Details © 2008, JPC Architects, PLLC APPROVED "FIRE EXTINGUISHER" SIGNAGE 3" HIGH WHITE HELVETICA LETTERING ON RED BACKING OF 8 "x12" SIGN. PROVIDE SIGNAGE ON ALL FOUR SIDES OF COLUMN ENCLOSURE WHEN FIRE EXTINGUISHER OCCURS AT COLUMN. BUILDING STANDARD FIRE EXTINGUISHER CABINET WHEN LOCATED AT COLUMNS, CABINET AND SIGNAGE TO BE CENTERED ON COLUMN ENCLOSURE. TYPICAL, U.N.O. STAN STUD WIDTH 2 1/2" 3 5/8" 4" 6" ONE LAYER EACH SIDE 12'-0" 10' -6" 15-8" 13' -4" 16'— 10" 13' -11" 19' - 4" DARD GAGE (25) STUDS STUD SPACING 16" 24" 16" 24" 16" 24" 16" 24" 15' -6" 20 GAGE STUDS STUD WIDTH 2 1/2" 3 5/8" 4" 6" STUD SPACING 16" 24" 16" 24" 16" 24" 16" 24" ONE LAYER EACH SIDE 13' -0" 11' -5" 17' -4" 15' -2" 18' -7" 16' -2" 25' -7" 21' -11" Drywall Studs Limiting Heights Scale: NTS NOTES: - ASSUMED ALLOWABLE DEFLECTION - L/240 - PROVIDE STUD BRIDGING AS REQUIRED BY GOVERNING CODES AND REGULATIONS COMPOSITE DESIGN FOR STEEL STUD PARTITIONS 0 CO ELEC. OUTLET TEL OUTLET Typical Mounting Heights SCHEDULED DOOR (OPEN OR CLOSED) WALL -MTD. TELEPHONE OUTLET THERMOSTAT HARDWARE SET AS SCHEDULED NOTE : INSTALL LOCAL ELECTRICAL AND TELEPHONE WALL OUTLETS AND SWITCHPLATES AT NEAREST STUD FROM SCALED LOCATION ON PLAN UNLESS SPECIFICALLY DIMENSIONED. 2 -3/4" VERIFY W/ HARDWARE SCHEDULE UGHT SWITCH DOTTED NE INDICATES O CATION OF LARGER LATE FOR GANGED • SWITCHES \ N I NOTE: HEIGHTS ARE AS NOTED UNLESS DIRECTED BY B/S TO BE DIFFERENT Grid Ht. Partition Scale: 3 " =1' -0" Scale: 3 " =1' -0" STRUCTURE SPECIFIED PARTITION APPROX. 45 Partition Bracing Detail SHIM AS REQ'D, SECURE TO GRID ti pi INSULATION TO EXTEND 2' -0" BEYOND EACH SIDE OF ili WALL AS NOTED BELOW lliff ___' 1111 I H CEILING AS SPECIFIED ...,... 147 - PAINT REVEAL FLAT BLACK OR TAPED BLACK 11 N I INSULATION AS NOTED BELOW .0; ONE LAYER 5/8" GWB EACH SIDE OF WALL MTL STUDS — WIDTH, GA. & SPACING AS NOTED BELOW CONT. MTL. RUNNER MECHANICALLY FASTENED TO SUBFLOOR. SPACING AND EMBED DEPTH PER GOVERNING CODE & REGULATIONS. SPECIFIED BASE FINISHED FLOOR 1/8" FOAM TAPE *SB =SOUND ATTENUATION BATTS MTL STUD (GA. TO MATCH WALL STUDS) AT MAX. 8' -0" O.C. AT ALTERNATE SIDES SUSPENDED CEILING FR =FIRE RESISTIVE Demountable Wall Scale: NTS NOTES: 1. LATERAL BRACING CLUSTER: (4) 12 GA. GALV SOFT- ANNEALED MILD STEEL WIRES SECURED TO MAIN RUNNER WITHIN 2" OF CROSS 'T' AND SPLAYED 90 DEGREES FROM EACH OTHER AT 45 DEGREES MAX. ABOVE HORIZONTAL CLUSTERS PLACED 12' -O" O.C. MAX. AND 6' -0" MAX. FROM EACH WALL WIRES SHOULD BE TAUT WITHOUT CAUSING CEILING TO LIFT. 2. SUSPENSION WIRE: 12 GA. GALV. SOFT- ANNEALED MILD STEEL WIRE ENCASED IN 1/2" DIAM. CONDUIT (FOR UPLIFT RESTRAINT); SECURE WIRE TO MAIN RUNNER WITHIN 2" OF CROSS 'T'. CONDUIT TO OCCUR AT EVERY LATERAL BRACING CLUSTER AND SUSPENSION WIRES TO OCCUR AT 4' -0" O.C. MAX. EACH WAY. FASTEN RUNNERS TO PERIMETER WALL ANGLE AT (2) ADJACENT SIDES PROVIDE MIN. 2" WIDE WALL ANGLE. VIEW SHOWING LATERAL BRACING CLUSTER AND SUSPENSION WIRE NOTE NO. 1 j NOTE NO. 2 NOTE NO. 1 4 _ 3 TURN N. WITHI � 3" TYP. � MAIN RUNNER, HEAVY DUTY "*AAX.TYP RUNNER ENDS AT OPPOSITE WALLS 2" MAX TYP TO FLOAT FREE C 'T' ON PERIMETER ANGLE. PROVIDE 3/4" CLEARANCE BETWEEN ENDS OF GRID & WALL Ceiling Bracing Diagram Scale: NTS SECURE STUDS TO LEG OF HEAD TRACK EXISTING DECK DESIGNED DEFLECTION (INNER) HEAD TRACK CONTINUOUS PLATE MADE TO SPAN (2) RIBS OF DECK FILL VOID WITH ACOUSTICAL SEALANT BOTH SIDES (OUTER) DEFLECTION TRACK SPECIFIED PARTITION Full Height Partition to Structure Detail Scale: 3 " -1' -0" z 0 0 J W t j 0 Scale: 3 " =1' -0" EXISTING STRUCTURE FR GYPSUM COMPOUND OR FIRE CAULK "FIRETRAK" DEFLECTION TRACK INSULATION AS NOTED BELOW ONE LAYER 5/8" GWB EACH SIDE OF WALL INSULATION TO EXTEND 2' -0" BEYOND EACH SIDE OF WALL AS NOTED BELOW CEILING AS SPECIFIED CONT. MTL RUNNER MECHANICALLY FASTENED TO SUBFLOOR. SPACING AND EMBED DEPTH PER GOVERNING CODE Sc REGULATIONS. SPECIFIED BASE ACOUSTICAL SEALANT BOTH SIDES FINISHED FLOOR 1/8" FOAM TAPE *SB =SOUND ATTENUATION BATTS 1 Hr. Rated Full Ht. Partition MAIN RUNNER POP RIVET CROSS TEE TO MAIN RUNNER Scale: 6 "= 1'--O" MATCH GRID WIDTH C " NOTE: COORDINATE JOINT LOCATION WITH ARCHITECT PRIOR TO GRID INSTALL, EXPANSION JOINT IS REQUIRED FOR CEILINGS 2,500 SQ. OR GREATER. Ceiling Expansion Joint JUL 06 2009 FR=F1RE RESISTIVE 1434 WALL ANGLE (TYP.) — FINISH TO MATCH GRID CROSS TEE To8 2i3 ACOUSTICAL TILE CEILING POP RIVET CROSS TEES TO WALL ANGLE REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 z 2008 City Of Tukwila BUILDIN DIVISION RECEIVED CITY OF TUKW1LA JUN 19 2008 PERMIT CENTER