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HomeMy WebLinkAboutPermit D09-072 - MITEL - TENANT IMPROVEMENTMITEL 14240 INTERURBAN AV S EXPIRED 01-30-10 D09 -072 Parcel No.: 3365901881 Address: 14240 INTERURBAN AV S TUKW Suite No: Tenant: Name: MITEL Address: 14240 INTERURBAN AV S , TUKVVILA WA 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 Owner: Name: DBSI FAIRWAY LLC 519999 Address: C/0 DDRS TAX DEPT , 12426 W EXPLORER DR #100 83713 Phone: Contact Person: Name: TODD MATISON Address: 631 STRANDER BL STE G , TUKWILA WA 98188 Phone: 253 - 893 -1154 Contractor: Name: BOYCE CONSTRUCTION Address: 270 S HANFORD ST #109 , SEATTLE WA 98134 Phone: 206 - 264 -8085 Contractor License No: BOYCECI066QQ doc: IBC -10/06 City if Tukwila • DEVELOPMENT PERMIT Permit Number: D09 -072 Issue Date: 07/14/2009 Permit Expires On: 01/10/2010 Value of Construction: $90,000.00 Fees Collected: $2,155.77 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2006 Type of Construction: V -B Occupancy per IBC: 0008 DESCRIPTION OF WORK: DEMOLITION OF ONE WALL, DOORS, RELOCATE LIGHT FIXTURES, NEW OUTLETS @ RECEPTION & CONFERENCE ROOM, NEW CASEWORK W /SINK & DISHWASHER @ BREAK ROOM AND NEW FINISHES * * continued on next page ** Expiration Date: 01/09/2010 D09 -072 Printed: 07 -14 -2009 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: N Permit Center Authorized Signature: City diTukwila 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 Private: Profit: N Private: L0 doc: IBC -10/06 D09 -072 Date: Permit Number: Issue Date: Permit Expires On: Size (Inches): 0 Fire Loop Hydrant: N Number: 0 Flood Control Zone: Hauling: N Start Time: Land Altering: Volumes: Cut 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: End Time: Fill 0 c.y. Public: Non - Profit: Public: I hereby certify that I have read and examined this permit and know the same to be true and correct. governing this work will be complied with, whether specified herein or not. D09 -072 07/14/2009 01/10/2010 N All provisions of law and ordinances y other state or local laws regulating The granting of this permit does not presume to give authority to violate or cancel the provisions of construction o e perfo ance of •rk. I am aut ed to sign and obtain this development Signature: (/ — (.L-- Date: Print Name: V-A t ILE P c 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. Printed: 07 -14 -2009 Parcel No.: 3365901881 Address: 14240 INTERURBAN AV S TUKW Suite No: Tenant: MITEL 1: ** *BUILDING DEPARTMENT CONDITIONS * ** doc: Cond -10/06 • • 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 6: Readily accessible access to roof mounted equipment is required. PERMIT CONDITIONS Permit Number: D09 -072 Status: ISSUED Applied Date: 05/06/2009 Issue Date: 07/14/2009 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All 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. 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: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 11: Manufacturers installation instructions shall be available on the job site at the time of inspection. 12: 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. 13: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 14: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 15: 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 D09 -072 Printed: 07 -14 -2009 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Building Official from requiring the correction of errors in the construction documents and other data. 16: ** *FIRE DEPARTMENT CONDITIONS * ** 17: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 18: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 19: 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 nun). (IFC 906.7 and IFC 906.9) 20: 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) 21: 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) 22: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4-3, 4 -4) 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: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 25: 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) 26: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 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 doc: Cond -10/06 D09 -072 Printed: 07 -14 -2009 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 29: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 30: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot -candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) The path of egress shall require emergency lighting until exit discharge is accomplished. 31: 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) 32: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 33: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 34: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and /or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 35: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2051) 36: 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) 37: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 38: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 39: In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. (IFC 505.1) 40: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 41: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 42: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. doc: Cond -10/06 D09 -072 Printed: 07 -14 -2009 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila,wa.us 43: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes such condition or violation. 44: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila (206)575 -4407. * *continued on next page ** doc: Cond -10/06 D09 -072 does not imply approval of Fire Prevention Bureau at Printed: 07 -14 -2009 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work construction or the performance of work. Signature: Print Name: U v` A f 13 doc: Cond -10/06 D09 -072 Date: ordinances governing or local laws regulating Printed: 07 -14 -2009 CITY OF TUKWI Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tulcwila.wa.us Building PereNo. ] D Q 7 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 121 e King Co Assessor's Tax No.: G 33�P Op ` IRS' I Site Address: � 2 l U I NTE et) eJJ) g Suite Number: 14 Floor: Tenant Name: M L— New Tenant: ❑ Yes EKNo Property Owners Name: Mailing I -�� 12 I,L7Ay LAC G/O D 2S X 7� , Mailing Address: I 2.-CO U) X �C>�2 be /r2 = r '=� 6871S Zip Name: rob b 144A nsc - i Mailing Address: E -Mail Address: +0 00 • WI A f f Sclr) Company Name: P H:Wpplications\Porms- Applications On Line\2009 Applications \1 -2009 - Permit Application.doc Revised: 1 -2009 bh C , 2G,C OVY1 City State CONTACT PERSON - who do we contact when your permit is ready to be issued Day Telephone: 7 6 -S9-3- 1131 City State Fax Number: 2062 -- -072. 1 GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: City City Contact Person: Day Telephone: E -Mail Address: Fax Number: State Z ip ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: 0 Fr ALL all /7 1... T n Mailing Address: C r( +V A NE �� 7. 7g) gE Vl U WA. WW1 State �7 Zip S � L..(Y Contact Person: / � F y Day Telephone: Z ; / ' / E -Mail Address: S G{ rat k t e J pc 0 rC h t - f C'Ct51 CQV G�T� Fax Number: j - CA 7- /� ZG ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: Mailing Address: State Zip Page 1 of 6 BUILDING PERMIT INFORION — 206 - 431 -3670 • m6 Valuation of Project (contractor's bid price): $ () TO GOO, Scope of Work (please provide detailed information): DMoL1TION OF ©N.i ,/j4 ) DC012S , EELGCArF rxrbiz NE ) Q2..r_1!Farr ON "J- CEONFF2=N CC 12a9AA ) N F) (4 €t MINE g pot!J/A N E frU w Will there be new rack storage? ❑ Yes Existing Building Valuation: $ No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes V No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: Ly Sprinklers Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If "yes', attach list of materials and storage locations on a separate 8 -1 /2 "x I1 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Wpplications\Forms- Applications On Line\2009 Applications \I -2009 - Permit Applicahon.doc Revised' 1 -2009 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC l / n t 160 V8 2nd Floor ` 23 lgiq vs ... 3` Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck BUILDING PERMIT INFORION — 206 - 431 -3670 • m6 Valuation of Project (contractor's bid price): $ () TO GOO, Scope of Work (please provide detailed information): DMoL1TION OF ©N.i ,/j4 ) DC012S , EELGCArF rxrbiz NE ) Q2..r_1!Farr ON "J- CEONFF2=N CC 12a9AA ) N F) (4 €t MINE g pot!J/A N E frU w Will there be new rack storage? ❑ Yes Existing Building Valuation: $ No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes V No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: Ly Sprinklers Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If "yes', attach list of materials and storage locations on a separate 8 -1 /2 "x I1 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Wpplications\Forms- Applications On Line\2009 Applications \I -2009 - Permit Applicahon.doc Revised' 1 -2009 bh Page 2 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. 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. NT: BUILDING OWNER Signature: Print Name: Mailing Address: 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). Date Application Accepted: ORIZ bDt toa 1 Date Application Expires: 1 I H:Wpplications\Forms- Applications On Line\2009 Applications \I -2009 - Permit Application doe Revised: 1 -2009 bh Date: O*01 Ray Telephone: (k15') c 'i'I °O Clty State Zip Staff Initials: Page 6 of 6 Receipt No.: R09 - 01084 Initials: WER User ID: 1655 Payee: BOYCE CONSTRUCTION ACCOUNT ITEM LIST: Description doc: Receiot - 06 Payment Credit Crd MC - Authorization No. 031772 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us RECEIPT Parcel No.: 3365901881 Permit Number: D09 -072 Address: 14240 INTERURBAN AV S TUKW Status: APPROVED Suite No: Applied Date: 05/06/2009 Applicant: MITEL Issue Date: TRANSACTION LIST: Type Method Descriptio Amount BUILDING - NONRES 000/322.100 STATE BUILDING SURCHARGE 640.237.114 1,308.30 Account Code Current Pmts 1,303.80 4.50 Total: $1,308.30 Payment Amount: $1,308.30 Payment Date: 07/14/2009 10:55 AM Balance: $0.00 PAYMENT RECBVE Printed: 07 -14 -2009 Receipt No.: R09 -00688 Payee: JPC ARCHITECTS ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us TRANSACTION LIST: Type Method Descriptio Amount Payment Check 22008 847.47 Authorization No. RECEIPT Account Code Current Pmts 000/345.830 847.47 Total: $847.47 Parcel No.: 3365901881 Permit Number: D09 -072 Address: 14240 INTERURBAN AV S TUKW Status: PENDING Suite No: Applied Date: 05/06/2009 Applicant: MITEL Issue Date: Payment Amount: $847.47 Initials: WER Payment Date: 05/06/2009 03:49 PM User ID: 1655 Balance: $1,308.30 P RECEVED doc: Receipt -06 Printed: 05 -06 -2009 Project: /9) / 7,1 Type of Inspection: .', ~D. C "e„ - /C Address: Date Called: Special Instructions: / Date Wanted: g — e l — o ff a.m. Requester: Phone No: 616 - -zss -•.g 52 211<-c 1)09 - a 7? INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION . t e-- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 COMMENTS: F Ins Date: l 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: I A Approved per applicable codes. 0 Corrections required prior to approval. Project: IM I - cc 4 Type of Inspection: G LAZ1 k) 4.- Address: 14 1 4 U T +P j t f b►4- .' Date Called: All Special Instructions: Date Wanted: a.m. Requester: hone No: _ INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 fc ro PERMIT NO. (206)431 -3 7 Approved per applicable codes. Corrections required prior to approval. COMMENTS: I Spector: Date .F $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: In i + fit- Type of Inspection: S2tsP 4 (J Cf 1 LI 1 Address: _ 1 14 Z t_I(O 1_c■I Date Called: 41/4i S e.J.7. t..-' 7 - Special Instructions: Date Wanted: a.m. Requester: Phone No: ca 6r,„:- - s 35 D -o721 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. i f CITY OF TUKWILA BUILDING DIVISION 14- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ' (206)431 -3 7 Approved per applicable codes. Corrections required prior to approval. ❑ $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: p Li 4 c &z-io Inspect (Date: 3_ O i Project: Type of Inspection: Addrgsl 4v Date Called V ,C. -: 7 Special Instructions: Date Wanted: (nil, -7 _ z _ p.m. Requester: Phone No: .2.0-2,ss - Joey tt 3 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. Corrections required prior to approval. COMMENTS: Inspector xLA Date 23, — ❑ $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: /77/ E/_ Type of Inspection: ZGtJ Address: /y- 'S'a -2 /v Date Called: Special Instructions: Date Wanted: C.s1.13 7 - 2-2 -0S p.m. Requester: Phone No: A0(2 Cc" z — /03'3 . L� INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISI ON 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ,d05 47 Z PERMIT NO. tri (206)431 -367 D Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: 7 (7/1.r A { t 7 Inspectldr Date: ? 2 - 43 9 ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: 7)j/ TLS Type of Inspection: //Iy /niA/ G Address: / 4 /2 la — .4✓9#/? Date Called: Special Instructions: Date Wanted: 7 _ 0 C p.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. v0`i-0 ?Z PERMIT NO. (206)431 -36 El Corrections required prior to approval. y COMMENTS: PC1 1 f- /Masi Aj b 'iQ /� /P1/#t) A?7 d, %s V S /1/--/ ��8 i9 n��D X / 7 C�rTrJI nspector Date: ❑ F d x .00 R SPECTION FEE REQUIR .'. Pr i to inspection, fe= ust be id a •300 Southcenter Blvd., Suite 00. all to schedule reinspection. Recelp No.: 'Date: Project: rAr+e -i t v - 6 , i3r 6 Monitor: Type of Inspection: fTh "C i/ e {;f C. - 1 r c.. Address: Suite #: gig( A Contact Pers Special Instructions: • Phone No.: Needs Shift Inspection : - - Sprinklers: Fire Alarm: Hood & Duct: Monitor: _ Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER proved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Word /Inspection Record Form.Doc 1/13/06 D -09_ 07,. PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206- 575-4407 n Corrections required prior to approval. COMMENTS: SP- ok v L- f Inspector: Date: g /s. / • Hrs.: / V $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from e City of Tukwila Finance Department. Call to schedule a reinspection. T.-f . form F.P. 113 Project: - / ) a Type of Inspection: -A /Se Address: / ? (/ d Suite #: j q 0 _1 -4 S Contact Person: Special Instructions: Occupancy Type: Phone No.: Needs Shift Inspection: Sprinklers: Are Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: - Occupancy Type: 1 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 n Approved per applicable codes. COMMENTS: tf hoe sire)L -I.%) - to Oa 1_, OWel- 0 4 I Inspector: /z/ Date: A i/ h, 7 I Hrs.: . ` i $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from t he City of Tukwila Finance Department. Call to schedule a reinspection. . Word /Inspection Record Form.Doc 1/13/06 V.,.. ... _ , Corrections required prior to approval. T.F.D. Form F.P. 113 TODD MATISON 631 STRANDER BL STE G TUKWILA WA 98188 RE: Permit No. D09 -072 14240 INTERURBAN AV S TUKW Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and /or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 01/30/2010. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period. Sincerely, -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and /or receive an extension prior to 01/30/2010, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Bill Rambo Permit Technician File: Permit File No. D09 -072 13 ' LL Jim Haggerton, Mayor Department of Community ' evelopment Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 o Phone: 206 - 431 -3670 o Fax: 206 - 431 -3665 David McPherson - MITEL TI inside the fairway center @ 14240 Interurban Ave S D09 -071 From: Joanna Spencer To: David McPherson Date: 05/13/2009 1:10 PM Subject: MITEL TI inside the fairway center @ 14240 Interurban Ave S D09 -071 Dave, Here is e-mail from shops. They don't have any backflow deficiencies. Joanna »> Bryan Still 05/08/2009 1:56 PM »> Hi Joanna, They are current on fire dcda, irrigation dcva, RPPA domestic. AMR o.k. They are due for annual test June 2009. Thanks Bryan »> Joanna Spencer 05/07/2009 3:16 PM »> Bryan, Are they current on their backflows ? Thanks, Joanna • • Page 1 of 1 file: / /C:\ Documents %20and %20Settings\David.TUKWILA \Local %20Settings \Temp\XP... 05/13/2009 ACTIVITY NUMBER: D09 -072 DATE: 05 -06 -09 PROJECT NAME: MITEL SITE ADDRESS: 14240 INTERURBAN AVE S X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: A'C OS'1 Building Division Public Works DETERMINATION O COMPLETENESS: (Tues., Thurs.) Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES /THURS RO TING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2-28-02 "ENT COM If • PLAN REVIEW /ROUTING SLIP 1!, �I I KVG off ° O'0 Fire Prevention Structural Incomplete Approved Approved with Conditions Notation: REVIEWER'S INITIALS: Tanning Division Permit Coordinator DUE DATE: 05-12 -09 Not Applicable No further Review Required DATE: DUE DATE: 06-09-09 DATE: Not Approved (attach comments) n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status BOYCEC "088Q0 BOYCE CONSTRUCTION CONSTRUCTION CONTRACTOR GENERAL UNUSED 11/20/1992 11 /18/1994 ARCHIVED MBCON**095PS M B CONSTRUCTION CONSTRUCTION CONTRACTOR GENERAL UNUSED 10/10/1991 10/4/1992 ARCHIVED Name Role Effective Date Expiration Date BOWELL, ROBERT Cancel Date 01/01/1980 Bond Amount BOWELL, SHERI 4 01/01/1980 178017C Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 4 DEVELOPERS SURETY & INDEM CO 178017C 11/18/2001 Until Cancelled $12,000.00 12/07/2001 3 DEVELOPERS SURETY & 178017C 12/29/200011/18 /2001 $6,000.00 08/17/2001 Untitled Page General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name Phone Address Suite /Apt. City State Zip County Business Type Parent Company BOYCE CONSTRUCTION INC 2062648085 270 S HANFORD ST 109 SEATTLE WA 98134 KING Corporation UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Specialty 1 Specialty 2 601538339 ACTIVE BOYCECI066QQ CONSTRUCTION CONTRACTOR 11/18/1994 1/9/2010 GENERAL UNUSED Other Associated Licenses Business Owner Information Bond Information • https://fortress.wa.gov/lni/bbip/Detail.aspx • Page 1 of 2 07/14/2009 U z • FairwayCenter 14240 Interurban Ave. S Building B - Suite 148 Tukwila, WA 98168 Site Plan Scale: 1" = 60' SEPARATE PERMIT REQUIRED FOR: Mechanical Electrical Plumbing Gas Piping City of Tukwila BUILDING DIVISION REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. • • Etc • • • . ►vt6._ - - -TU:6K 1'.. L: . 4 .. Acvll_ tzsi .14T, 4i` SITE Electrical UNDER SEPARATE PERMIT Mechanical UNDER SEPARATE PERMIT Plumbing UNDER SEPARATE PERMIT Fire Protection UNDER SEPARATE PERMIT Sinage UNDER SEPARATE PERMIT JAN 30 Z01U REVIEWED FOR CODE COMPLIANCE APPROVED MAY 18 2009 FIT City of 1ikwila BUILDING DIVISION FILE COPY Permit No. W 1' Plan review approval is subject to errors and omissions. Approval of construction Lion documents does not authorize the violation of any adopted code or ordinance. Receipt of approved is acknowledged: BY D City Ofllikwila BUILDING DMSION Drawing Index: I -0.0 I -0.1 I —CS -1 1 -3.1 1 -4.1 I -9.1 Code Information: PROJECT ADDRESS: FAIRWAY CENTER 14240 INTERURBAN AVE. S BUILDING B — SUITE 148 TUKWILA, WA 98168 CONSTRUCTION TYPE: TYPE — VB, FULLY SPRINKLERED ZONE: CB COMMERCIAL BUSINESS OCCUPANCY: B BUSINESS TENANT SQUARE FOOTAGE: (area of work) 2,100 SF ELECTRICAL, MECHANICAL, PLUMBING, FIRE & SINAGE PERMITS TO BE DEFERRED SUBMITTAL. PROJECT DESCRIPTION: DEMOLITION OF EXISTING INTERIOR WALLS. CONSTRUCTION OF NEW INTERIOR WALLS. BUILDING AREA: TOTAL AREA = 63,063 SF Legal Description: TAX PARCEL #: 336590188106 HILLMANS SEATTLE GARDEN TRS POR OF LOT 1 & ALL OF LOTS 2 THRU 7 & POR ADJ IN SE 1/4 OF SECTION 14 -23 -04 DAF — BEG SE COR OF SAID LOT 7 TH NLY ALG ELY LN 315 FT TO LFT BANK OF DUWAMISH RIVER AS ORIGINALLY 'PLATTED TH CONTG ON NLY PROD OF SD ELY 220 FT M/L TO LFT BANK AS EXISTED UNDER SUPERIOR COURT CAUSE NO 81 -2- 05910 -4 TH WLY ALG SD BANK TO AN INTSN WITH NELY PROD OF SELY LN OF NWLY 72 FT OF SD LOT 1 TH SWLY ALG SD LN PROD 200 FT M/L TO LFT BANK OF DUWAMISH RIVER AS PLATTED IN ORIGINAL PLAT TH CONTG IN SWLY DIRECTION ALG SELY LN OF NWLY 72 FT OF SD LOT 1 DISTANCE OF 55 FT M/L TO SWLY LN OF SD LOT 1 TH SELY ALG SD LN TO INTSN WITH N MGN OF S 143RD ST FIRST AVE TH ELY ALG SD MGN TO TPOB —TGW POR FOSTER JOSEPH DC #39 BEING POR OF ABANDONED PUGET SOUND ELECTRIC RR R/W IN THE SW 1/4 OF SE 1/4 OF SD SEC 14 SD RR R/W BOUNDED ON NE BY MAULE AVE ON SW BY A LN 20 FT NE OF & PLT NELY MGN OF SR 181 UNDER REC #8905231113 ON THE SE BY R/W #5 & ON THE NW BY R/W #6 BOTH R/W DEFINED IN QCD AUD FILE # 6557639 — TGW VAC MAULE AVE ADJ Vicinity Map: Project Team: Property Manager: CBRE 631 STRANDER BLVD., SUITE G TUKWILA, WA 98188 PH: 206 - 575 -0765 CONTACT: TODD MATTSON todd.mattson ©cbre.com Tenant: MITEL 13925 INTERURBAN AVE S SEATTLE, WA 98168 PH: 206 - 812 -7060 CONTACT: ALLAN SCOZZAFAVE allan_scozzafave ®inter — tel.com COVER SHEET & SITE PLAN GENERAL NOTES & SYMBOLS EXIT PLAN & CODE SUMMARY DEMOLITION AND FLOOR PLANS REFLECTED CEILING AND FINISH PLANS CONSTRUCTION DETAILS AND ELEVATION Architect: JAN 30 MO 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 2005 NATIONAL 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 Fairway Center 14240 Interurban Ave. S Building b Tukwila, WA 98168 JPC ARCHITECTS, PLLC 601 108TH AVE NE, SUITE 2250 BELLEVUE, WA 98004 PH: 425 - 641 -9200 FAX: 425 - 637 -8200 FIRST CONTACT: ANN DERR annd @jpcarchitects.com SECOND CONTACT: Sarah Lovsey sarahl ©jpcarchitects.com JAN 3 2010 RECEIVED MAY 06 2009 PERMIT CENTER Doi - O72 JPC Design Drawn Checked Date JPC Project No. R MITEL Fairway Center 14240 Interurban Ave. S Building B - Suite 148 Tukwila, WA 98168 601 108th Ave N - Suite 2250 Bellevue, WA 980 1201 Westem Ave - Su : 450 Seattle, WA 98101 tel [425] 641 -9200, fax [42 k637 -8200 Design Team JPC SL JS 09 -24 -08 08- 100 -0559 No. Date Description 05/04/09 PERMIT ISSUE HITECTS Revisions Registration Keyplan Sheet Title Cover Sheet & Site Plan 1-0.0 © 2009, JPC Architects, PLLC 0 N 0 cn is 3 1 Abbreviations: A/C AIR CONDITIONING ACT ACOUSTICAL CEILING TILE AFF ABOVE FINISH FLOOR ALT. ALTERNATE APPROX. APPROXIMATE BD BLDG BU< BLKG BOT B/S BU CAB CLG CLR COL CONC CONS CONT CORR CPT CT CTR DEMO DTL DF 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 JAN JT KIT LAM LAV LH MAX MECH MTL MEZ MFR MIN MISC MTD 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 SS STL STOR STRUC SUSP TEL TEMP TFTI THK THRESH TV TYP VCT VEN VERT VESTI VFY VWC w WI W/O WT 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 INSULATION 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 RESILIENT BASE RESILIENT 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 UNFIN UNFINISHED UNO UNLESS NOTED OTHERWISE 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 SITE 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 PUT 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, RELITES 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 COMPLIANCE WITH REFERENCED STANDARDS, OR BY PERFORMANCE SPECIFICATIONS. FOR ITEMS 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 AUDIBILITY. 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 SHOWING 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' -0" HT. 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 (MDD) 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: 1 2306 CEIBD ROOM NUMBER REFERENCE DOOR NUMBER REFERENCE. REVISION REFERENCE INTERIOR ELEVATION SYMBOL DETAIL REFERENCE BUBBLE JOB NORTH © REFERENCE KEY (REFER TO SHEET /KEY NOTES) Demolition Notes: 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. 0 JAN 30 2010 Electrical Notes: 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. 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. 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. 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. 13. 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.O. 14. ELECTRICAL SWITCH AND OUTLET COVER PLATES, SURFACE HARDWARE, ETC. SHALL BE INSTALLED AFTER PAINTING AND /OR APPLICATION OF WALLCOVERINGS & CARPET SPECIFIED. 15. POWER /DATA /TELEPHONE REQUIREMENTS FOR OPEN OFFICE WORKSTATIONS TO BE PROVIDED WITH FURNITURE INSTALLATION DRAWINGS -BY OTHERS. 16. THE FURNITURE ELECTRICAL IS AN 8 -WIRE SYSTEM. ALL ELECTRICAL FEEDS TO ANY OF THE PRODUCT MUST BE IN AN 8 -WIRE CONFIGURATION. 17. "H" INDICATES THAT AN OUTLET SHALL BE MOUNTED HORIZONTALLY. 18. 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. OUTLET FINISHES: ISOLATED GROUND- GRAY UPS- ORANGE ALL OTHERS- MATCH BUILDING STANDARD SWITCH FINISH: MATCH BUILDING STANDARD COVERPLATE FINISH: MATCH BUILDING STANDARD (INCLUDES ALL COVERPLATES -POWER /VOICE /DATA) 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 i" MAXIMUM IN HEIGHT. PER ICC /ANSI A117.1 -2003 SECTION 404.2.4. 6. ICC /ANSI A117.1 -2003 SECTION 404.2.6. DOOR HARDWARE. HANDLES, PULLS, LATCHES, LOCKS & OTHER OPERABLE PARTS ON ACCESSIBLE 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. 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. 9. ENTRANCE DOORS IN THE BUILDINGS WITH OCCUPANCY IN GROUP A, B, E OR M SHALL NOT BE SECURED FROM THE EGRESS SIDE DURING PERIODS THAT THE BUILDING IS OPEN TO THE GENERAL PUBLIC. Reflected Ceiling Notes: 1. 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 CEILING 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. NOT USED. 14. ALL EXITING LIGHTS AND EGRESS LIGHTING LOCATIONS SHALL BE DETERMINED BY BUILDING AND FIRE INSPECTOR'S FIELD PLACEMENT DETERMINATION. 15. 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. REVIEWED FOR CODE COMPLIANCE APPROVED MAY 18 2009 City of Tukwila BUILDING DIVISIQAI Finish Notes: 1. ALL AREAS TO RECEIVE CARPET AND BASE AS SCHEDULED U.N.O. 2. ALL AREAS TO RECEIVE RB -1 U.N.O. 3. ALL WALLS & PARTITIONS TO RECEIVE P -1 U.N.O. 4. PREP ALL EXISTING FLOOR SURFACES TO RECEIVE NEW FINISHES AS SCHEDULED. 5. 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 PUBLIC 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. 11. 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. 10- 07 2 RECEIVEP MAY Dg 2009 PERMIT CENTEF JPC Design Drawn Checked Date JPC Project No. 601 108th Ave N - Suite 2250 Bellevue, WA 980 1201 Westem Ave - Su : 450 Seattle, WA 98101 tel [425[641-9200, fax [42 1 637 -8200 MITEL Fairway Center 14240 Interurban Ave. S Building B - Suite 148 Tukwila, WA 98168 Design Team JPC SL JS 09 -24 -08 08- 100 -0559 Revisions No. Date Description 05/04/09 PERMIT ISSUE HITECTS Registration Keyplan Sheet Title General Notes & Symbols Sheet No. I -0.1 © 2009, JPC Architects, PLLC TOTAL EXIT TRAVEL DISTANCE: 117 -1 -1 /2' U Z a "COMMON PATH OF EGRESS TRAVEL" IS LESS THAN 75' -0" (75' -0" FOR NO QUICK RESPONSE OR NON SPRINKLERED) AS ALLOWED FOR SPRINKLERED BUILDINGS, PER 2006 IBC 1014.3, EXCEPTION #1. 4- "TOTAL EXIT ACCESS TRAVEL DISTANCE" IS LESS THAN 200' -0" (200' -0" FOR NO QUICK RESPONSE OR NON SPRINKLERED) AS ALLOWED FOR SPRINKLERED BUILDINGS WITH QUICK RESPONSE HEADS. DENOTES NUMBER OF OCCUPANTS 167 TOTAL OCCUPANTS IN SUITE: 167/4 = 41.75 PER EXIT. EGRESS EXIT WIDTH: PER IBC SECTION 1005.1: 41.75 X 0.2 = 8.35" MINIMUM EXIT WIDTH. ACTUAL PROVIDED: (2) 36" DOOR AT SOUTH SIDE. (1) 36" DOORS AT SOUTH WEST SIDE. X09 -07 RECEIVED MAY 06 2009 PERMIT CENTEF MITEL Fairway Center 14240 Interurban Ave. S Building B - Suite 148 Tukwila, WA 98168 HITECTS 601108th Ave N - Suite 2250 Bellevue, WA 980 1201 Westem Ave - Su : 450 Seattle, WA 98101 tel [425] 641 -9200, fax [42 637 -8200 Design Team Design Drawn Checked Date JPC Project No. JPC SL JS 09 -24 -08 08 -100 -0559 Revisions No. Date Description 05/04/09 PERMIT ISSUE Registration Keyplan Sheet Title Exit Plan & Code Summary Sheet No. -CS -1 © 2009, JPC Architects, PLLC N 0 oD 0 a ♦♦ SCOPE OF WORK • 2,070 USF - -/ ♦ Scale: 1/8 " =1' -0" 0 Demolition Plan S. • • • • • • • • • i • S. % 1 . 4 , i Demolition Key Notes: O REMOVE EXISTING DOOR AND REUSE IF APPLICABLE. O REMOVE EXISTING EXTERIOR GLAZING FOR NEW EXTERIOR STOREFRONT DOOR, REFER TO FLOOR PLAN. O REMOVE AND RELOCATE EXISTING WALL — MOUNTED HVAC UNIT TO NEW EQUIPMENT ROOM, REFER TO FLOOR PLAN. CLEAN AND PREP WALL AS REQUIRED FOR NEW PAINT FINISH. ® DEMOLISH ALL EXISTING FINISH FLOORING AND BASE, UNLESS OTHERWISE INDICATED. PATCH AND REPAIR AFFECTED SUBSTRATE AS REQUIRED FOR INSTALLATION OF NEW FINISH FLOORING AND BASE MATERIALS. REFER TO FINISH PLAN. O PULL EXISTING CABLE TO ABOVE CEILING GRID. REMOVE PLYWOOD AT WALL., REPAIR AND PREP WALL AS REQUIRED FOR NEW CASEWORK AND PAINT. DEMOLISH EXISTING JUNCTION BOX FOR PREVIOUS TENANT'S FURNITURE. Demolition Partition Legend: EXISTING PARTITION /CONSTRUCTION TO REMAIN EXISTING DOOR /PARTITION TO BE REMOVED 4 • • SCOPE OF WORK • 2,070 USF - --/ S Floor Plan Scale: 1/8 " =1' -0" MEANS OF EGRESS ILLUMINATION IBC 1006.1 Illumination required. The means of egress, including the exit discharge, shal be illuminated at all times the building space served by the means of egress is occupied. IBC 1006.2 Illumination level. The means of egress illumination level shall not be less t an 1 foot - candle at the walking level. IBC 1006.3 Illumination emergency power. The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of power supply failure, an emergency electrical system shall automatically illuminate the following areas: 1. Aisles and unenclosed stairways of rooms that require two or more means of egress. 2. Corridors, exit enclosures and exit passageways.. 3. Exterior egress components... 4. Interior exit discharge elements... 5. Exterior landings...for exit discharge doorways... m Symbols Legend: F.E.C. BUILDING STANDARD FIRE EXTINGUISHER CABINET (OR SPEC) =g) DUPLEX RECEPTACLE DEDICATED DUPLEX RECEPTACLE GFI DUPLEX RECEPTACLE FOURPLEX RECEPTACLE DEDICATED FOURPLEX RECEPTACLE —® SPECIAL RECEPTACLE O CORE DRILL 0 J —BOX FOR TENANT PROVIDED SYSTEMS FURNITURE. POyUER POLE Q VOICE /DATA RECEPTACLE. CONTRACTOR TO PROVIDE MUD RING AND PULL STRING PR IXIMITY CARD READER ®-- WA L TAG NO DESIG ATION = EXISTING N = NEW & /OR RELOCATED (COORDINATE RELOCATED ITEMS W /ARCHITECT) D = DEMOLISH ♦, i i i , i • V Floor Plan Key Notes: S. • • • • • • • ♦, O NEW STOREFRONT ENTRY DOOR TO MATCH EXISTING. O NEW FABRIC OVER FRAME AWNING AT ENTRY. O SLAB CUT LOCATION TO BE COORDINATED WITH TENANT. ® RELOCATED WALL —HUNG HVAC UNIT FOR PBX COOLING, ALLOW 3" CLEARANCE FROM EXISTING CEILING GRID. PROVIDE SWITCH AND DEDICATED DUPLEX AT 94" A.F.F. ® MULLION /PARTITION INTERSECTION. SEE DETAIL 4/1 -9.1 © PBX EQUIPMENT, TENANT TO PROVIDE AND INSTALL. O EXISTING POWER TO REMAIN IN THIS SPACE, U.N.O. ® PROVIDE WALL — MOUNTED EMERGENCY LIGHTING TO MEET FOOTCANDLE REQUIREMENTS PER CODE, MATCH EMERGENCY FIXTURE IN EXISTING SUITE. Floor Plan Partition Legend: EXISTING PARTITION /CONSTRUCTION TO REMAIN EXISTING SHELL & CORE WALLS GRID HEIGHT PARTITION. REFER TO DETAIL 2/1 -9.1. JAN 3 0 2010 REVIEWED FO CODE CO � AP PROVED MAY 18 2009 City of Tukwila BUILDING DIVISInnr ED ,%5 O9O72 RECEIVED MAY 06 2009 PERMIT CENTER JPC Design Drawn Checked Date JPC Project No. 601 108th Ave N - Suite 2250 Bellevue, WA 980 1201 Western Ave - Su : 450 Seattle, WA 98101 tel [425] 641 -9200, fax [42 637 -8200 MITEL Fairway Center 14240 Interurban Ave. S Building B - Suite 148 Tukwila, WA 98168 Design Team JPC SL JS 09 -24 -08 08- 100 -0559 Revisions No. Date Description 05/04/09 PERMIT ISSUE HITECTS Registration Keyplan Sheet Title Demolition & Floor Plans Sheet No. I -3.1 © 2009, JPC Architects, PLLC Lighting Power Budget WATTS PER SF ALLOWABLE WATTAGE PER SF TYPE F -1 F -2 F -3 WATTS/ FIXTURE TOTAL ALLOWED WATTS TOTAL WATTS Reflected Ceiling Plan Notes: ® EXISTING BUILDING STANDARD SUSPENDED CEILING GRID AND ACOUSTICAL TILE SYSTEM. REPLACE ALL DAMAGED AND /OR STAINED TILE WITHIN SCOPE OF WORK. 2 PROVIDE JUNCTION BOX ABOVE EXISTING GRID SYSTEM FOR NEW 2100 WORKSTATIONS. GC TO COORDINATE LOCATION WITH FURNITURE INSTALLERS. O3 REPAIR AND /OR REPLACE ANY DAMAGED LIGHT FIXTURES. ® PROVIDE CEILING POWER AND BRACING AS REQUIRED FOR TENANT SUPPLIED PROJECTOR. COORDINATE LOCATION WITH TENANT. Symbols Legend TYPE SYMBOL MFG. SWITCH 3WAY SWITCH DESCRIPTION BLDG STD EXIT LIGHT EXTG BLDG STD 2x4 SUSP. CEILING GRID & TILE NEW BLDG STD 2x4 CEILING TILE IN EXISTING GRID BLDG STD 2x4 FLU. LIGHT FIXTURE, 2 -T8 WW LAMPS BLDG STD 2x2 FLU. LIGHT FIXTURE, 2 -T8 WW LAMPS BLDG STD RECESSED, FLU. WALL WASHER FIXTURE, 2 -13W QUAD LAMPS NO DESIGNATION = EXISTING N = NEW & /OR RELOCATED (COORDINATE RELOCATED ITEMS W /ARCHITECT) D = DEMOLISH Finish Specifications FLOORING PT TYPICAL FLOORING, U.N.O. MFR: SHAW STYLE NAME: REFLECTIONS STYLE NO: 59057 COLOR NO: 58900 COLOR NAME: MISTY DAWN INSTALLATION: 1/4 TURN VINYL COMPOSITION TILE MFR: ARMSTRONG STYLE: IMPERIAL TEXTURE STANDARD EXCELON COLOR NAME: EARTHSTONE GREIGE COLOR NO: 51804 VINYL COMPOSITION TILE MFR: ARMSTRONG STYLE: IMPERIAL TEXTURE STANDARD EXCELON COLOR NAME: CLASSIC BLACK COLOR NO: 51910 TYPICAL BASE, U.N.O. MFR: ROPPE COLOR NAME: FAWN COLOR NO: P140 PROFILE: 4 "H COVE BASE, CONTINOUS ROLL GENERAL WALL PAINT (TYPICAL U.N.O.) MFR: TBD COLOR NAME: TBD COLOR NO: TBD SHEEN: EGGSHELL, SEMI -GLOSS 0 WET AREAS PBX /EQUIPMENT ROOM PAINT MFR: TBD COLOR NAME: BLACK COLOR NO: TBD SHEEN: EGGSHELL, SEMI -GLOSS ® WET AREAS LOCATION: PBX /EQUIPMENT ROOM CONFERENCE ROOM • • • • • • • �., • • / • • • • • • • • • • • • CASE WORK PLASTIC LAMINATE MFR: WILSONART COLOR NAME: CANYON ZEPHYR COLOR NO: 4842 -60 LOCATION: COUNTERTOP /BACKSPLASH PLASTIC LAMINATE MFR: WILSONART COLOR NAME: ASIAN NIGHT COLOR NO: 7949 -38 LOCATION: CABINETS REVIEWED FOR CODE COMPLIANCE APPROV MAY 8 2009 BUILDING City of Tukwila DIVIRohl 601 108th Ave N Bellevue, WA 980 1201 Western Ave - Su Seattle, WA 98101 tel [425] 641 -9200, fax [42 U ‹ ,-N• / * / vo SCOPE OF WORK • \ ,40 • *■ • • • • \ • • 2,070 USF - --' Reflected Ceiling Plan Scale: 1 /8 " =1' -0" • • SCOPE OF WORK • 2,070 USF - --/ O r41111 4 1 1) Finish Plan Scale: 1/8 " =1' -0" ee ee ♦ ♦ EX 1 ED JAN 3Q Z010 9O7 2.. RECEIVED MAY 06 2009 PERMIT CENTER MITEL Fairway Center 14240 Interurban Ave. S Building B - Suite 148 Tukwila, WA 98168 Design Team Design Drawn Checked Date JPC Project No. JPC SL JS 09 -24 -08 08 -100 -0559 No. Date Description 05/04/09 PERMIT ISSUE HITECTS - Suite 2250 450 Revisions Registration Keyplan Sheet Title Reflected Ceiling & Finish Plans 1-4.1 © 2009, JPC Architects, PLLC 637 -8200 Sheet No. WALL TYPE WALL HT. STUD SIZE STUD GAUGE STUD SPACING ALL TH W I C KNESS INSULATION UL D FIRE E RATING/ N NO. COMMENTS W ALL CEILING A 8' - 10" 3 5/8" 25 GAUGE 24" O.C. 4 3/4" - - - REF. 3/1 -9.1 FOR BRACING \ a i r i r I ti r V Y r / f a Cj r, r' 1 I • _ ' 8 , • , C 44 p 1. ,Z,/ STAN STUD WIDTH 2 1/2" 3 5/8" 4" 6" DARD GAGE STUD SPACING 16" 24" 16" 24" 16" 24" 16" 24" (25) STUDS ONE LAYER EACH SIDE 12' -0" 1 O' -6" 15' -8" 13' -4" 16' -10" 13' -11" 19' -4" 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" 25' -7" 21'-11" NOTES: - ASSUMED ALLOWABLE DEFLECTION = L/240 - PROVIDE STUD BRIDGING AS REQUIRED BY GOVERNING CODES AND REGULATIONS Drywall Studs Limiting Heights 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' -0" 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 LATER AL BRACING CLUSTER AND SUSPENSION WIRE Ceiling Bracing Diagram Scale: NTS PLAM AT ALL EXPOSED EXTERIOR SURFACES TYPICAL 3/4" ADJUSTABLE SHELF ON 2" O.C. SHELF CLIPS 3" WIRE PULLS PROVIDE BLOCKING BEHIND CABINET AND IN WALL AS REQUIRED NOTE NO. 1 / NOTE NO. 2 ' ✓ NOTE NO. 1 MAIN RUNNER, �1� HEAVY DUTY 2 MAX TYP 45 'MAX.TYP. 0 0000 RUNNER ENDS AT OPPOSI TE WALLS " TO FLOAT FREE CROSS 'T' ON PERIMETER ANGLE. PROVIDE 3/4" CLEARANCE BETWEEN ENDS OF GRID & WALL. Upper Cabinet Scale: 1"=1'-0" Scale: 3/8"=r-0" COMPOSITE DESIGN FOR STEEL STUD PARTITIONS 1 0 O 0 0 O 0 O 0 . 0 O 0 0 0 O 0 Elevation @ PBX Room 0 w 3 TURN WITHI 0 W C 0 I Co 6' -0" 1/4" TEMPERED GLASS 9' -8" 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. Grid Ht. Partition BUILDING STANDARD FIRE EXTINGUISHER CABINET WHEN LOCATED AT COLUMNS, CABINET AND SIGNAGE TO BE CENTERED ON COLUMN ENCLOSURE. TYPICAL, U.N.O. Scale: NTS Scale: , ^ =,' —o Scale: 1 " =1' -0" n Base Cabinet LL tn SHIM AS REQ'D, SECURE TO GRID INSULATION TO EXTEND 2' -0" BEYOND EACH SIDE OF WALL AS NOTED BELOW CEILING AS SPECIFIED PAINT REVEAL FLAT BLACK OR TAPED BLACK TION AS NOTED BELOW ONE LAYER 5 EACH SIDE OF WALL MTL. STUDS - WIDTH, GA. & BELOW CONT. MTL. RUNNER MECHANICALLY FAST SUBFLOOR. SPACING AND EMBED DEPTH PER GOVERNING CODE . & REGULATIONS. SPECIFIED BASE FINISHED FLOOR 1/8" FOAM TAPE ELEC. OUTLET TEL. OUTLET c. Co 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. Typical Mounting Heights N N N) 2' -1 1/4" 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 F. —r i CING AS NOTED *SB =SOUND ATTENUATION BATTS FR =ARE RESISTIVE MELAMINE AT ALL CABINET INTERIORS TYPICAL 3/4" ADJUSTABLE SHELF ON 2 O.C. SHELF CLIPS / m BASE AS SCHEDULED AT TOE KICK TO 2 -3/4" - " - ' - VERIFY W/ 1,1 HARDWARE in SCHEDULE w EE PROVIDE BLOCKING BEHIND CABINET AND IN WALL AS REQUIRED PROVIDE BLOCKING BEHIND CABINET AND IN WALL AS REQUIRED LIGHT SWITCH DOTTED INE INDICATES OCATIO OF LARGER LATE FOR GANGED SWITCHES \ NOTE: HEIGHTS ARE AS NOTED UNLESS DIRECTED BY B/S TO BE DIFFERENT in ACT CEILING LINE OF CEIL. GRID METAL EDGE TRIM BLOCK SPACER ABOVE Sc BELOW GRID AT POINT OF CONNECTION (RUN RID THROUGH) AC AT SOU r ' RTITIONS ONLY / nuunnumni P I`I 16 4 . 4 \I P! 11111111116L d MIN TILE CAL BATTS 0 1 4 Partition Bracing Detail Scale: 3 " =1' -0" 6" HC CLEAR Scale: 1"=1'-0" 2' -1 1/4" Base Cabinet @ Sink EXIST. STRUC. FLOOR ATTACH CROSS BRACING TO FLOOR DECK W/ RAMSET FASTENERS, TYP. RESTORE ALL DAMAGED FIRE- PROOFING TO ORIG. FIRE RATING CROSS BRACING AT 8' -0" O.C. STAGGERED 3 1 /2" x 25 GA. STEEL STUDS - ATTACH W/ (3) #6 SHT MTL SCREWS ATTACH CROSS BRACING THRU SPACER TO RUNNER W / #6 SHT MTL SCREW 5/8" GWB EACH SIDE OF 25 . METAL STUDS ® 24" •. Ce;/i, S ha (( rtas+' tb2 cri+act e 1 o (f par boor P -LAM COUNTERTOP & BACKSPLASH PROVIDE BLKG AT LOCATIONS SHOWN LOW PROFILE STAINLESS STEEL SINK INSULATED EXPOSED DRAIN PIPING HATCHED AREA INDICATES B.F. CLEARANCES REQD. CABINET INTERIORS AT SINK SECTION ONLY TO BE P -LAM SCHED. BASE Scale: 3 " =1' -0" l 1 3' -7" Scale: 3/8 " =1' -0" Scale: 3/8 " =1' -0" Typical Mullion /Partition Intersection I. \ / 3' - -0" 10' -7" S o Elevation Break Room O 0 DO NOT SECURE PARTITION TO GLAZING SYSTEM, ATTACH AT WALL ABOVE AND BELOW GLAZING BOX STUD TO CONFORM TO SITE CONDITIONS LINE OF SILL (VARIES PER SITE CONDITION) MTL. STUD ATTACHED TO VERTICAL MULLION W/ DOUBLE SIDED (STICKY) FOAM TAPE City of Tukwila BUILDING DIVIRInki MW REVIEWED FOR CODE COMPLIANCE APPROVED MAY 18 2009 2' -O" ,. 2' -0" . EXPI JAN 3 0 2010 b 7 PROVIDE P -LAM UPPER CABINETS W/ (1) ADJUSTABLE SHELF. (PL2) P-LAM COUNTER TOP AND BACKSPLASH (PL1) PROVIDE P -LAM LOWER CABINETS W/ (1) ADJUSTABLE SHELF. (PL2) SCHEDULED BASE ED RECEIVED MAY ,0 6 2009 PERMIT CENTER Fairway Center 14240 Interurban Ave. S Building B - Suite 148 Tukwila, WA 98168 Design Team Design Drawn Checked Date JPC JPC Project No. R HITECTS 601 108th Ave N - Suite 2250 Bellevue, WA 980 1201 Western Ave - Su = 450 Seattle, WA 98101 tel [4251641-9200, fax [421 637 -8200 MITEL JPC SL JS 09 -24 -08 08 -100 -0559 Revisions No. Date Description 05/04/09 PERMIT ISSUE Registration Keyplan Sheet Title Construction Details & Elevation Sheet No. I -9.1 © 2009, JPC Architects, PLLC REFER TO ELEVATION