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Permit D08-403 - KING COUNTY METRO - COMPONENT SUPPLY & SOUTH BASE
METRO COMPONENT SUPPLY & SOUTH BASE 1200 EAST MARGINAL WAY S EXPIRED OS -23 -09 D08 -403 Parcel No.: 7340600421 Address: 12000 EAST MARGINAL WY S TUKW Suite No: City.f Tukwila 0 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Tenant: Name: METRO COMPONENT SUPPLY & SOUTH BASE Address: 12000 EAST MARGINAL WAY S , TUKWILA WA Owner: Name: KING COUNTY Address: 500 K C ADMIN BLDG , SEATTLE WA 98104 Phone: Contractor: Name: RCNW Address: PO BOX 188 , RENTON, WA 98057 Phone: (425)254 -9999 Contractor License No: RCNW *CN978L6 doc: IBC -10/06 DEVELOPMENT PERMIT Contact Person: Name: GERRIE JACKSON Address: 201 S JACKSON ST KSC -TR -0431 , SEATTLE WA 98104 Phone: 206 - 684 -1334 DESCRIPTION OF WORK: REMODEL AND EXPAND CHIEF'S OFFICE. REMOVE EXISTING WINDOWS .AND CMU, PARTITION WALLS, DOORS AND CASEWORK, SUSPENDED CEILING TILE, PORTIONS OF FLOOR TILE, A/C WALL UNIT. INSTALL METAL STUD WALLS, INSULATION, GWB, WINDOWS, DOORS AND FINISHES, REPAIR ROOF, CEILING TILE, FIRE SPRINKLERS, ROOF MOUNTED COMPRESSOR, LIGHTS AND ELECTRICAL Value of Construction: $66,210.00 Fees Collected: $1,621.50 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2006 Type of Construction: II-B Occupancy per IBC: 0008 * *continued on next page ** Permit Number: D08 -403 Issue Date: 09/02/2008 Permit Expires On: 03/01/2009 Expiration Date: 06/26/2009 D08 -403 Printed: 09 -02 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N 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 Permit Number: D08 - 403 Issue Date: 09/02/2008 Permit Expires On: 03/01/2009 Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or th performance of work. I am authorized to sign and obtain this development permit. Signature: Print Name: �yF /c ,,xey 0A/ Date: ` e Date: l - 02 — F 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. doc: IBC -10/06 008 -403 Printed: 09 -02 -2008 Parcel No.: 7340600421 Address: Suite No: Tenant: 12000 EAST MARGINAL WY S TUKW METRO COMPONENT SUPPLY & SOUTH BASE 1: ** *BUILDING DEPARTMENT CONDITIONS * ** • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us PERMIT CONDITIONS to Permit Number: Status: Applied Date: Issue Date: D08 -403 ISSUED 08/15/2008 09/02/2008 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 6: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 7: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 8: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 9: 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. 10: 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. 11: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 12: 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. 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). doc: Cond -10/06 D08 -403 Printed: 09 -02 -2008 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 Building Official from requiring the correction of errors in the construction documents and other data. 16: ** *FIRE DEPARTMENT CONDmONS * ** • 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 0 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: Maintain fire extinguisher coverage throughout. 20: 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) 21: 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) 22: 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) 23: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 24: 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) 25: 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) 26: All new sprinkler systems and all modifications to existing sprinlder 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 sprinlder work shall commence without approved drawings. (City Ordinance #2050) 27: 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) 28: 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) 29: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 30: 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. 31: The Tukwila Fire Department has changed keybox manufacturers, from Supra to Knox. Install a fire department Knox doc: Cond -10/06 D08 -403 Printed: 09-02 -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 keybox. Contact the Tukwila Fire Prevention Office at 206 - 575 -4407 for ordering information. 0 32: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 33: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 34: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 35: These plans were reviewed by Inspector 511. 1f you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. * *continued on next page ** doc: Cond -10/06 D08 -403 Printed: 09 -02 -2008 a 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: doc: Cond -10/06 D08 -403 Date: ! — a Z ordinances governing or local laws regulating Printed: 09 -02 -2008 Company Nam- Mailing Address: Revised 9 -2006 bh CITY OF TUKWI Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.citukwila.wa.us Name: Gerrie Jackson Q Building Permit No. D - 03 Mechanical Permit'No. MOO- 20 7 Plumbing/Gas Permit No. Public Works Permit No. Project No. (For once 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 Site Address: 12000 East Marginal Way S King Co Assessor's Tax No.: 7340600421 Suite Number: Floor: Tenant Name: Metro Component Supply (a South Rage New Tenant: El Yes ®..No Property Owners Name: King C r un t y Met rte Mailing Address: 20 South..) J saga — - -KSC — - 0 141 Seattle, Wk 98104 CONTACT PERSON - who do we contact when your permit is ready to be issued Day Telephone: (206) 684 - 1334 Mailing Address: 201 S Jackson St SSC -TB -0431 Seattle, WA 98104 City State Zip E -Mail Address: gerrie.jackson@kingcnunty_goy Fax Number: (206) 684 -19 GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical ( . 4) for Plumbing and Gas Pi jug 5 )) oad Construction Northwest, Inc 2500 East Valley Road #C3 Renton WA 98057 cit state Zip Contact Person: Peter J. Kenney Day Telephone: (425) Contact Address: Fax Number: (425 ) 254 Expiration Date: Contractor Registration Number: RC NW * C N 9 7 8 L 6 ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Arai Jackson Ellison Murakami LLP Company Name: Mailing Address: 2300 7th Avenue Seattle WA 98121 cit Contact person: Ben Dayot (206) 5 323 -8800 p E - Mail Address: bdayot@araijackson.com FaxNumber: (206) 323 -8518 ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: CDT Engineers Mailing Address: 4200 194th Street SW Suite 200 Lynnwood WA 98036 City State Zip Contact Person: Jon Della Day Telephone: (425 ) 672-1071 E-Mail Address: Fax Number: Q:WppficatimraWama- Appliadioos On Lme13-2006 - PermitAppli,a6 ®_due Page 1 of 6 1 BUILDING PERMIT INFO R1 ION — 206 -431 -3670 Valuation of Project (contractor's bid price): $ $ 66,210 Existing Building Valuation: $ Scope of Work (please provide detailed information): Remodel and expand Chief's office Remove: existing windos and CMU; partition walls, doors & casework; suspended ceilingttile, portions of floor tile: AC wall unit Install: metal stud walls; insulation; GWB; windows; doors and niches, new roof; ceiling tile; fire sprinklers; roof mounted compressor Will the AV ack Raugqi_e9tFiyAl Q.. 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 ❑ No If `yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: [a 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 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q:MpplicationsWorma- Applications On r.ine\3 -2006 - Permit Applcation.doc Revised 9 - 2006 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1' Floor 382 197 II N B 2 22 Floor 3` Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck BUILDING PERMIT INFO R1 ION — 206 -431 -3670 Valuation of Project (contractor's bid price): $ $ 66,210 Existing Building Valuation: $ Scope of Work (please provide detailed information): Remodel and expand Chief's office Remove: existing windos and CMU; partition walls, doors & casework; suspended ceilingttile, portions of floor tile: AC wall unit Install: metal stud walls; insulation; GWB; windows; doors and niches, new roof; ceiling tile; fire sprinklers; roof mounted compressor Will the AV ack Raugqi_e9tFiyAl Q.. 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 ❑ No If `yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: [a 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 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q:MpplicationsWorma- Applications On r.ine\3 -2006 - Permit Applcation.doc Revised 9 - 2006 bh Page 2 of 6 PERMIT APPLICATION NOTES - Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 1053.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNE R AUTHORIZED AGENT: Signature: J� PrintName: Gerrie Jackson Date: Day Telephone: (206) 684 -1334 MailingAddress: 201 South Jackson St. KSC -TR -0431 Seattle. WA 98104 Cuy stare Date Application Expires: Date Application Accepted: - 0 s QMpplicntiansWanns- Applications On r.mal3 -2006 - Permit ApplimUon.doc Ravin.&: 9-2006 bb Staff Initials: Page 6 of 6 1 Receipt No.: R08 -03117 Payee: KING COUNTY ACCOUNT ITEM LIST: Description BUILDING - NONRES STATE BUILDING SURCHARGE City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us TRANSACTION LIST: Type Method Descriptio Amount Payment Check 4601 984.50 000/322.100 000/386.904 RECEIPT Parcel No.: 7340600421 Permit Number: D08 -403 Address: 12000 EAST MARGINAL WY S TUICW Status: APPROVED Suite No: Applied Date: 08/15/2008 Applicant: METRO COMPONENT SUPPLY & SOUTH BASE Issue Date: Initials: WER Payment Date: 09/02/2008 02:43 PM User ID: 1655 Balance: $0.00 Account Code Current Pmts Payment Amount: $984.50 980.00 4.50 Total: $984.50 doc: Receiot -06 Printed: 09 -02 -2008 Receipt No.: R08 -02963 Payee: KING COUNTY 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 Payment Check 4589 637.00 TRANSACTION LIST: Type Method Descriptio Amount RECEIPT Parcel No.: 7340600421 Permit Number: D08 -403 Address: 12000 EAST MARGINAL WY S TUKW Status: PENDING Suite No: Applied Date: 08/15/2008 Applicant: METRO COMPONET SUPPLY & SOUTH BASE Issue Date: Initials: WER Payment Date: 08/15/2008 11:28 AM User ID: 1655 Balance: $984.50 Account Code Current Pmts 000/345.830 637.00 Total: $637.00 Payment Amount: $637.00 08/15 7716 TOTAL 63740 doc: Receiot -06 Printed: 08-15 -2008 GERRIE JACKSON 201 S JACKSON ST KSC -TR -0431 SEATTLE WA 98104 RE: Permit No. D08 - 403 12000 EAST MARGINAL WY 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 08/23/2009. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and /or receive an extension prior to 08/23/2009, 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, j 4/L— Bill Rambo Permit Technician File: Permit File No. D08 -403 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 6300 .Snnthcenter Boulevard. Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 March 3, 2009 Dear Ms. Jackson, City of f Tukwila Department of Community Development Jack Pace, Director Gerrie Jackson King County Dept of Transportation 201 S Jackson St, M/S KSC -TR -0431 Seattle, WA 98104 -3856 RE: Request for Extensions Development Permit No. D08 -403 Mechanical Permit No. M08 -207 Metro Component & Supply (South Base) This letter is in response to your written request for an extension to Permit Numbers D08 -403 and M08 -207. The Building Official has reviewed your letter and considered your request to extend the above referenced permits. The City of Tukwila Building Division will be extending your permits an additional 180 days from the original date of expiration, August 28, 2009. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, ifer Marshall it Technician File: Permit Nos. D08 -403 & M08 -207 P:\Permit Center\Extension Letters\Permits\2008\D08 -403 Pemit Extension.doc jem Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 King County Department of Transportation Transit Division Design & Construction Section 201 South Jackson Street, M/S KSC -TR -0431 Seattle, WA 98104 -3856 Fax: (206) 684 -1900 February 26, 2009 Mr. Bob Benedicto Building Official City of Tukwila 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 -2544 South Base Component Supply Shop Chief's Office Remodel 12000 East Marginal Way South Permit Nos. D08 -403 and M08 -207 Dear Mr. Benedicto: By this letter King County Metro is requesting a 180 day extension of the above permits. Due to budget issues for Metro Transit, the project was put on hold. We hope that the authorization to move forward with construction will be given in the next few months. If you have any questions, please feel free to call me at (206) 684 -1334 or our Project Manager, Ken Madden at (206) 684- 1374. Gerrie Jackson, SR/WA Real Property Agent od1t 4/041 igo o3e2d`l 6x 7 >' o*f 6.41 61 / RECEIVED 0111 OF TUKWIL.A FEB 26 2009 outurr CENTER 02 -02 -2009 GERRIE JACKSON 201 S JACKSON ST KSC -TR -0431 SEATTLE WA 98104 RE: Permit No. D08 -403 12000 EAST MARGINAL WY S 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 03/01/2009 , 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 xc: Permit File No. D08 -403 City of Tu 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 DEPARTMENTS: fb. u I Division ublic Works • PERiVIi:1 COORD COPY PLAN ' EVIEW /ROUTING SLIP ACTIVITY NUMBER: D08 -403 DATE: 08 -15 -08 PROJECT NAME: METRO COMPONENT SUPPLY SITE ADDRESS: 12000 EAST MARGINAL WAY S X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued 5l� 605.90.01 Fire revention LA Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES/THURS ROUTING: Please Route n REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 Incomplete Structural Review Required APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DATE: DATE: 5M r• (k vvifit? b Planning Division ►_� ❑ Permit Coordinator DUE DATE: 08-19-08 Not Applicable ❑ No further Review Required Permit Center Use:Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ma x "' ., . 4:• a._ • • • LETTER OF COMPLETENESS MAILED: DUE DATE: 09 -16 -08 Not Approved (attach comments) ❑ Permit Center Use Only • *i "'. CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 EMPLOYERS MUTUAL CASUALTY CO 5311677 06/25/2003 Until Cancelled 06/26/2003 11/15/2005 $12,000.00 06/26/2003 Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 1 ALASKA NATIONAL INS CO 03FLS30854 06/24/2003 Until Cancelled 06/26/2003 11/15/2005 $2,000,000.00 06/26/2003 Name Role Effective Date Expiration Date KANYER, JEFFREY PRESIDENT 06/26/2003 KENNEY, PETER VICE PRESIDENT 06/26/2003 CHASE, TODD VICE PRESIDENT 06/26/2003 11/15/2005 Untitled Page General /Specialty Contractor A business registered as a construction contractor with Lai 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 RCNW UBI No. 602286010 Phone 4252549999 Status ACTIVE Address PO BOX 188 License No. RCNW*CN978L6 Suite /Apt. License Type CONSTRUCTION CONTRACTOR City RENTON Effective Date 6/26/2003 State WA Expiration Date 6/26/2009 Zip 98057 Suspend Date County KING Previous License MCCANTE979K3 Business Type CORPORATION Next License Parent Company Associated License Specialty 1 GENERAL Specialty 2 UNUSED Business Owner Information Bond Information Insurance Information • Page 1 of 1 https: / /fortress.wa. gov /lni/bbip/Detail. aspx ?License =RCNW *CN978L6 09/02/2008 King County CHIEFS Department of Transportat Trans't D'v's'on SEPARATE PERMIT REQUIRED FOR: 1 Mechanical Electrical Plumbing t 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. i on REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2 2 2008 kwila DIVISION FFICE REMODEL I 31 11,;:. Ito III . I�h is ai }� I` a I • �! ," i 91 �;t 9. . i .. �' law i s " ' i :3 i9'44: s�'3G !i it•.I 4i�II t.a4 t ii po II rtd Yc�f{c ii n1 4' iki it Id YI'ili FILE COPY Permit No. -L DS Plar review approval is subject to errors end omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinanco. Receipt of approved Copy and conditions Is acknowledged: By Date: Do8' City of Tukwila BUILDING DIVISION Fr AUGUST 11, 2008 RECEIVED * \, AUG `15 2000 PERMIT CENTEh DRAWING NO: G1 .00 SHEET NO: OF 0 1 25 LAKE WASHINGTON .itlllulll III IIIlllI s A o lic ■ - MEI iIIIIIIWIIIIIIIIIIi .allullllllluallh, 1217tti.P DES MOINES VICINITY MAP NOT TO SCALE RENTON AUBURN 0 S.124th ( PROJECT BUILDING WITHIN SITE) BELLEVUE PROJE VICINIT 0 LOCATION MAP NOT TO SCALE 0 MAPLE VALLEY BLACK DIA OND PRESTON 0 SNOQUALM 1221 dSt CONTRACTOR STAGING AREA ARCHITECTURAL SYMBOLS MATERIAL SYMBOLS WINDOW /RELITE SYMBOL A WINDOW TYPE NO. WALL TYPES 1 '� KEY NOTES (A) REVISION SYMBOL ROOM IDENTIFICATION WALL TYPE NO. NOTE NUMBER ITEM LETTER 139A ROOM NO. OFFICE ROOM NAME COMPACTED EARTH SAND GRAVEL OR CRUSHED ROCK WOOD -ROUGH & CONTINUOUS WOOD- BLOCKING PLYWOOD GYPSUM WALLBOARD BATT INSULATION RIGID INSULATION CONCRETE CMU STEEL WOOD FINISH AUG 2 2 2p08 TYPICAL SECTION AND DETAIL REFERENCING SYSTEM No. (1) THE SECTION IS CUT ON DRAWING A101: SECTION LETTER ELEVATION LETTER SECTION SCALE: 1" =1' -0" A3.01 SECTION LETTER , / DRAWING ON WHICH SECTION A1.01" WAS TAKEN. (2) ON DRAWING A105 THIS SECTION IS IDENTIFIED: DRAWING ON WHICH SECTION /ELEVATION APPEARS. (3) DETAILS ARE CROSS- REFERENCED IN A SIMILAR MANNER, EXCEPT THAT DETAILS ARE IDENTIFIED BY NUMBERS RATHER THAN BY LETTERS. REVISION BY APP'D DATE GENERAL PROJECT NOTES 1. CONSTRUCTION OF THIS PROJECT SHALL BE IN COMPLIANCE WITH ALL APPLICABLE CODES, ORDINANCES AND REGULATIONS. 2. CONTRACTOR SHALL VERIFY SIZES AND LOCATIONS OF ALL OPENINGS FOR MECHANICAL EQUIPMENT, ELECTRICAL EQUIPMENT, OWNER SUPPLIED EQUIPMENT, AND OTHER EQUIPMENT, AS WELL AS SHOP DRAWINGS AS REVIEWED BY THE KING COUNTY PROJECT REPRESENTATIVE (KCR) BEFORE PROCEEDING WITH WORK. f375 3. CUTTING: CUT EXISTING CONSTRUCTION USING METHODS LEAST LIKELY TO DAMAGE ELEMENTS RETAINED OR ADJACENT CONSTRUCTION. 4. PATCHING: RESTORE EXPOSED FINISHES OF PATCHED AREAS AND EXTEND FINISH RESTORATION INTO RETAINED ADJOINING CONSTRUCTION IN A MANNER THAT WILL ELIMINATE EVIDENCE OF PATCHING AND REFINISHING. IF A PORTION OF A PAINTED SURFACE IS PATCHED AND REPAIRED, REPAINT ENTIRE SURFACE TO NEAREST NATURAL HORIZONTAL AND VERTICAL BREAKS IN WALL SURFACE. MATCH EXISTING FINISH AND COLOR OR AS DIRECTED BY THE KCR. 5. ALL DIMENSIONS ARE FROM FACE OF CONCRETE AND /OR FACE OF STUD AND CENTERLINE OF COLUMNS, UNLESS NOTED OTHERWISE. 6. EACH INSTALLER SHALL BE RESPONSIBLE FOR VERIFICATION AND COORDINATION WITH OTHER INSTALLERS TO SECURE COMPLIANCE OF DRAWING AND SPECIFICATIONS CONCERNING THE ACCURATE LOCATION OF STRUCTURAL MEMBERS AND OPENINGS FOR MECHANICAL, ELECTRICAL AND MISCELLANEOUS EQUIPMENT. 7. DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL USE DIMENSIONS AS SHOWN AND ACTUAL FIELD MEASUREMENT. NOTIFY THE KCR OF ANY DISCREPANCIES. 8. GENERAL CONTRACTOR TO COORDINATE ALL TRADES. 0 arai jackson ellison murakami LLP ARCHITECTURE I URBAN DESIGN I INTERIORS 2300 seventh avenue seattle, washington 98121 phone: 206.323.8800 fax: 206.323.8518 Internet: www.araijackson.com BP BP ABBREVIATIONS A.B. ACOUS A.F.F. ARCH. BLDG. BLKG. B.O. C.J. C.L. CLG. CLR. C.M.U. COL. CONC. CONT. CPT. CTR. DEMO. DIA. DIM. DN. DR. DTL. DWG. EA. E.J. EL. ELEC. EQ. EQUAL EQUIP. EQUIPMENT (E), EXIST. EXISTING EXT. EXTERIOR F.E.C. FF. FIN. FL. F.O. F.O.F. F.O.S. FT. GA. GALV. GL. DESIGNED: DRAWN: CHECKED: BE RECOMMENDED: AT ANCHOR BOLT ACOUSTICAL ABOVE FINISH FLOOR ARCHITECTURAL BUILDING BLOCKING BOTTOM OF CONTROL JOINT CENTERLINE CEILING CLEAR CONCRETE MASONRY COLUMN CONCRETE CONTINUOUS CARPET CENTER DEMOLISH, DEMOLITION DIAMETER DIMENSION DOWN DOOR DETAI L DRAWING EACH EXPANSION JOINT ELEVATION ELECTRICAL FIRE EXTINGUISHER FINISH FLOOR FINISH FLOOR FACE OF FACE OF FINISH FACE OF STUDS FOOT OR FEET GAUGE GALVANIZED GLASS PROJECT MANAGER: KEN MADDEN APPROVED: IBIS NO: WORK REQUEST: CONTRACT NO: UNIT CAB. H.M. HORIZ. HSS INSUL. INSULATION IN. INCH INCL. INCLUDING) INT. INTERIOR KCR KING COUNTY REPRESENTATIVE MAX. MAXIMUM MECH. MECHANICAL MTL. METAL MFR. MANUFACTURER MIN. MINIMUM MISC. MISCELLANEOUS N.I.C. NOT IN CONTRACT N.T.S. NOT TO SCALE O.C. ON CENTER 0.F. OVER FLOW OPNG. OPENING OPP. OPPOSITE PLYWD. PLYWOOD PT. PAINT PL. PLATE R.D. ROOF DRAIN REF. REFERENCE REQD. REQUIRED RM. ROOM SCHED. SCHEDULE SECT. SECTION S.F. SQUARE FEET SHT. SHEET SHTHG. SHEATHING SIM. SIMILAR SPECS. SPECIFICATIONS STL. STEEL STO R . STORAGE TYP. TYPICAL U.N.O VERT. VFY. W/ W/O SCALE: AS INDICATED SITE LOCATION NO: ONE INCH AT FULL SIZE 1 1 " 1 IF NOT ONE INCH, SCALE ACCORDINGLY HOLLOW METAL HORIZONTAL HOLLOW STEEL SECTION UNLESS NOTED OTHERWISE VERTICAL VERIFY WITH WITHOUT King County Department of Transportation PROJECT DATA PROJECT SITE ADDRESS: 12200 EAST MARGINAL WAY SOUTH TUKWILA, WA 98168 BUILDING USE: SEISMIC ZONE: 3 PROPERTY ZONING: KING COUNTY: MP PROPOSED WORK: SHEET INDEX SHEET 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 18 25 DWG NO. G1.00 G1.01 A1.00 A1.01 A2.00 A3.00 A3.01 A3.02 S0.01 S1.01 S2.01 S2.02 S2.03 M0.01 M0.02 M1.01 22 E1.04 23 E1.05 24 E6.01 REPAIR FACILITY FOR METRO VEHICLE FLEET INTERIOR REMODEL AND ADDITION TO CHIEFS OFFICES. DESCRIPTION COVER SHEET GENERAL NOTES / PROJECT DATA CODE ANALYSIS / DEMOLITION PLAN FLOOR PLAN / REFLECTED CEILING PLAN ELEVATIONS / WALL SECTIONS / SCHEDULES DETAILS DETAILS DETAILS GENERAL NOTES FLOOR PLAN / ROOF PLAN DETAIL SHEET DETAIL SHEET DETAIL SHEET LEGEND, ABBREVIATIONS, NOTES, 2006 SEC, SCHEDULES AND INDEX SCHEDULES FLOOR PLAN - MECHANICAL DEMOLITION AND NEW 17 M2.01 PARTIAL PLANS, ELEVATIONS, AND DETAILS E0.01 ELECTRICAL SYMBOLS, LEGEND AND ABBREVIATION 19 E1.01 DEMOLITION FLOOR PLAN - POWER AND LIGHTING 20 E1.02 DEMOLITION FLOOR PLAN - COMMUNICATION AND DATA 21 E1.03 FLOOR PLAN - POWER AND LIGHTING SITE AND ROOF PLAN POWER FLOOR PLAN - COMMUNICATION AND DATA ONE -LINE DIAGRAM S3 METRO TRANSIT DIVISION COMPONENT SUPPLY CENTER CHIEFS OFFICES REMODEL G- \- RAL \OTES PROD - CT DATA ECEIVED AUG, 1 5 2008 PERMIT CENTER DATE: 8/11/08 DRAWING NO: G1.01 SHEET NO: OF 02 25 CODE ANALYSIS i f Project Address: 12200 East Marginal Way South Tukwila, WA 98168 !Project Description: Tenant Improvement Work: Interior remodel and expansion of existing office space. ;Building Code: 2006 I.B.C. Existing Building: Existing building was constructed circa 1979 Existing Type of Construction: Type II - B ( Non - combustible construction - no fire resistance rating on major building elements) Existing Main Occupancy S -1 : Motor vehicle repair garage. 'New Work Occupancy Classification: B: Office. No change in Occupancy Classification. Accessory to the main Occupancy. Area is Tess than 10% of the area of the building story. Required Separation: None required between an S -1 and B Occupancies. (Table 508.3.3) Fire Suppression: Fully Sprinklered Existing Floor Area ;within Separation Walls: 18,334 sf Project Floor Area: 688 s.f. Project Area Occupant Load: 688 / 100 = 6.88 = 7 Occupants Project Area 'Required: No. of Exits 1 exit per 49 Occ. (Table 1015.1) 7 Occ < 49 = 1 exit required. One exit provided. ;Total No. of Exits from Main Occupancy 6 exits from area bounded by area separation walls. ;Travel Distance: Maximum distance for S -1 Occupancy (Sprinklered) = 250 ft Actual Distance = 93 ft. Common ;Egress Travel: Path of Maximum distance for B or S Occupancy (Sprinklered) = 100 ft Actual Distance = 28 ft (E) 2 -HR FIRE SEPARATION WALL (E)OVERHEAD FIRE DOOR (E)FIR DOOR (E)OVRHEAD FIRE DOOR (E)OVERHEAD --- FIRE DOOR J -77.7 L PROJECT AREA J PLAN 4 y SCALE: N.T.S. CODE ANALYSIS EXIT wucamzr mr.euzzyzennxm 1 A101 CODE ANALYSIS LEGEND B OCCUPANCY S 1 OCCUPANCY PROJECT BOUNDRY TRAVEL DISTANCE (E) FIRE SEPARATION WALL (E) 2 -HR FIRE SEPARATION WALL EXIT (E) FIRE SEPARATION WALL PROJECT AREA L " -- r BUILDING KEY PLAN KEEP PASSAGE CLEAR AT ALL TIMES K777 1111111111 1111111111 DEMOLITION PLAN WORK LIMIT - PROVIDE DUST ENCLOSURE TENT - -[E - - -- PLAN 7 2 SCALE: 1/4" = 1' -0" A101 DEMOLITION PLAN LEGEND REMOVE EXISTING, DOOR, FRAME AND TRIM, 11 REMOVE EXISTING LIGHT GAUGE PARTITION, EXISTING CMU WALL TO REMAIN, REMOVE EXISTING CERAMIC TILE, — — — — 777/72 REVIEWED FOR — CODE COMPLIANCE APPROVED AUG 2 2 2008 City Of Tukwila P ROJ DIVISION NORTH GENERAL DEMOLITION NOTES 1. THE DEMOLITION PLAN IS PROVIDED TO INDICATE THE PRIMARY DEMOLITION WORK WHICH IS REQUIRED FOR THIS PROJECT. IN ADDITION TO DEMOLITION WORK INDICATED, THE CONTRACTOR SHALL PERFORM ALL RELATED DEMOLITION WORK WHICH MAY NOT BE INDICATED BUT WHICH SHALL BE REQUIRED AND NECESSARY TO PROVIDE THE NEW CONSTRUCTION WORK. SUCH DEMOLITION WORK SHALL INCLUDE, WITHOUT LIMITATION, DEMOLISHING SECTION OF EXISTING CASEWORK; DEMOLISHING WALL SURFACES AND COMPONENTS TO INSTALL CONDUIT AND /OR PIPING; REMOVING EXISTING FRAMING TO PROVIDE NEW FRAMING; ETC. THE CONTRACTOR SHALL COORDINATE ALL DEMOLITION WORK WITH ALL NEW CONSTRUCTION WORK AND ALL RELATED EXISTING CONDITIONS IN THE PERFORMANCE OF THIS CONTRACT. 2. ALL DEMOLITION WORK SHALL BE PERFORMED WHILE MAINTAINING CONTINUAL FACILITY OPERATIONS. 3. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR EQUIPMENT AND SYSTEMS REMOVAL AND ADDITIONAL DEMOLITION. 4. REMOVE EXISTING WALL(S), DOOR(S), FRAME AND TRIM AS SHOWN AND PATCH /REPAIR CONC FLOOR. TYP. 5. PATCH AND REPAIR TO MATCH ADJACENT FINISH ALL EXISTING COLUMNS, WALLS AND OTHER ITEMS WHERE DEMOLITION OCCURS. 6. FILL ALL FLOOR PENETRATIONS AT REMOVED WALL, PIPES, CONDUIT, ETC. WITH SIMILAR MATERIALS AS EXISTING. 8. DOORS, FRAMES, MISCELLANEOUS FIXTURES AND ACCESSORIES REMOVED ARE TO BE DISPOSED OF BY CONTRACTOR, UNLESS NOTED OTHERWISE. 9. SEE ELEVATIONS SHEET A2.00 FOR ADDITIONAL DEMOLITION ITEMS NOT SHOW ON THIS PLAN. 10. PROTECT FACILITY OPERATIONS WORK AREAS FROM DUST MIGRATION. PROVIDE DUST ENCLOSURES AROUND WORK AREAS PROTECT ALL EXISTING WALLS, WINDOWS AND MATERIALS TO REMAIN FROM DAMAGE. DEMOLITION KEY NOTES (A) REMOVE EXISTING LIGHT GAUGE PARTITION, NP K B) REMOVE EXISTING HOLLOW METAL WINDOW SYSTEM. REMOVE EXISTING DOOR(S), FRAME AND TRIM, TYP. PREP THRESHOLD AS NECESSARY TO ACCEPT NEW WORK (D) REMOVE EXISTING CASEWORK AND PORTIONS OF EXISTING CASEWORK. SEE ELEV. B/A2.00 FOR EXTENT OF REMOVAL. REMOVE EXISTING CERAMIC FLOOR TILES UNDER WALL AND DOOR TO THE NEXT FULL UNDAMAGED TILE. LEVEL AREA AND FILL WITH NEW CERAMIC FLOOR TILE. REMOVE EXISTING SUSPENDED CEILING GRID, ACOUSTICAL TILE CEILING AND GWB SOFFITS. REMOVE EXISTING CMU WALL BELOW HOLLOW METAL WINDOWS SYSTEM. REMOVE AC UNIT AND PATCH W/ GWB, FLUSH WITH (E) WALL. ECEIVED AUG 15 2008 PERMIT CENTER 0 0 No. REVISION BY DATE APP'D 0 arai jackson ellison murakami LLP ARCHITECTURE 1 URBAN DESIGN 1 INTERIORS 2300 seventh avenue seattle, washington 98121 phone: 206.323.8800 fax: 206.323.8518 internet: www.araijackson.com PROJECT MANAGER: KEN MADDEN APPROVED: IBIS NO: WORK REQUEST: DESIGNED: BP DRAWN: BP CHECKED: BE RECOMMENDED: CONTRACT NO: SCALE: AS INDICATED SITE LOCATION NO: ONE INCH AT FULL SIZE IF NOT ONE INCH, SCALE ACCORDINGLY King County Department of Transportation METRO TRANSIT DIVISION COMPONENT SUPPLY CENTER CHIEFS OFFICES REMODEL COD vo A \ALYSIS LITIO\ PLA\ DATE: 8/11/08 DRAWING NO: Al .00 SHEET NO: OF 03 25 0 No. fLZJ r 3A 1A 3A - NEW FLOOR TILE INFILL SEE NOTE 5 - 2A 1A 10' -7" A/A2.00 4' -2" A2.00 G I \ I I \ - -�� L_ 09 OFFICE 16' -0" 28' -0" +/- REVISION 25' -4" ' -11" U rn M 4' -1" 3' -11" c/A2.00 s FLOOR PLAN PLAN SCALE: 1/4" = 1' -0" BY APP'D DATE ALIGNI FINISH F 3A 4 IGN FIN LTAICE 6' -1" 139D 3A 2' -0" e-A 5, REGI TERED ECT STATE OF WASHINGTON 9 " KEEP PASSAGE CLEAR AT ALL TIMES L 0 0 / N m NOTE: ALL FURNISHINGS (SHOWN WITH DASHED LINES) ARE N.I.C. PROJECT NORTH O arai jackson ellison murakami LLP ARCHITECTURE 1 URBAN DESIGN 1 INTERIORS 2300 seventh avenue seattle, washington 98121 phone: 206.323.8800 fax: 206.323.8518 internet: www.araijackson.com 5 3.00 SIM A2.00 G' SCALE: 1/4" = 1' -0" DESIGNED: BP DRAWN: BP CHECKED: BE RECOMMENDED: REFLECTED CEILING PLAN PLAN PROJECT MANAGER: KEN MADDEN PROJECT NORTH SCALE: AS INDICATED APPROVED: IBIS NO: WORK REQUEST: CONTRACT NO: SITE LOCATION NO: ONE INCH AT FULL SIZE 1 1" IF NOT ONE INCH, SCALE ACCORDINGLY GENERAL FLOOR PLAN NOTES 2. REFER TO DOOR AND FRAME SCHEDULE SHEET A2.00 FOR DOOR AND FRAME TYPES 3. WALL TYPES ARE IDENTIFIED ON THE FLOOR PLAN. WALL TYPES DETAILS ARE SHOWN ON THIS SHEET. 4. TYPICAL DIMENSIONS ARE TO FACE OF STUDS, U.N.O. DIMENSIONS NOTED AS "CLEAR" ARE TO FACE OF FINISH. 5. IF MORE THAN ONE TILE IS REQUIRED WIDTH WISE SPLIT THE TILES DIFFERENCE WITH CENTER LINE AT THE CENTER. 6. SEE DETAIL 4/A3.02 AND MECH. DRAWINGS FOR WORK ON ROOF OF MAIN BUILDING FLOOR PLAN LEGEND GENERAL REFLECTED CEILING PLAN NOTES 2. 3. 4. 5. King County Department of Transportation REFER TO ROOM FINISH SCHEDULES SHEET A2.00 FOR FINISHES. CEILING HEIGHT AND TYPES ARE SHOWN ON PLAN. FOR TYPICAL CEILING DETAILS SEE SHEET A3.00. SEE MECH FOR DIFFUSER LOCATIONS. COORDINATE WITH MECHANICAL. COORDINATE ALL LIGHT FIXTURE LOCATIONS WITH ELECTRICAL. SEE DETAIL 4/A3.00 FOR TYP, SPRINKLER HEAD MOUNTING DETAIL. REFLECTED CEILING PLAN LEGEND X DEFLECTION GAP, NO GWB SCREWS IN THIS AREA. 1/2" MIN. AIR GAP BETW. INSUL. AND GWB 1A WALL TYPES INTERIOR PARTITION SOUND WALL: GA #WP 1076 EXIST. CONC. SLAB ACOUSTICAL SEALANT, TYP. 16GA. DEEP LEG SLOTTED DEFLECTION TRACK. 16 GA. CONT. MTL. TOP TRACK. (2) TRACK PINS @ 24" O.C., TYP. (NON- RATED) 5/8" GWB FULL HEIGHT BOTH SIDES. DO NOT ATTACH TO TOP TRACK. 3" ACOUSTICAL BATT INSULATION - FULL HEIGHT. 3 5/8" METAL STUDS @ 24" 0.0. POWER DRIVEN PINS W/ WASHERS @ 24" 0.0. TYP. MTL BOTTOM RUNNER TRACK RUBBER BASE AS SCHED. ACOUSTICAL SEALANT, TYP. SECTION VIEW 2A MATCH EXIST. ADJACENT WALL 3 5/8" 3 5/8" INTERIOR PARTITION 5/8" GYP. BD. DOUBLE 3 -5/8" METAL STUDS STAGGERED @ 24" 0.0. 3" ACOUSTICAL BATT INSULATION - FULL HEIGHT 6" RUBBER BASE EXTERIOR SIDE POWER DRIVEN PINS W/ WASHERS @ 24" 0.C. TYP. MTL BOTTOM RUNNER TRACK, TYP. 4" RUBBER BASE AS SCHED. INTERIOR SIDE ACOUSTICAL SEALANT, TYP. SECTION VIEW 3A NOTE: SEE STRUCT FOR ADDITIONAL NOTES. (2) LAYERS 5/8" GYP. BD. 3 -5/8" METAL STUDS @ 24" 0.0. 3" ACOUSTICAL BATT INSULATION - FULL HEIGHT 6" RUBBER BASE EXTERIOR SIDE POWER DRIVEN PINS W/ WASHERS @ 24" 0.C. TYP. MTL BOTTOM RUNNER TRACK, TYP. 4" RUBBER BASE AS SCHED. INTERIOR SIDE ACOUSTICAL SEALANT, TYP. INTERIOR PARTITION SECTION VIEW CMU WALL METAL STUD WALL EXISTING CMU WALL TO REMAIN ACT - 2'X4' ACOUSTICAL CEILING TILE LIGHT FIXTURE - SEE ELEC DIFFUSER - SEE MECH IEWE -Fob CODE COMPLIANCE PLIANCE APPROV AUG 2 2 2008 BUILDIN DIVISION D08 - '103 METRO TRANSIT DIVISION COMPONENT SUPPLY CENTER CHIEFS OFFICES REMODEL FLOOR PLA\ RI- FLFCTI- D CH LING PLA\ RECEIVE AUG , 15 2000 PERMIT CENTER ti BUILDING KEY PLAN DATE: 8/11/08 DRAWING NO: Al .01 SHEET NO: OF 04 25 2' -11" X E• 4' -2" C 2' -11" ROOM FINISH SCHEDULE ROOM NO. ROOM NAME FLOOR BASE NORTH WALL EAST WALL SOUTH WALL WEST WALL CEILING GLAZ NOTES MATL MATL MATL FINISH MATL FINISH MATL FINISH MATL FINISH MATL FINISH 7' -2" 139A OFFICE (E) /CT -1 RB -1 (E) /GWB P1 GWB P1 (E) /GWB P1 (E) P1 ACT WHITE 1 139B OFFICE (E) RB -1 (E) /GWB P1 (E) P1 (E) /GWB P1 GWB P1 ACT WHITE 2 139C OFFICE CT -1 RB -1 GWB P1 GWB P1 (E) /GWB P1 GWB P1 ACT WHITE 139D OFFICE (E) CONC RB -1 GWB P1 GWB P1 (E) /GWB P1 GWB P1 ACT P2 WHITE 2/A3.02 - - * 4, 6 2' -11" X E• 4' -2" C 2' -11" DOOR AND FRAME SCHEDULE I I . 9 G2 9 G2 9 G2 REMARKS NO. 0 0 0 0 0 A No. TYPE AA HM REMOVE AC UNIT AND INFILL OPN'G WITH GWB, FLUSH W/ (E) WALL, AT EXTERIOR AND INTERIOR. PAINT -P3 (E) TRAFFIC MIRROR TO REMAIN SIM 3.0 S TYPE BB HM REVISION TYPE CC HM DOOR FRAME r SCALE: 1 /4"=l'-o" A1.01 (E) REMOVABLE GUARD RAIL TO REMAIN, TYP. (E) CMU WALL PAINT - P3 BY 3.0 / S IM APP'D NEW GWB /METAL STUDS WALL PAINT - P3 ELEVATION SCALE: 1/4" =1' -0" G2 DATE 10' -7" G2 1 N) 3' -5 1/2" 3' -5 1/2" RB -2 r A1.01 1 4313 (E) CORNER GUARD NEW MTL. STUDS WALL BEYOND PAINT - P3 (E) CASEWORK AND DRAWERS TO REMAIN 3' -0" REGIS ERED 4R R CT STATE OF WASHINGTON SIM 1 \&3.0 11 3 (E) CMU WALL PAINT - P3 2300 seventh avenue seattle, washington 98121 phone: 206.323.8800 fax: 206.323.8518 Internet: www.araijackson.com TYPE A TYPE B TYPE C NOTE: HM HM HM OVERALL DIMENSIONS GIVEN ARE ACTUAL WINDOW /FRAME SIZE. ADD 1/2" FOR ROUGH OPENING DIMENSIONS O arai jackson ellison murakami LLP ARCHITECTURE 1 URBAN DESIGN 1 INTERIORS (E) REMOVABLE GUARD RAIL TO REMAIN, TYP. (E) STORAGE DRAWERS TO REMAIN MODIFY WIDTH OF (E) SHELVES TO ACCOMODATE THE (E) STORAGE DRAWERS. TO BE SHIFTED WESTWARD ELEVATION V.I.F. SCALE: 1 /4" =1' -0" 3' -10" / EQ X EQ G2 G2 TYPE D AL ROOM FINISH SCHEDULE LEGEND: FLOOR CT - 1 12X12 CERAMIC TILE CEILING ACT 2'X4' ACOUSTICAL TILE BASE RB -1 4" RUBBER BASE RB -2 6" RUBBER BASE FINISH P1 P= PAINT; 1 =COLOR (SEE COLOR SCHED. IN SPEC'S. * SEE SPEC SECTION 08710 NEW GWB /METAL STUDS WALL PAINT - P3 2X8 WD \ STEEL CORNER BUMPER. P -2 GUARD. P -3 RB -2 3.0 TYPE E HM CD A1.01 GWB LID PAINT - P3 DESIGNED: BP DRAWN: BP BE SIM CHECKED: r 1 RECOMMENDED: \&3.0 NEW GWB /METAL STUDS WALL PAINT - P3 S IM ROOM FINISH SCHEDULE NOTES: 1. INFILL WITH NEW TILE AT AREA WHER FPO DIN DIVISION CERAMIC INDICATED TO BE REMOVED. A3.00 DOOR AND FRAME MATERIAL /FINISH LEGEND: HM HOLLOW METAL P2 P= PAINT; 2 =COLOR (SEE COLOR SCHED. IN SPEC'S.) GLAZING LEGEND: 01 1/4" LAMINATED CLEAR GLASS G2 1" INSULATED CLEAR GLASS, TEMPERED REMARKS: 1. PROVIDE CLOSER 2. PROVIDE HOLD OPEN FLOOR LATCH 3. PROVIDE WALL BUMPER 4. PROVIDE DOOR STOP /WALL BUMPER FOR BOTH DOOR LEAF 5. PROVIDE MINI BLINDS 6. DUTCH DOOR W/ 6" SHELF (EXTR. SIDE) 7. PROVIDE SOUND GASKETS TYPE F AL TYPE G HM RELITE FRAME r SCALE: 1/4" =1 '-o" A 1.01 PROJECT MANAGER: KEN MADDEN APPROVED: IBIS NO: WORK REQUEST: CONTRACT NO: 2X8 WD --� BUMPER. P -2 SCALE: TYPE H HM AS INDICATED SITE LOCATION NO: ONE INCH AT FULL SIZE IF NOT ONE INCH, SCALE ACCORDINGLY (E) REMOVABLE - GUARD RAIL. GROUT IN PLACE SEE 1 0/A3.00 (THESE 3 ONLY) 12 3.0 RB -2 King County Department of Transportation (E) LADDER A3.00 A3.01 A3.01 I A3.00 STEEL CORNER GUARD. P -3 REVIEWED F O .EL EVAT I 0 N CODE COMPLIANT LE: 1/4" =1 -0 A1.01 APPROVED AUG 2 2 2008 City Of Tukwila TYP DOB9 ACT CEILING (E) CMU WALL PAINT - P3 22 "X12" DUCT OPENING AT N.E. CORNER, ROOM 139B FLOOR FINISH AS SCHEDULED 3.0 (10 1 A3.00 A3.00 ALUM. SLIDING A3.00 WINDOW ELEVATION rD SCALE: 1/4 " =1' -0" A1.01 SECTION RELITE COVERING SCHEDULE: 1. PROVIDE MINI BLINDS AT RELITE TYPE A, B, F AND G 2. PROVIDE MINI BLINDS AT DOOR TYPE AA METRO TRANSIT DIVISION COMPONENT SUPPLY CENTER CHIEFS OFFICES REMODEL I- L FVAT I O \ S WALL SI- CTIO\ SCI II- DJLI- GWB--\ • • SCALE: 1/2" =1' 1/2"=l'-O" A1.01 NEW GWB /METAL STUDS WALL PAINT - P3 2X8 WD BUMPER. P -2 RB -2 A3.00 TYP t 0 E;s EVE AUG 15 2008 PERMIT CENTEIh DATE: 8/11/08 DRAWING NO: A2.00 SHEET NO: OF 05 25 DOOR AND FRAME SCHEDULE DOOR FRAME FIRE RATING (MIN) HDWR SET NO. REMARKS NO. TYPE SIZE MATL FINISH GLAZ TYPE MATL FINISH DETAIL WIDTH HEIGHT THK HEAD JAMB THRESH 139A AA 3' -0" 7' -2" 1 -3/4" HM P2 G2 A HM P2 2/A3.01 6/A3.01 10/A3.01 - * 1, 3, 5, 7 139B CC 3' -0" 7' -2" 1 -3/4" HM P2 G1 H HM P2 4/A3.01 4/A3.01 - - * 2 139C CC 3' -0" 7' -2" 1 -3/4" HM P2 G1 H HM P2 12/A3.00 4/A3.01 - - * 2 139D BB 3' -0" 7' -2" 1 -3/4" HM P2 G2 H HM P2 3/A3.01 2/A3.02 - - * 4, 6 0 0 0 0 0 A No. TYPE AA HM REMOVE AC UNIT AND INFILL OPN'G WITH GWB, FLUSH W/ (E) WALL, AT EXTERIOR AND INTERIOR. PAINT -P3 (E) TRAFFIC MIRROR TO REMAIN SIM 3.0 S TYPE BB HM REVISION TYPE CC HM DOOR FRAME r SCALE: 1 /4"=l'-o" A1.01 (E) REMOVABLE GUARD RAIL TO REMAIN, TYP. (E) CMU WALL PAINT - P3 BY 3.0 / S IM APP'D NEW GWB /METAL STUDS WALL PAINT - P3 ELEVATION SCALE: 1/4" =1' -0" G2 DATE 10' -7" G2 1 N) 3' -5 1/2" 3' -5 1/2" RB -2 r A1.01 1 4313 (E) CORNER GUARD NEW MTL. STUDS WALL BEYOND PAINT - P3 (E) CASEWORK AND DRAWERS TO REMAIN 3' -0" REGIS ERED 4R R CT STATE OF WASHINGTON SIM 1 \&3.0 11 3 (E) CMU WALL PAINT - P3 2300 seventh avenue seattle, washington 98121 phone: 206.323.8800 fax: 206.323.8518 Internet: www.araijackson.com TYPE A TYPE B TYPE C NOTE: HM HM HM OVERALL DIMENSIONS GIVEN ARE ACTUAL WINDOW /FRAME SIZE. ADD 1/2" FOR ROUGH OPENING DIMENSIONS O arai jackson ellison murakami LLP ARCHITECTURE 1 URBAN DESIGN 1 INTERIORS (E) REMOVABLE GUARD RAIL TO REMAIN, TYP. (E) STORAGE DRAWERS TO REMAIN MODIFY WIDTH OF (E) SHELVES TO ACCOMODATE THE (E) STORAGE DRAWERS. TO BE SHIFTED WESTWARD ELEVATION V.I.F. SCALE: 1 /4" =1' -0" 3' -10" / EQ X EQ G2 G2 TYPE D AL ROOM FINISH SCHEDULE LEGEND: FLOOR CT - 1 12X12 CERAMIC TILE CEILING ACT 2'X4' ACOUSTICAL TILE BASE RB -1 4" RUBBER BASE RB -2 6" RUBBER BASE FINISH P1 P= PAINT; 1 =COLOR (SEE COLOR SCHED. IN SPEC'S. * SEE SPEC SECTION 08710 NEW GWB /METAL STUDS WALL PAINT - P3 2X8 WD \ STEEL CORNER BUMPER. P -2 GUARD. P -3 RB -2 3.0 TYPE E HM CD A1.01 GWB LID PAINT - P3 DESIGNED: BP DRAWN: BP BE SIM CHECKED: r 1 RECOMMENDED: \&3.0 NEW GWB /METAL STUDS WALL PAINT - P3 S IM ROOM FINISH SCHEDULE NOTES: 1. INFILL WITH NEW TILE AT AREA WHER FPO DIN DIVISION CERAMIC INDICATED TO BE REMOVED. A3.00 DOOR AND FRAME MATERIAL /FINISH LEGEND: HM HOLLOW METAL P2 P= PAINT; 2 =COLOR (SEE COLOR SCHED. IN SPEC'S.) GLAZING LEGEND: 01 1/4" LAMINATED CLEAR GLASS G2 1" INSULATED CLEAR GLASS, TEMPERED REMARKS: 1. PROVIDE CLOSER 2. PROVIDE HOLD OPEN FLOOR LATCH 3. PROVIDE WALL BUMPER 4. PROVIDE DOOR STOP /WALL BUMPER FOR BOTH DOOR LEAF 5. PROVIDE MINI BLINDS 6. DUTCH DOOR W/ 6" SHELF (EXTR. SIDE) 7. PROVIDE SOUND GASKETS TYPE F AL TYPE G HM RELITE FRAME r SCALE: 1/4" =1 '-o" A 1.01 PROJECT MANAGER: KEN MADDEN APPROVED: IBIS NO: WORK REQUEST: CONTRACT NO: 2X8 WD --� BUMPER. P -2 SCALE: TYPE H HM AS INDICATED SITE LOCATION NO: ONE INCH AT FULL SIZE IF NOT ONE INCH, SCALE ACCORDINGLY (E) REMOVABLE - GUARD RAIL. GROUT IN PLACE SEE 1 0/A3.00 (THESE 3 ONLY) 12 3.0 RB -2 King County Department of Transportation (E) LADDER A3.00 A3.01 A3.01 I A3.00 STEEL CORNER GUARD. P -3 REVIEWED F O .EL EVAT I 0 N CODE COMPLIANT LE: 1/4" =1 -0 A1.01 APPROVED AUG 2 2 2008 City Of Tukwila TYP DOB9 ACT CEILING (E) CMU WALL PAINT - P3 22 "X12" DUCT OPENING AT N.E. CORNER, ROOM 139B FLOOR FINISH AS SCHEDULED 3.0 (10 1 A3.00 A3.00 ALUM. SLIDING A3.00 WINDOW ELEVATION rD SCALE: 1/4 " =1' -0" A1.01 SECTION RELITE COVERING SCHEDULE: 1. PROVIDE MINI BLINDS AT RELITE TYPE A, B, F AND G 2. PROVIDE MINI BLINDS AT DOOR TYPE AA METRO TRANSIT DIVISION COMPONENT SUPPLY CENTER CHIEFS OFFICES REMODEL I- L FVAT I O \ S WALL SI- CTIO\ SCI II- DJLI- GWB--\ • • SCALE: 1/2" =1' 1/2"=l'-O" A1.01 NEW GWB /METAL STUDS WALL PAINT - P3 2X8 WD BUMPER. P -2 RB -2 A3.00 TYP t 0 E;s EVE AUG 15 2008 PERMIT CENTEIh DATE: 8/11/08 DRAWING NO: A2.00 SHEET NO: OF 05 25 8 „ CEILING SUSPENSION SYSTEM PLAN SCALE: NTS PER WALL TYPE ACT CONNECTION AT WALL SECTION SCALE: 3" = 1' -0" ROOF DETAIL SECTION SCALE: 3" = 1' -0" 1 1.0 STABILIZER BARS SWAY BRACE @ 12" 0.C.x 8' -0" 0.C., 6' -0" MAX. FROM PARTITION. LATERAL FORCE BRACING PERIMETER HANGER WIRES 8 GA. HANGER WIRES, TYP. @ 4' -0" 0.C. NOTES: GRID TO BE ATTACHED ON TWO ADJACENT WALLS PERIMETER HANGER VERTICAL HANGER 12 —GAUGE WIRE @ 4' O.C. ATTACHED TO STRUCTURE ABOVE W/ MIN. 3 —TIGHT TURNS W /IN 1 -1/2" OF MEMBER SEE PLAN T— RUNNER SUSPENDED SYSTEM — SEE RCP FOR LOCATIONS ACOUSTICAL CEILING TILE BERC2 SEISMIC CLIP 7/8" ANGLE EDGE TRIM HEAVY DUTY METAL CORNER BEAD 5/8" TYPE 'X' G.W.B. ATTACH TO METAL DECK W/ STEEL DRILL SCREWS. PAINT P3. STEEL DECK PER STRUCTURAL 3" THK MINERAL WOOL ENC CAP MET CHANNEL METAL SUPPORT CLIPS PER STRUCT METAL STUD RAFTERS SEE STRUCT METAL TOP RUNNER TRACK WALL AS SCHEDULED #12 HANGER WIRE 45° OR LESS LATERAL FORCE BRACING ISOMETRIC SCALE: NTS N A. VERTICAL HANGER > WIRE ATTACHMENT SECTION SCALE: NTS 5/8 MAX 2 B. SPLAYED SEISMIC BRACING WIRE ATTACHMENT CEILING SUPPORT AT CONC. 6 2.00 ROOF DETAIL SECTION 10 SCALE: 3" = 1 ' -0" 2.0 STEEL STUD COMPRESSION POST MAIN RUNNER NOTE: PROVIDE ADDITIONAL BRAC'G, INCLUDE WIRE HANGERS FOR LIGHT FIXTURES, AS REQ'D PER CISCA 3 -4 PAGE 2, SECTION 7 5/16 INCH DRILL IN EXPANSION ANCHOR MIN. "HILTI" HX 00066024 CEILING CLIP 13 GA x 3/4" W 3 TIGHT TURNS 5/16 INCH DRILL IN EXPANSION ANCHOR MIN. "HILTI" HX 00066024 STEEL STRAP 1 "W x 2"L x 12GA MINIMUM 4 TIGHT TURNS SPLAYED SESMIC BRACING WIRE EXIST. GUARD RAIL GWB EDGE BEAD W/ ACOUST. SEALANT PERMANANTLY EPDXY GROUT GUARD RAIL IN PLACE IN THEIR EXIST. BASE OPENING IN CONC. EXIST. 8" CIP CONC. SLAB EXIST. 8" CMU WALL NOTE: GRIDS MUST BE ATTACHED TO (2) ADJACENT WALLS — OPPOSITE WALLS MUST HAVE 1/2" CLEARANCE SECTION ACT CONNECTION TO WALL ISOMETRIC SCALE: NTS A. VERTICAL HANGER WIRE ATTACHMENT B. SPLAYED SEISMIC BRACING WIRE ATTACHMENT CEILING SUPPORT AT "C" STUDS SECTION SCALE: NTS WD BUMPER SECTION SCALE: 3" = 1' -0" ( 3 ) c METAL STUDS SECTION 7/8" PERIMETER TRIM /MOULDING PERIMETER HANGER WIRE TO ADJACENT WALL OR STRUCTURE ABOVE W/ 12 —GAUGE WIRE OR APPROVED EQUAL. FRAMING CHANNEL FOR SIZE, SPACING, SPLICES AND JOINTS. SEE SPECS BERC2 SEISMIC CLIPS. (2) #8X1/2" SELF TAPPING SCREWS CEILING CLIP 13 GA x 3/4" W 3 TIGHT TURNS (2) #8X1/2" SELF TAPPING SCREWS STEEL STRAP 1 "W x 2"L x 12GA MINIMUM 4 TIGHT TURNS SPLAYED SESMIC BRACING WIRE WALL AS SCHEDULED 2X8 WD BUMPER EASE ALL EDGES 3/8" DIA. LAG BOLTS W/ WASHERS @ 4' -0" O.C. AND 6" MAX. FROM EA. END — COUNTERSUNK. 4x4 WOOD BLOCKING 4X4 WD BLKG. NOTCH TO FIT IN MET. STD. CAVITY. 2"x 3/8" DIA. LAG BOLT W/ WASHER REVIEWED FOR — CODE COMPLIANCE APPROVED AUG 2 2 2008 City Of Tukwila BUILDIN DIVISION 1 -s" T-0" SCALE: 1" = 1' -0" b DOOR HEAD SPRINKLER HEAD AT ACT SECTION SCALE: NTS WORK STATION SECTION 1 4 0 SECTION 1 2 SCALE: 3" = 1' -0" 2.0 P —LAM SCHEDULE: PL1 — WILSONART — 4847 -38 8 MISSION SMOKE. 1 .0 SPRINKLER SUPPLY LAY —IN CEILING TILE — TILE TO BE CUT AS REQ'D TO PROVIDE 1" CLEARANCE AROUND SPRINKLER HEAD AS REQ'D BY ASCE 7 -02, SEC 9.6.2.6.2.2(e) EXPANSION PLATE ESCUTCHEON PLATE SPRINKLER HEAD WALL AS SCHEDULED BACKSPLASH — PL1 2" DIA. WIRE GROMMET @ CENTER COUNTERTOP — PL1 0/ 1 -1/4" MDF ALUM. COUNTER SUPPORT BRACKETS @ 42" MAX 0.C. RAKKS EH -1818 MOUNT TO MET. STUDS WALL W/ LAG SCREWS AND TO (E) CMU W/ ESPANSION ANCHORS TYP. WD. BLKG BACKER AT MET STUDS WALL, TYP. RUBBER BASE AS SCHED. EXIST. 8" CMU WALL EXIST WALL FURRING CUT BACK (E) GWB AND INFILL WITH NEW GWB TO MATCH AND EXTEND DOWN INSIDE DOOR FRAME. PROVIDE ANY NEW FURRING AS NEEDED HM FRAME AS SCHEDULED BLOCKING AS REQUIRED DOOR AS SCHEDULED SEALANT RECEIVED AUG 1 2008 PERMIT CENTER 0 A No. REVISION BY APP'D DATE Y31 REGISTERED AR VI T STATE OF WASHINGTON O arai jackson ellison murakami LLP ARCHITECTURE 1 URBAN DESIGN 1 INTERIORS 2300 seventh avenue seattle, washington 98121 phone: 206.323.8800 fax: 206.323.8518 internet: www.araijackson.com DESIGNED: BP DRAWN: BP PROJECT MANAGER: KEN MADDEN APPROVED: CHECKED: BE RECOMMENDED: IBIS NO: WORK REQUEST: CONTRACT NO: SCALE: AS INDICATED SITE LOCATION NO: ONE INCH AT FULL SIZE j 1" — 1 IF NOT ONE INCH, SCALE ACCORDINGLY King County Department of Transportation METRO TRANSIT DIVISION COMPONENT SUPPLY CENTER CHIEFS OFFICES REMODEL 91 TA LS DO8O3 DATE: 8/11/08 DRAWING NO: A3.00 SHEET NO: OF 06 25 A p i � p 1* : 0 0 i I 1 8 „ CEILING SUSPENSION SYSTEM PLAN SCALE: NTS PER WALL TYPE ACT CONNECTION AT WALL SECTION SCALE: 3" = 1' -0" ROOF DETAIL SECTION SCALE: 3" = 1' -0" 1 1.0 STABILIZER BARS SWAY BRACE @ 12" 0.C.x 8' -0" 0.C., 6' -0" MAX. FROM PARTITION. LATERAL FORCE BRACING PERIMETER HANGER WIRES 8 GA. HANGER WIRES, TYP. @ 4' -0" 0.C. NOTES: GRID TO BE ATTACHED ON TWO ADJACENT WALLS PERIMETER HANGER VERTICAL HANGER 12 —GAUGE WIRE @ 4' O.C. ATTACHED TO STRUCTURE ABOVE W/ MIN. 3 —TIGHT TURNS W /IN 1 -1/2" OF MEMBER SEE PLAN T— RUNNER SUSPENDED SYSTEM — SEE RCP FOR LOCATIONS ACOUSTICAL CEILING TILE BERC2 SEISMIC CLIP 7/8" ANGLE EDGE TRIM HEAVY DUTY METAL CORNER BEAD 5/8" TYPE 'X' G.W.B. ATTACH TO METAL DECK W/ STEEL DRILL SCREWS. PAINT P3. STEEL DECK PER STRUCTURAL 3" THK MINERAL WOOL ENC CAP MET CHANNEL METAL SUPPORT CLIPS PER STRUCT METAL STUD RAFTERS SEE STRUCT METAL TOP RUNNER TRACK WALL AS SCHEDULED #12 HANGER WIRE 45° OR LESS LATERAL FORCE BRACING ISOMETRIC SCALE: NTS N A. VERTICAL HANGER > WIRE ATTACHMENT SECTION SCALE: NTS 5/8 MAX 2 B. SPLAYED SEISMIC BRACING WIRE ATTACHMENT CEILING SUPPORT AT CONC. 6 2.00 ROOF DETAIL SECTION 10 SCALE: 3" = 1 ' -0" 2.0 STEEL STUD COMPRESSION POST MAIN RUNNER NOTE: PROVIDE ADDITIONAL BRAC'G, INCLUDE WIRE HANGERS FOR LIGHT FIXTURES, AS REQ'D PER CISCA 3 -4 PAGE 2, SECTION 7 5/16 INCH DRILL IN EXPANSION ANCHOR MIN. "HILTI" HX 00066024 CEILING CLIP 13 GA x 3/4" W 3 TIGHT TURNS 5/16 INCH DRILL IN EXPANSION ANCHOR MIN. "HILTI" HX 00066024 STEEL STRAP 1 "W x 2"L x 12GA MINIMUM 4 TIGHT TURNS SPLAYED SESMIC BRACING WIRE EXIST. GUARD RAIL GWB EDGE BEAD W/ ACOUST. SEALANT PERMANANTLY EPDXY GROUT GUARD RAIL IN PLACE IN THEIR EXIST. BASE OPENING IN CONC. EXIST. 8" CIP CONC. SLAB EXIST. 8" CMU WALL NOTE: GRIDS MUST BE ATTACHED TO (2) ADJACENT WALLS — OPPOSITE WALLS MUST HAVE 1/2" CLEARANCE SECTION ACT CONNECTION TO WALL ISOMETRIC SCALE: NTS A. VERTICAL HANGER WIRE ATTACHMENT B. SPLAYED SEISMIC BRACING WIRE ATTACHMENT CEILING SUPPORT AT "C" STUDS SECTION SCALE: NTS WD BUMPER SECTION SCALE: 3" = 1' -0" ( 3 ) c METAL STUDS SECTION 7/8" PERIMETER TRIM /MOULDING PERIMETER HANGER WIRE TO ADJACENT WALL OR STRUCTURE ABOVE W/ 12 —GAUGE WIRE OR APPROVED EQUAL. FRAMING CHANNEL FOR SIZE, SPACING, SPLICES AND JOINTS. SEE SPECS BERC2 SEISMIC CLIPS. (2) #8X1/2" SELF TAPPING SCREWS CEILING CLIP 13 GA x 3/4" W 3 TIGHT TURNS (2) #8X1/2" SELF TAPPING SCREWS STEEL STRAP 1 "W x 2"L x 12GA MINIMUM 4 TIGHT TURNS SPLAYED SESMIC BRACING WIRE WALL AS SCHEDULED 2X8 WD BUMPER EASE ALL EDGES 3/8" DIA. LAG BOLTS W/ WASHERS @ 4' -0" O.C. AND 6" MAX. FROM EA. END — COUNTERSUNK. 4x4 WOOD BLOCKING 4X4 WD BLKG. NOTCH TO FIT IN MET. STD. CAVITY. 2"x 3/8" DIA. LAG BOLT W/ WASHER REVIEWED FOR — CODE COMPLIANCE APPROVED AUG 2 2 2008 City Of Tukwila BUILDIN DIVISION 1 -s" T-0" SCALE: 1" = 1' -0" b DOOR HEAD SPRINKLER HEAD AT ACT SECTION SCALE: NTS WORK STATION SECTION 1 4 0 SECTION 1 2 SCALE: 3" = 1' -0" 2.0 P —LAM SCHEDULE: PL1 — WILSONART — 4847 -38 8 MISSION SMOKE. 1 .0 SPRINKLER SUPPLY LAY —IN CEILING TILE — TILE TO BE CUT AS REQ'D TO PROVIDE 1" CLEARANCE AROUND SPRINKLER HEAD AS REQ'D BY ASCE 7 -02, SEC 9.6.2.6.2.2(e) EXPANSION PLATE ESCUTCHEON PLATE SPRINKLER HEAD WALL AS SCHEDULED BACKSPLASH — PL1 2" DIA. WIRE GROMMET @ CENTER COUNTERTOP — PL1 0/ 1 -1/4" MDF ALUM. COUNTER SUPPORT BRACKETS @ 42" MAX 0.C. RAKKS EH -1818 MOUNT TO MET. STUDS WALL W/ LAG SCREWS AND TO (E) CMU W/ ESPANSION ANCHORS TYP. WD. BLKG BACKER AT MET STUDS WALL, TYP. RUBBER BASE AS SCHED. EXIST. 8" CMU WALL EXIST WALL FURRING CUT BACK (E) GWB AND INFILL WITH NEW GWB TO MATCH AND EXTEND DOWN INSIDE DOOR FRAME. PROVIDE ANY NEW FURRING AS NEEDED HM FRAME AS SCHEDULED BLOCKING AS REQUIRED DOOR AS SCHEDULED SEALANT RECEIVED AUG 1 2008 PERMIT CENTER 0 A No. REVISION BY APP'D DATE Y31 REGISTERED AR VI T STATE OF WASHINGTON O arai jackson ellison murakami LLP ARCHITECTURE 1 URBAN DESIGN 1 INTERIORS 2300 seventh avenue seattle, washington 98121 phone: 206.323.8800 fax: 206.323.8518 internet: www.araijackson.com DESIGNED: BP DRAWN: BP PROJECT MANAGER: KEN MADDEN APPROVED: CHECKED: BE RECOMMENDED: IBIS NO: WORK REQUEST: CONTRACT NO: SCALE: AS INDICATED SITE LOCATION NO: ONE INCH AT FULL SIZE j 1" — 1 IF NOT ONE INCH, SCALE ACCORDINGLY King County Department of Transportation METRO TRANSIT DIVISION COMPONENT SUPPLY CENTER CHIEFS OFFICES REMODEL 91 TA LS DO8O3 DATE: 8/11/08 DRAWING NO: A3.00 SHEET NO: OF 06 25 1 7/8" 1 7/8" RELITE HEAD (JAMB /SILL SIM.) SECTION SCALE: 3" = DOOR/RELITE JAMB SECTION 5� SCALE: 3" = 1' -0" 2.O9 1 7/8" to PER WALL TYPE „ 4 1/4" ti 7 3 3/8" 1 " 7 RELITE JAMB SECTION 1 7/8" 9 SCALE: 3" = 1' -0" X2.0 WALL AS SCHEDULED ACOUSTICAL BATT MET. STUD HEAD TRACK. SEE STRUCT. FOR HEADER SCHEDULE. H.M. FRAME METAL STUD ANCHOR MINI BLINDS AS SCHEDULED GLAZING AS SCHEDULED DOOR AS SCHEDULED H.M. FRAME — GROUTED REMOVABLE STOP ON ROOM SIDE, TYP GLAZING AS SCHEDULED MINI BLINDS AS SCHEDULED MINI BLINDS AS SCHEDULED H.M. FRAME REMOVABLE STOP ON ROOM SIDE, TYP GLAZING AS SCHEDULED DOOR HEAD SECTION SCALE: 3" = 1' -0" 1/2" 1 7/8"- MATCH EXISTING WALL 3 3/8" SCALE: 3" = 1' -0" DOOR JAMB SECTION FIELD VERIFY (E) WALL DEPTH THRESHOLD SECTION SCALE: 3" = 1' -0" 1 7/8" 6 2.0 (E) CMU WALL (E) WALL FURRING REPAIR /REFRAME DAMAGED EDGE WITH NEW GYP. BD AND CORNER BEAD AS NECESSARY SEALANT & BACKER ROD TYP. W/ "J" EDGE BEAD WALL ANCHOR AT (E) CMU WALL. PER MANF. RECOMMENDATION. TYP. H.M. FRAME — FULLY GROUTED DOOR AS SCHEDULED NOTE: SIM ATTACHMENT FOR RELITE FRAMES TO (E) CMU WALL WALL AS SCHEDULED DOUBLE 3 -5/8" METAL STUDS STAGGERED © 24" O.C. TO MATCH EXISTING WALL DEPTH CORNER AND "J" EDGE BEAD SEALANT AND BACKER ROD, TYPICAL METAL STUD ANCHOR H.M. FRAME — FULLY GROUTED DOOR AS SCHEDULED DOOR AS SCHED. ALUM. THRESHOLD PEMKO 227A AND 19325A ANCHOR W/ NO. 10 X 1-1/2" FHWS, PHILLIPS DOOR BOTTOM SEAL PEMKO 222AV EXIST. FLOOR TILE VERIFY THICKNESS IN FIELD. FLEXIBLE GROUT EXIST. CONC. SLAB 1/2" �1 7/8" DOOR HEAD SECTION SCALE: 3" = 1' -0" PER WALL TYPE 3 3/8" MATCH EXISTING WALL DOOR JAMB /SILL 1 /2" 1 7/8" SECTION (7 SCALE: 3" = 1' -0" 12. WALL AS SCHEDULED ACOUSTICAL BATT MET. STUD HEAD TRACK. SEE STRUCT. FOR HEADER SCHEDULE. H.M. FRAME — GROUTED METAL STUD ANCHOR DOOR AS SCHEDULED WALL AS SCHEDULED DOUBLE 3 -5/8" METAL STUDS STAGGERED CO 24" 0.C. TO MATCH EXISTING WALL DEPTH CORNER AND "J" EDGE BEAD SEALANT & BACKER ROD TYP. METAL STUD ANCHOR H.M. FRAME FULLY GROUTED MINI BLINDS AS SCHEDULED GLAZING AS SCHEDULED DOOR HEAD (JAMB SIM) SECTION SCALE: 3" = 1' -0" REVIEWED FOR C .. CODE COMPLIANCE APPROVED AUG 2 2 2008 City Of Tukwila BU ICI Ng DIVISION 1 /2" N r 1 7/8 ",\ 2 1 /8" PER WALL TYPE -1 7/8" WINDOW HEAD (JAMB SIM.) SECTION SCALE: 3" = 1' -0" PER WALL TYPE WINDOW SILL SECTION 12 SCALE: 3" = 1'-0" 2.0 WALL AS SCHEDULED ACOUSTICAL BATT MET. STUD HEAD TRACK. SEE STRUCT. FOR HEADER SCHEDULE. H.M. FRAME METAL STUD ANCHOR DOOR AS SCHEDULED WALL AS SCHEDULED ACOUSTICAL BATT MET. STUD HEAD TRACK. SEE STRUCT. FOR HEADER SCHEDULE. 5/8" GYP. BD. W/ CORNER AND "J" EDGE BEAD SEALANT 8c BACKER ROD TYP. SHIM AND CAULK AS REQUIRED, TYP. SLIDING ALUM. WINDOW MINI BLINDS AS SCHEDULED GLAZING AS SCHEDULED GLAZING AS SCHEDULED MINI BLINDS AS SCHEDULED SLIDING ALUM. WINDOW SEALANT & BACKER ROD TYPICAL 5/8" GYP. BD. W/ CORNER BEAD SHIM AND CAULK AS REQUIRED, TYP. 5/8" GYP. BD. W/ "J" EDGE BEAD ACOUSTICAL BATT WALL AS SCHEDULED ECE VE AUG 15 2008 PERMIT CENTER 0 0 No. REVISION BY APP'D DATE tpet3 0 arai jackson ellison murakami LLP ARCHITECTURE 1 URBAN DESIGN 1 INTERIORS 2300 seventh avenue seattle, washington 98121 phone: 206.323.8800 fax: 206.323.8518 Internet: www.araijackson.com DESIGNED: BP DRAWN: BP CHECKED: BE RECOMMENDED: PROJECT MANAGER: KEN MADDEN APPROVED: IBIS NO: WORK REQUEST: CONTRACT NO: SCALE: AS INDICATED SITE LOCATION NO: ONE INCH AT FULL SIZE 1 - I IF NOT ONE INCH, SCALE ACCORDINGLY King County Department of Transportation METRO TRANSIT DIVISION COMPONENT SUPPLY CENTER CHIEFS OFFICES REMODEL 3I - TAILS t DATE: 8/11/08 DRAWING NO: A3.01 SHEET NO: OF 07 25 SHOP FABRICATE GALV. SHEET METAL WHEATHER HOOD PER "SMACNA" STANDARDS, 16 GA. WELD ALL SEAMS, MAKE WATERTIGHT. COORD. SIZE AND SHAPE WITH PIPING AND CONDUIT SIZES AND REQUIREMENTS. STRIPPING PLIES PER ROOFING MANF'S SPECIFICATIONS. 1/4" DIA. "TEKS" HEX —HEAD SELF — DRILLING SCREWS, "CLIMASEAL" W/ BONDED WASHER @ 6" O.C. TYP. WEATHER HOOD FILL ENTIRE SPACE W /BATT INSULATION REDISTRIBUTE (E) PEA GRAVEL SECTION SCALE: NTS MECHANICAL UNIT (SEE MECH): COORDINATE ATTACHMENT TO UNISTRUT FRAME PER MECH UNIT MOUNTING CONFIGURATION AND REQUIREMENTS. 5/1 6" DIA. "TEKS" HEX —HEAD - SELF—DRILLING SCREWS, "CLIMASEAL ", W/ BONDED WASHER, @ 6" 0.C. MECHANICAL UNIT SUPPORT SECTION SCALE: NTS 5 � 3.07 GALV. SHEET METAL CURB. SIMILAR TO DETAIL 6/A3.02 PIPING, CONDUITS BY MECH /ELECT. BAIT INSUL. CUT AND REMOVE (E) ROOFING ASSEMBLY TO GAIN ACCESS TO MET. DECK. COORDINATE WITH MECH. ON LOCATION AND SIZE OF WEATHERHOOD. INFILL WITH NEW INSULATION (SET IN MASTIC) & ROOFING TO MATCH EXISTING. REDISTRIBUTE (E) PEA GRAVEL 3/8" DIA. BOLTS W/ NEOPRENE ISOLATION BUSHINGS /LOCK NUTS /WASHERS. 1- 1/4 "X1 -1/4 ", 14 GA. UNISTRUT. 20 GA. GALVANIZED SHEET METAL CURB COVER SHOP FABRICATE GALV. SHEET METAL CURB PER "SMACNA" STANDARDS, 16 GA. WELD ALL SEAMS, MAKE WATERTIGHT. COORD. SIZE AND SHAPE WITH MECH. UNIT MANF. REQUIREMENTS. CUT AND REMOVE (E) ROOFING ASSEMBLY TO GAIN ACCESS TO MET. DECK. COORDINATE WITH MECH. ON LOCATION AND SIZE OF MECHANICAL UNIT. INFILL WITH NEW RIGID INSULATION (SET IN MASTIC) & ROOFING TO MATCH EXISTING. STRIPPING PLIES PER ROOFING MANF'S SPECIFICATIONS. (E) ROOFING ASSEMBLY V.I.F. (E) METAL DECK (E) ROOFING ASSEMBLY V.I.F. (E) METAL DECK METAL STU D ANCHOR, TYPICAL L4X4XYa. STEEL ANGLE CORNER GUARD. ATTACH WITH FLAT HEAD 5 /16" SCREWS, COUNTERSINK, @ 8" 0.C. MAX. WALL AS SCHEDULED WOOD BUMBER BELOW. CHAMFER EDGE TYP. HM FRAME METAL STUD ANCHOR, TYPICAL GLAZING AS SCHEDULED STAIR ROOF ACCESS ROOF WALKING PADS: W.R. MEADOWS "WHITEWALK ", 3 /4 "THK, OR APPROVED EQUAL. WEATHERHOOD: COORD. LOCATION WITH MECH. SEE DET. 5/A3.02. FOR FLASHING DETAIL. ROOF POST. SEE DET. 3/A3.02. COORD. LOCATION WITH ELECT. (E) SKYLIGHTS SCALE: 1/16" =1'-0" PARTIAL ROOF PLAN OD IA01 ..11P. " Na F ME- // 1 " If ROOF KEY PLAN ■ JI SHELF ■ ■ OUTLINE OF (E) OFFICE BELOW ■ (E) ROOF WALKING PADS CU UNIT. COORDINATE LOCATION WITH MECH. Z QN, FLASHED _CU .RB___RER DETAIL A302 0 3/4 3/4 AUG 2 2 2008 PROJECT PROJECT AREA NORTH -_ ■ ■ REVIEWED 'FOR s CODE COMPLIANCE APPROVED City Of Tukwila 8 ILDIN DIVISION 2" SECTION SEALANT, TYPICAL SOLDERED LEAD JACK REPLACE (E) PEA GRAVEL 1 /4" »k WINDOW /DOOR JAMB SCALE: 3" = 1' -0" ELECTRICAL EQUIPME�T AND ATTACHMENT BY ELECT. CpNTRACTOR. • j 4?i N do (E) ROOFING ASSEMBLY V.I.F. 1/4" WALL AS SCHEDULED SHIM AND CAULK, TYP. GLAZING AS SCHEDULED SLIDING ALUM. WINDOW CAULK CORNER BEAD H.M. FRAME — GROUTED DUTCH DOOR W/ SHELF AS SCHEDULED. PROVIDE 6" SHELF ON EXTERIOR SIDE. CHAMFER SHELF TO CLEAR DOOR JAMB IN ORDER TO SWING INTO ROOM. THREADED PIPE CAP 4" DIA. GALV. PIPE, 3' -6" LENGTH STAINLESS STEEL CLAMP, TYP. SELF ADHEREING UNCURED EPDM MEMBRANE CUT AND REMOVE (E) ROOFING ASSEMBLY TO GAIN ACCESS TO MET. DECK. COORDINATE WITH MECH. ON LOCATION AND SIZE. INFILL W/ NEW RIGID INSULATION (SET IN MASTIC) & ROOFING TO MATCH EXISTING. STRIPPING PLIES PER ROOFING MANUFACTURER'S P C FICATIONS. (E) METAL DECK FOUR 1/2" DIA. BOLTS. 12 "x12 "x1 /4 "GALV. STEEL PLATE. WELD TO PIPE. 12 "x12 "x1/4" GALV. STEEL PLATE. TREATED WD BLKG. LEAD FLASHED PIPE PENETRATION SECTION SCALE: NTS ECEIVED AUG 15 2008 PERMIT CENTER 0 0 A 0 No. BY APP'D DATE REVISION Lbo STATE OF WASHINGTON 0 arai jackson ellison murakami LLP ARCHITECTURE 1 URBAN DESIGN 1 INTERIORS 2300 seventh avenue seattle, washington 98121 phone: 206.323.8800 fax: 206.323.8518 internet: www.araijackson.com DESIGNED: BP DRAWN: BP /BD CHECKED: BE RECOMMENDED: PROJECT MANAGER: KEN MADDEN APPROVED: IBIS NO: WORK REQUEST: CONTRACT NO: SCALE: AS INDICATED SITE LOCATION NO: ONE INCH AT FULL SIZE 1 " IF NOT ONE INCH, SCALE ACCORDINGLY King County Department of Transportation METRO TRANSIT DIVISION COMPONENT SUPPLY CENTER CHIEFS OFFICES REMODEL D FTAI LS 108 - 1 103 DATE: 8/11/08 DRAWING NO: A3.02 SHEET NO: OF 08 25 VERIFICATION AND INSPECTION CONTINUOUS PERIODIC COMMENTS IBC REFERENCE 1. INSPECT WELDING OF ELEMENTS OF THE SEISIv IC—FORCE RESISTING SYSTEM. X X HILTI HIT —RE 500 —SD ADHESIVE 1707.4 RECEIVE! Aii►: r /11111H 2. INSPECTION OF SCREW ATTACHMENTS, BOLTING, ANCHORING, AND OTHER FASTENING OF COMPONENTS WITHIN THE SEISMIC —FORCE RESISTING SYSTEM INCLUDING: • SHEAR WALLS • DIAPHRAGMS, • DRAG STRUTS, BRACES, • SHEAR PANELS, • HOLD — DOWNS. — X HILTI KWIK BOLT TZ VERIFICATION AND INSPECTION CONTINUOUS PERIODIC COMMENTS REFERENCES ADHESIVE ANCHORS AND EPDXIED REBAR X — HILTI HIT —RE 500 —SD ADHESIVE IBC 1704.13.3 ICC ESR -2322 EXPANSION ANCHORS X — HILTI KWIK BOLT TZ IBC 1704.13.3 ICC ESR -1917 U) 0 — 0 0 _ 0 0 U x C 0 E 0 0 0_ E 0) 0 0) U 0 (f) 0) 0) 0 E 0 0 0 0 J 0 0 (r) 0) 0) E 0 0 E C 0 (f) 0) 0) 0 0 E 0 w N W 0) 0) 0 T m GE \ERAL STRUCTURAL \OTES A. GE \ERAL TYPICAL DETAILS AND THESE NOTES S ALL APPLY UNLESS NOTED OTHERWISE ON THE PLANS. B. DESIGN CRITERIA CODE REQUIREMENTS: DESIGN AND CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE (IBC), 2006 EDITION, AS AMENDED BY THE CITY OF TUKWILA. THE PUBLICATIONS LISTED BELOW ARE THE GOVERNING CODES AND STANDARDS REFERENCED BY THE BUILDING CODE. IN CASE OF CONFLICTING REQUIREMENTS, THE BUILDING CODE SHALL GOVERN. C. STRUCTURAL DESIGN APPLICABLE CODES AND STANDARDS: ASCE MINI ASTII V D. SPECIAL I \SPECTIO\ UM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, ASCE 7 -05. AMERICAN SOCIETY FOR TESTING AND SEISMIC LOAD: OCCUPANCY IVPORTANCE FACTOR, le — OCCUPANCY CATAGORY — SPECTRAL RESPONSE ACCELERATION, Ss — SPECTRAL RESPONSE ACCELERATION, S1 — SITE CLASS — SPECTRAL RESPONSE COEFFICIENT, SDS SPECTRAL RESPONSE COEFFICIENT, SD1 SEISMIC DESIGN CATEGORY — SEISMIC LOAD RESISTING SYSTEIV (S) — RESPONSE IVODIFICATION COEFFICIENT, R — SEISv1IC RESPONSE COEFFICIENT, CS — DESIGN BASE SHEAR — EQUIVALENT LATERAL FORCE PROCEDURE MATERIALS. DESIGN LOADS IN ADDITION TO THE DEAD LOADS, THE FOLLOWING LOADS WERE USED FOR DESIGN: ROOF LOADS: CONSTRUCTION LIVE LOAD 25 PSF 1.0 1 .490 0.514 D 0.993 0.514 D LIGHT FRAMED GYP. BD. SHEARWALLS 2 0.497 2.6 KIPS SPECIAL INSPECTION IS REQUIRED IN ACCORDANCE WITH IBC SECTION 1704, AND THE PROJECT SPECIFICATIONS. THESE INSPECTIONS WILL BE PERFORMED BY KING COUNTY PERSONNEL, QUALIFIED TO PERFORM THE TYPES OF INSPECTIONS SPECIFIED. THE PROJECT REPRESENTATIVE WILL BE FURNISHED WITH COPIES OF ALL INSPECTION REPORTS AND TEST RESULTS, AS WELL AS A FINAL SIGNED REPORT FOR THE INSPECTED ITEMS. SEE TABLES, SHEET S0.02, FOR SPECIAL INSPECTION REQUIREMENTS. E. COLD -FORv WELDING AMERICAN WELDING SOCIETY (AWS) D1.3 -98 STRUCTURAL WELDING CODE — SHEET STEEL WELDER CERTIFICATION v ED STEEL FRAMI \G ATERIALS: 16 GAUGE (54 MILS) AND HEAVIER 18 GAUGE (43 MILS) AND LIGHTER AST AST CONNECTORS REFERRED TO BY LETTERS OR NU SIMPSON COMPANY, OR EQUIVALENT. AMERICAN WELDING SOCIETY (AWS); WASHINGTON ASSOCIATION OF BUILDING OFFICIALS (WABO) M A446, GRADE D OR ASTM A570 GRADE E, Fy = 50 KSI M A446, GRADE A OR ASTM A570 GRADE C, Fy = 33 KSI VEERS REFER TO 'STRONG —TIE' PRODUCTS MANUFACTURED BY STANDARD ABBREVIATIO \S AB AR ADD'L AISC ALT 8c APPROX ARCH AST 1 0 BAL BTWN BR BLDG BL<G B BOT BOC BOS BRG C CFS CIP CJ CMU CTRD COL CONC CONN CONST CONT CONTR COORD DEMO 0 DIAMETER DIM DN DO D ET DWL DXS E EA EBF EF EJ EL OR ELEV ELEC EMBED EN ENGR E/O EQ EQUIV EW EXIST OR (E) EXP EXT FD FF FIN FLR FDN FOS FS FTG GA GALV GC GL GR GYP BD ANCHOR BOLTS ANCHOR RODS ADDITIONAL AVERICAN INSTITUTE OF STEEL CONSTRUCTION ALTERNATE AND APPROXI VATE ARCHITECTURAL Av ERICAN SOCIETY FOR TESTING MATERIALS AT BALANCE BETWEEN BRACED FRAv1E BUILDING BLOCKING Bvl BEAv1 BOTTOvI OF BOTTOv OF CONCRETE BOTTOV OF STEEL BEARING STEEL CHANNEL COLD FORMED STEEL CAST IN PLACE CONSTRUCTION JOINT CENTERLINE CONC v1ASONRY UNIT CENTERED COLUViN CONCRETE CONNECTION CONSTRUCTION CONTINUOUS CONTRACTOR COORDINATE DEv1OLISH DIAMETER DIMENSION DOWN DITTO DETAIL DOWEL DOUBLE EXTRA STRONG EAST EAC H ECCENTRIC BRACED FRA EACH FACE EXPANSION JOINT ELEVATIO N ELECTRICAL Ev1BED EDGE NAILING ENGINEER EDGE OF EQUAL EQUIVALENT EACH WAY EXISTING EXPANSION EXTERIOR FLOOR DRAIN FINISH FLOOR FINISH FLOOR FOUNDATION FACE OF STUD FAR SIDE FOOTING GAUGE GALVANIZED GENERAL CONTRACTOR GLUED LAMINATED GRADE GYPSUM BOARD vlE H HCP HORIZ HSB HSS IBC INT JST JBE JT kg kN kN /m kPa <SI L LB LIN LLH LLV LONG LSL LVL m MAX v ECH v1 FR MIN v ISC mm MO v1TL N NIC NTS NOV NS OC OCBF OVRF OPNG OPP OPP HD PSI PREFAB PSF PSL PT R RD REF REIN REQD REV IGH HOLLOW CORE PLAN< HORIZONTAL HIGH STRENGTH BOLT HOLLOW STRUCTURAL SECTION INTERNATIONAL BUILDING CODE INTERIOR ISOLATION JOINT JOIST JOIST BEARING ELEVATION JOINT <IP KILOGRAV KILONEWTON KILONEWTON / v1ETER KILOPASCAL KIPS PER SQ INCH STEEL ANGLE LOAD BEARING LINEAR LONG LEG HORIZONTAL LONG LEG VERTICAL LONGITUDINAL LAMINATED STRAND LUv1BER LAVINATED VENEER LUMBER vETER v1AX I v1 U vl VECHANICAL vANUFACTURER MINIv1UM MISCELLANEOUS MILLIVIETER MASONRY OPENING METAL NORTH NOT IN CONTRACT NOT TO SCALE NOMINAL NEAR SIDE ON CENTER ORDINARY CONCENTRIC BRACED FRAME ORDINARY MOMENT RESISTING FRAME OPENING OPPOSITE OPPOSITE HAND POUNDS PER SQ INCH P LATE PREFABRICATED POUNDS PER SQ FT PARALLEL STRAND LUMBER PRESSURE TREATED RADIUS ROOF DRAIN REFERENCE REINFORCEMENT REQUIRED REVISION S SCBF SCHED SECT SHT SIV SOG SMRF SPCS SPNG SPEC SS STD STD WT STL STRUCT SYVI T &B T &G TEMP THRU TO TOC TOF TOS TOP TOW TS TYP UON VB VR VERT VIF VOL W w/ WF WHS WP WT WTS WWF XS SOUTH SPECIAL CONCENTRIC BRACED SCHEDULE SECTION SHEET SIVILAR SLAB ON GRADE SPECIAL V10 VENT RESISTING FRA SPACES SPACING SPECIFICATION STAINLESS STEEL STANDARD WT STANDARD WEIGHT PIPE STEEL STRUCTURAL SYM VETTICAL TOP AND BOTTO\A TONGUE AND GROOVE TEMPORARY THROUGH TOP OF TOP OF CONCRETE TOP OF FOOTING TOP OF STEEL TOP OF PIER TOP OF WALL TUBE STEEL TYPICAL UNLESS OTHERWISE NOTED VAPOR BARRIER VAPOR RETARDER VERTICAL VERIFY IN FIELD VOLU v1E WEST WITH WIDE FLANGE WELDED HEADED STUD WORK POINT WEIGHT WELDED THREADED STUD WELDED WIRE FABRIC EXTRA STRONG FRA VIE VE REQUIRED VERIFICATION AND INSPECTION OF MANUFACTURED REVIEWED For- CODE COMPLIANCE APPROVED AUG 2 2 2008 Cit�r Of Tukwil BUILDING DIVI MATERIALS AND SYSTE MS REQUIRED VERIFICATION AND INSPECTION OF LIGHT GAUGE METAL FRA MING CONSTRUCTION PERMIT CENTER No. REVISION BY APP'D DATE iNIP '1111P 1 EXPIRES c --cj, f I O arai Jackson ellison murakami LLP ARCHITECTURE URBAN DESIGN 1 INTERIORS 2300 seventh avenue seattle, washington 98121 phone: 206.323.8800 fax: 206.323.8518 Internet: www.araijackson.com MLA MI . a.AWM an Engineering, pllc 1411 Fourth Ave, Suite 760 Seattle, Washington 98101 206.264.2727 206.264.4835 DESIGNED: JS DRAWN: TLT CHECKED: RECOMMENDED: PROJECT MANAGER: KEN MADDEN APPROVED: IBIS NO: WORK REQUEST: CONTRACT NO: SCALE: AS INDICATED SITE LOCATION NO: ONE INCH AT FULL SIZE 1" 1- 1 IF NOT ONE INCH, SCALE ACCORDINGLY King County Department of Transportation V ETRO TRA \SIT DIVISION COMPONENT SUPPLY CENTER CHIEFS OFFICES REMODEL GENERAL NOTES bOS1O3 DATE: 8/11/08 DRAWING NO: S0.01 SHEET NO: OF 9 25 o (f) 0) Cri w 0 «i O o) N - I O - O T O O Q — 1 0 W - U) I< x m _ (1; C� • u) 0) U O - >G U1 > / O U) > O O O - c 12 E O - O O O F- U Q G-) 0_ • O U) (� O T (1) 0_ 0_ c Q C 0_ 0 0 N • U) - O c U O 0 0 W 2- E Q� E 0 E < o(,)1 0 • • o jw Cy; a> (N co o - n_ / (N / _ <n r- o 11) O o / 0_ 0_ vi < N o�ouJ c) / w �U) � U) j X n 12" x 12" OPNG FOR MECH. // NEW CFS WALL, NEW CFS WALL, .5/S2.03 PLAN NOTE 1 —10" FLOOR PLAN ( SCALE: 1/4" = 1' -0" A S2.01 8 / 5 S2.03 1' -10" X MECH. SEE FOR VERT. (E) 8" CMU WALL ' -0" OPN'G FOR ARCH DETAIL G/A2.00 LOCATION. 3 S2.01 PLAN NOTE 2 600S1 62 -43 @24" O.C. CO N ROOF PLAN SCALE: 1/4" = 1' -0" 1 S2.01 NOTES: 1. ALL CFS WALLS SHALL BE CONSTRUCTED AS SHEARWALL TYPE SW44. STUDS SHALL BE 3625200 -33 @ 24" O.C., U.O.N.. SEE GYPSUM BOARD SHEARWALL SCHED. 8/52.03 2. DEC 'KING PER 2/52.03 L =LEND: INDICATES NEW LIGHT GAUGE WALL INDICATES EXISTING CMU WALL INDICATES NEW NON— STRUCTURAL LIGHT GAUGE WALLS (E) INDICATES EXISTING ELEMENT \ SPAN DIRECTION REVIEWED FOR — CODE COMPLIANCE APPROVED AUG 2 2 2008 City Of Tukwila B ILDIN DIVISION bO 89o3 RECEIVED AUG 15 2000 PERMIT CENTER 0 0 No. REVISION BY APP'D DATE . :A 10 1116 .J1 8, 9Gp 1 EXPIRES C._ 1 0 arai jackson ellison murakami LLP ARCHITECTURE 1 URBAN DESIGN 1 INTERIORS 2300 seventh avenue seattle, washington 98121 phone: 206.323.8800 fax: 206.323.8518 internet: www.araijackson.com MLA sK1 WNW Engineering, pllc 1411 Fourth Ave, Suite 760 Seattle, Washington 98101 206.264.2727 206.264.4835 DESIGNED: JS DRAWN: KP CHECKED: RECOMMENDED: PROJECT MANAGER( KEN MADDEN APPROVED: IBIS NO: WORK REQUEST: CONTRACT NO: SCALE: AS INDICATED SITE LOCATION NO: ONE INCH AT FULL SIZE 1 1- IF NOT ONE INCH, SCALE ACCORDINGLY King County Department of Transportation METRO TRANSIT DIVISIO\ COMPONENT SUPPLY CENTER CHIEFS OFFICES REMODEL FLOOR PLAN ROOF PLAN DATE: 8/11/08 DRAWING NO: S1.01 SHEET NO: OF 10 25 T /TRACK Y VARIES DECKING PER PLAN RAFTER PER PLAN #12 TEK SCREW © 24 "oc STUD WALL PER PLAN DETAIL SCALE: NTS S1 .01 WEB STIFFENER W/ (6) #10 TEK SCREW BENT STIFFENER WEB NOTE: ALIGN RAFTER W/ STUD BELOW R0/1E-WED FOR CODE COMPLIANCE APPROVED AUG 2 2 2008 City Of Tukwila BUNG DIVISION CONN PER 8/S2.03 c$7 o 00p� 00 0 °000 �o 0! °00 00° °0�000 °cc °00 00° DETAIL SCALE: NTS RAFTER PER PLAN STUD PER PLAN RAFTER WEB STIFFENER DETAIL SCALE: NTS S1.01 STUD WALL PER PLAN EXISTING S.O.G. 1 0 -bo 0P $ °00 O 0 °0 e��oo ° ° oo °00 ° °00 00° t osLIo3 S1 .01 RECEIVED AUG 15 2008 PERMIT CENTEb 0 0 0 0 A A No. REVISION BY APP'D DATE \6� ,V�1 III ht. ,, 1 EXPIRES 1 0 arai jackson ellison murakami LLP ARCHITECTURE 1 URBAN DESIGN 1 INTERIORS 2300 seventh avenue seattle, washington 98121 phone: 206.323.8800 fax: 206.323.8518 Internet: www.araijackson.com MLA MMMM a Ma laid Engineering, pllc 1411 Fourth Ave, Suite 760 Seattle, Washington 98101 206.264.2727 206.264.4835 DESIGNED: JS DRAWN: KP CHECKED: RECOMMENDED: PROJECT MANAGER: KEN MADDEN APPROVED: IBIS NO: WORK REQUEST: CONTRACT NO: SCALE: 3/4 " =1 SITE LOCATION NO: ONE INCH AT FULL SIZE 1- F 1 IF NOT ONE INCH, SCALE ACCORDINGLY King County Department of Transportation VITRO TRANSIT DIVISIO\ COMPONENT SUPPLY CENTER CHIEFS OFFICES REMODEL DETAIL SHEET DATE: 8/11/08 DRAWING' °'4NO: S2.01 SHEET NO: OF 11 25 MAX. SPAN HEADER SIZE UNO ON 4' -0" 600S162 -54 PLAN 1O' -0" 800S162 -54 o N U] 1) 0 0 cv w E 2 Q E U) w 0 0 0 0 I X 0 E > O Q E 0 0 0 N 0 N Q Q (1) T 0_ 0_ 0 N o _o 0 0 O W Ca_ — ) 0 E< > jo w (I) I Q v c° 0 N 0 n_ N (1) N O O • N 0 2 �� • (f) N O W o u- w mo o U) X f DISTRIBUTE EQUALLY AT BACK —TO —BACK STUDS SHEATHING, TYP. FASTEN STUDS TOGETHER PER 8/S2.02 CONNECTION TO STRUCTURE ABOVE PER SHEARWALL SCHEDULE HEADER, PER 3/S2.02 Ir 11 DOUBLE HEAD TRACK (SINGLE HEAD TRACK FOR OPENING <4' -0" WIDE) WINDOW, (DOOR SIM) �1 DOUBLE SILL TRACK, 9' -0" MAX. OPENING WIDTH (SINGLE TRACK FOR OPENING <4' -0" WIDE) BACK —TO —BACK DOUBLE STUDS, TYP. AT HOLDOWNS, REF. HOLDOWN SCHED. FOR MIN. STUD GAUGE, FASTEN SHEATHING TO HOLDOWN STUDS WITH PANEL EDGE FASTENERS BOT. TRACK, FASTEN TO EA. STUD w/ (1) #8 SCREW EA. SIDE, ENSURE THAT STUD BEARS ON BOT. TRACK PRIOR TO INSTALLING SCREWS NOTE: HOLDOWN WHERE OCCURS — SEE PLAN BACK —TO —BACK STUDS, TYP. AT HOLDOWNS 1. SHEATHING FASTENERS SHOWN THIS DETAIL SHALL MATCH SHEARWALL EDGE FASTENER SPACING TYPICAL CORNER FRAMING SCALE: N.T.S. S2.02 NOTE 6 1 BEARING STUD NUMBER OF FULL HEIGHT JAMB STUDS AT OPENINGS AS INDICATED ON FLOOR PLAN, USE (2) MIN IF NOT INDICATED OTHERWISE PROVIDE BLOCKING (PER 2/52.02) BTWN. STUDS AT WALL ENDS, @ 10'- 0 "o.c. BTWN., AND ADJACENT TO OPENINGS. CONN TO STRUCTURE BELOW PER SHEARWALL SCHEDULE HORIZONTAL BLOCKING STEEL STUD FRAMING • HOLDOWN PER PLANS/ HOLDOWN SCHEDULE (NOTE #4) SPLICE AS REQ'D. PER 4/S2.02 TYPICAL WALL HORIZONTA BLOCKING SCALE: N.T.S. TYP. STUD PER PLAN 2" x 18 GA. CONT. STRAP REQ'D. AT PANEL EDGES. FASTEN TO EA. STUD w/ #8 SCREW HORIZONTAL STRAP ( L ) #12 SELF — DRILLING SCREWS 2 S2.02 n LJ— T. • T T • w 0 PROVIDE STUD WEB STIFFENER w/ (4) SCREWS EA. FACE UNDER BM /JOIST & OTHER BEARING LOADS TOP TRACK HEADER SIZE PER SCHEDULE BEARING STUD CRIPPLE STUD HEAD TRACK CONT. TOP TRACK, FASTEN TO EA. STUD w/ (1) #8 SCREW EA. SIDE, ENSURE THAT TRACK BEARS ON STUD PRIOR TO INSTALLING SCREWS. FASTENERS AT PANEL EDGES INSTALL 1" MIN. FROM PANEL EDGES, TYP. SHEATHING MAY BE ORIENTED HORIZ. OR VERT. DISTRIBUTE FASTENERS EQUALLY OVER DOUBLE STUDS, TYP. FASTENERS AT INTERMEDIATE FRAMING DTL. 1/S2.02 @ CORNERS HOLDOWN PER PLANS /HOLDOWN SCHEDULE (NOTE #4) TYPICAL LOAD — B HEADER SCALE: N.T.S. COPE FLANGES TO ALLOW EXTENSION OF THE WEB FOR CONNECTION TO SUPPORT MEMBER (EA. SIDE), FASTEN WEB w/ (6) #10 SCREWS, TYP. CUT WEB AND BEND AS SHOWN -ARING DETAIL S2.02 NOTES: 1. THIS DIAGRAM IS TO BE USED IN CONJUNCTION WITH DETAILS ON THIS SHEET, SHEARWALL SCHEDULE 8/S2.03 AND HOLDOWN SCHEDULE 4/S2.03. 2. SHEATHING AND FRAMING CALLOUTS THIS DETAIL APPLY TO WALLS WITH GYPSUM BOARD PANEL SHEATHING AS REQUIRED BY SHEARWALL SCHEDULE. GYP BOARD OR OTHER RIGID SHEATHING IS REQ'D ON OPPOSITE FACE OF WALLS HAVING SHEARWALL SHEATHING ONE SIDE ONLY. 3. MIN. ALLOWABLE HORIZONTAL SHEATHING PANEL WIDTH IS 12 ", 24" FOR VERTICAL PANELS. 4. LOCATE HOLDOWNS AS CLOSE TO THE END OF THE SHEARWALL AS POSSIBLE. 5. LIGHT GAUGE TRACK & BLKG. TO MATCH STUD GAUGE, TYP. U.N.O. 6. MULTIPLE STUDS TO BE SCREWED TOGETHER w/ (2) ROWS #8 SCREWS @ 12 "o.c., OR WELDED PER 8/S2.02 TYPICAL STRUCTURAL WA FRAMING DETAIL / SCALE: N.T.S. (2) ROWS OF (10) #12 SCREWS @ 3/4" O.C. EA. SIDE OF SPLICE, TYP. fi (2) # 10 TEK © 16" O.C. + + + + + + + ++ + + + + + + + + ++ H TOP TRACK — REVIEWED FOR CO DE COMPLIANCE APPROV AUG 2 2 2000 BUILDINI ION C i t y Of T 1a PLAN Q S E C T I O N + + + + + + + + + + + + + + + + + +±j P LAN VIEW DO8'1O3 fH H Hf TOP TRACK INSERT SAME SIZE AS STUDS TO MATCH TRACK GAUGE NTE: SPLICE ALLOWABLE TENSION LOAD = 3000 lbs. FOR 33 MIL TRACK TYPICAL TOP TRAC< SPLICE DETAIL SCALE: N.T.S. S2.02 TYPICAL M U LT I P L E ECEIVE® STUD DETAIL 5 2000 SCALE: 1-1/2"=1' —0" s RTCENTEF A A A A A No. REVISION BY APP'D DATE 1 EXPIRES 9_1-40 1 0 arai jackson ellison murakami LLP ARCHITECTURE I URBAN DESIGN 1 INTERIORS 2300 seventh avenue seattle, washington 98121 phone: 206.323.8800 fax: 206.323.8518 internet: www.araijackson.com MLA MAWNIMMWW vY Engineering, pIlc 1411 Fourth Ave, Suite 760 Seattle, Washington 98101 206.264.2727 206.264.4835 DESIGNED: JS DRAWN: CHECKED: RECOMMENDED: PROJECT MANAGER: KEN MADDEN APPROVED: IBIS NO: WORK REQUEST: CONTRACT NO: SCALE: AS INDICATED SITE LOCATION NO: ONE INCH AT FULL SIZE 1 • 1 IF NOT ONE INCH, SCALE ACCORDINGLY King County Department of Transportation V -TRO TRA \SIT DIVISION COMPONENT SUPPLY CENTER CHIEFS OFFICES REMODEL DETAILS DATE: 8/1 1 /08 DRAWING NO: S2.02 SHEET NO: OF 12 25 FASTENER LOCATIONS TYPE = SHALLOW VERCOR, G90 GALVANIZED 1/1// FOLLOWING MIN. PROPERTIES': P_AN VIEW SHEAR CAPACITY REQ'D = 317 PLF. 22 GA. I = 0.023 in: S = 0.074/0.074 in Fy = 50 ksi (1) 3/16"0 x 1-1/4" TITAN HEX HEAD SCREW @ 8" O.C. TO CMU. LT. GA. WALL PER PLAN EXIST. CMU WALL TRAC TO MATCH SIZE & GAUGE OF LTGA WALL LIGHT GAUGE WALL @ EXISTING MASONRY WALL SCALE: N.T.S. NOTES: 1. MAXIMUM DECK SPAN = 2'-6" c. to c. (TWO OR MORE CONTINUOUS SPANS). MAXIMUM DECK SPAN FOR SINGLE SPANS = 2'-0" c. to c. 2. PROVIDE (4) #12 SELF—DRILLING SCREWS PER SHEET TO ALL SUPPORTS PERPENDICULAR TO DECK FLUTES (36/4 SCREW PATTERN). 3. PROVIDE #12 SELF—DRILLING SCREWS AT 24"oc TO ALL STRUTS PARALLEL TO DECK FLUTES AND TO SHEAR WALLS. 4. CONNECT DECK SIDELAP SEAMS WITH #10 SELF—DRILLING SCREWS @ 24"oc. 5. DECK TYPE MUST STRICTLY MEET CRITERIA LISTED ABOVE, INCLUDING ICC RESEARCH REPORT ALLOWABLE SHEAR LOADS. SUBMIT DECK INFORMATION TO ENGINEER PRIOR TO BEGINNING SHOP DRAWINGS. EXIST. CONCRETE SLAB DECKING PER PLAN GYP. BOARD PER ARCH RAFTER PER PLAN TRACK TO MATCH GAUGE OF RAFTER W/ 2" LEG & (1) 3/16"0 x 1-1/4" TITAN HEX HEAD SCREW @ 12" O.C. TO CONC. METAL FLOOR DECK SCALE: N.T.S. L50 W/ (3) 3/16"0 x 1-1/4" TITAN HEX HEAD SCREW TO CONC. & (3) #10 TO RAFTER. EXIST. CMU WALL ROOF @ EXISTING CONCRETE SLAB SCALE: N.T.S. LIGHT GAUGE METAL HOLDOWN SCHEDULE, ANCHOR BOLT TYPES AND INSTALLATION CRITERIA HOLDOWN MARK HOEDOWN TYPE S/HDU4 POST AND CONNECTION FASTENERS 6—#14 NO OF HOLDOWN STUDS 2-33 MIL (2-20 GA) HOLDOWN DESIGN FORCE ASD (lb) 2,320 REQ'D ANCHOR SIZE DIAM (in) 5 8 A36 HEADED BOLT EDGE DISTANCE (in) EMBEDMENT CAST IN SIMPSON ANCHOR TYPE SSTB14 EMBEDMENT THREADED ANCHOR ROD WITH HILTI RE500—SD ADHESIVE EMBEDMENT (in) 4 EDGE DISTANCE (in) 6 NOTES 1. INSTALL HOEDOWNS AND STRAPS PER MANUFACTURER'S SPECIFICATIONS AND ICC REPORTS. INFORMATION TAKEN FROM THE SIMPSON C—CFS08 CATALOG. 2. THE CONTRACTOR SHALL MATCH THE WIDTH OF THE STUD WALLS SHOWN ON THE ARCH DRAWINGS. MULTIPLE STUDS SHALL BE FASTENED TOGETHER PER 3. IF THE MINIMUM EDGE DISTANCE CANNOT BE ACHIEVED IN THE THICKNESS OF THE STEM WALL, THE ANCHOR SHALL BE EMBEDDED IN THE FOOTING. 4. SEE DETAIL 8/52.03, FOR SHEATHING EDGE NAILING REQUIREMENTS AT HOEDOWN STUDS. 5. THE CONTRACTOR MAY SELECT THE TYPE OF ANCHOR BOLT, CAST—IN OR POST—POUR INSTALLED AT HIS OPTION USING THIS SCHEDULE. 6. THIS SCHEDULE ASSUMES 2,500 psi CONCRETE OR BETTER. NOTES: REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2 2 2006 City Of Tukwila BUILDING' QIVISION DETAIL 7/52.02, NOTE 6. LIGHT GAUGE METAL HOLDOWN SCHEDULE SCALE: N.T.S. 1. REF. TYPICAL SHEARWALL DETAILS, SHEET 52.02, FOR ADDITIONAL/COMPLEMENTARY INFORMATION. 2. METAL FRAMING SHALL BE AS NOTED ON THE PLANS BUT NOT LESS THAN THE FOLLOWING MINIMUMS—STUDS: 1-5/8" x 3-1/2" w/ 3/8" RETURN LIP, TRACKS: 1-1/4" x 3-1/2". FRAMING THICKNESS : 43 MILS MIN. 3. SHEATHING FASTENERS SHALL BE NO. 8 (.161"DIAM.) X 1-3/4" LONG (MIN) FLAT—HEAD SELF—DRILLING TAPPING SCREWS (SDS) WITH A MINIMUM HEAD DIAMETER OF 0.4375 INCH. 4. SHEATHING MAY BE APPLIED VERTICALLY OR HORIZONTALLY. 5. INSTALL BLOCKING AT PANEL EDGES NOT OCCURRING AT STUDS OR PLATES. RECEIVED GYPSUM BOARD AUG 1 5 2008 SHEAR WALL PERMIT CENTER SCHEDULE SCALE: N.T.S. S2.02—S1 .01 No. NNW REVISION BY APP'D DATE arai jackson ellison murakami LLP ARCHITECTURE 1 URBAN DESIGN 1 INTERIORS 2300 seventh avenue seattle, washington 98121 phone: 206.323.8800 fax: 206.323.8518 Internet: www.araijackson.com MLA M UM Engineering, pllc 1411 Fourth Ave, Suite 760 Seattle, Washington 98101 206.264.2727 206.264.4835 DESIGNED: JS DRAWN: BM CHECKED: RECOMMENDED: PROJECT MANAGER: KEN MADDEN APPROVED: IBIS NO: WORK REQUEST: CONTRACT NO: SCALE: 3/4 SITE LOCATION NO: ONE INCH AT FULL SIZE 1 IF NOT ONE INCH, SCALE ACCORDINGLY L41 King County Department of Transportation METRO TRA\SIT DIVISION COMPONENT SUPPLY CENTER CHIEFS OFFICES REMODEL DETAIL SHEET tOBH DATE: 8/11/08 DRAWING NO: S2.03 SHEET NO: OF 13 25 LIGHT GAUGE METAL FRAMING SHEARWALL SCHEDULE (GYPSUM SHEATHED SHEAR WALL) (ALL VALUES BASED ON 2003 IBC, ASD METHODS) WALL SYMBOL SHEATHING (NOTE 4) INNER LAYER FASTENER REQUIREMENTS (NOTE 3) TOP & BOTTOM TRACK CONNECTION TO STRUCTURE CAPACITY (PLF) PANEL EDGES AND AT STUDS w/ HOLDOWNS INTERMEDIATE TRACK TO WOOD FRAMING (NOTE 6) TRACK TO STEEL FRAMING TRACK TO CONCRETE SW44 (2) LAYERS 5/8" GYPSUM SHEATHING — 2 SIDES #8 SDS @ 4"oc #8 SDS @ 7"oc (2) ROWS #8 SDS HILTI 1-1/2" X—DNI 400 FASTENER LOCATIONS TYPE = SHALLOW VERCOR, G90 GALVANIZED 1/1// FOLLOWING MIN. PROPERTIES': P_AN VIEW SHEAR CAPACITY REQ'D = 317 PLF. 22 GA. I = 0.023 in: S = 0.074/0.074 in Fy = 50 ksi (1) 3/16"0 x 1-1/4" TITAN HEX HEAD SCREW @ 8" O.C. TO CMU. LT. GA. WALL PER PLAN EXIST. CMU WALL TRAC TO MATCH SIZE & GAUGE OF LTGA WALL LIGHT GAUGE WALL @ EXISTING MASONRY WALL SCALE: N.T.S. NOTES: 1. MAXIMUM DECK SPAN = 2'-6" c. to c. (TWO OR MORE CONTINUOUS SPANS). MAXIMUM DECK SPAN FOR SINGLE SPANS = 2'-0" c. to c. 2. PROVIDE (4) #12 SELF—DRILLING SCREWS PER SHEET TO ALL SUPPORTS PERPENDICULAR TO DECK FLUTES (36/4 SCREW PATTERN). 3. PROVIDE #12 SELF—DRILLING SCREWS AT 24"oc TO ALL STRUTS PARALLEL TO DECK FLUTES AND TO SHEAR WALLS. 4. CONNECT DECK SIDELAP SEAMS WITH #10 SELF—DRILLING SCREWS @ 24"oc. 5. DECK TYPE MUST STRICTLY MEET CRITERIA LISTED ABOVE, INCLUDING ICC RESEARCH REPORT ALLOWABLE SHEAR LOADS. SUBMIT DECK INFORMATION TO ENGINEER PRIOR TO BEGINNING SHOP DRAWINGS. EXIST. CONCRETE SLAB DECKING PER PLAN GYP. BOARD PER ARCH RAFTER PER PLAN TRACK TO MATCH GAUGE OF RAFTER W/ 2" LEG & (1) 3/16"0 x 1-1/4" TITAN HEX HEAD SCREW @ 12" O.C. TO CONC. METAL FLOOR DECK SCALE: N.T.S. L50 W/ (3) 3/16"0 x 1-1/4" TITAN HEX HEAD SCREW TO CONC. & (3) #10 TO RAFTER. EXIST. CMU WALL ROOF @ EXISTING CONCRETE SLAB SCALE: N.T.S. LIGHT GAUGE METAL HOLDOWN SCHEDULE, ANCHOR BOLT TYPES AND INSTALLATION CRITERIA HOLDOWN MARK HOEDOWN TYPE S/HDU4 POST AND CONNECTION FASTENERS 6—#14 NO OF HOLDOWN STUDS 2-33 MIL (2-20 GA) HOLDOWN DESIGN FORCE ASD (lb) 2,320 REQ'D ANCHOR SIZE DIAM (in) 5 8 A36 HEADED BOLT EDGE DISTANCE (in) EMBEDMENT CAST IN SIMPSON ANCHOR TYPE SSTB14 EMBEDMENT THREADED ANCHOR ROD WITH HILTI RE500—SD ADHESIVE EMBEDMENT (in) 4 EDGE DISTANCE (in) 6 NOTES 1. INSTALL HOEDOWNS AND STRAPS PER MANUFACTURER'S SPECIFICATIONS AND ICC REPORTS. INFORMATION TAKEN FROM THE SIMPSON C—CFS08 CATALOG. 2. THE CONTRACTOR SHALL MATCH THE WIDTH OF THE STUD WALLS SHOWN ON THE ARCH DRAWINGS. MULTIPLE STUDS SHALL BE FASTENED TOGETHER PER 3. IF THE MINIMUM EDGE DISTANCE CANNOT BE ACHIEVED IN THE THICKNESS OF THE STEM WALL, THE ANCHOR SHALL BE EMBEDDED IN THE FOOTING. 4. SEE DETAIL 8/52.03, FOR SHEATHING EDGE NAILING REQUIREMENTS AT HOEDOWN STUDS. 5. THE CONTRACTOR MAY SELECT THE TYPE OF ANCHOR BOLT, CAST—IN OR POST—POUR INSTALLED AT HIS OPTION USING THIS SCHEDULE. 6. THIS SCHEDULE ASSUMES 2,500 psi CONCRETE OR BETTER. NOTES: REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2 2 2006 City Of Tukwila BUILDING' QIVISION DETAIL 7/52.02, NOTE 6. LIGHT GAUGE METAL HOLDOWN SCHEDULE SCALE: N.T.S. 1. REF. TYPICAL SHEARWALL DETAILS, SHEET 52.02, FOR ADDITIONAL/COMPLEMENTARY INFORMATION. 2. METAL FRAMING SHALL BE AS NOTED ON THE PLANS BUT NOT LESS THAN THE FOLLOWING MINIMUMS—STUDS: 1-5/8" x 3-1/2" w/ 3/8" RETURN LIP, TRACKS: 1-1/4" x 3-1/2". FRAMING THICKNESS : 43 MILS MIN. 3. SHEATHING FASTENERS SHALL BE NO. 8 (.161"DIAM.) X 1-3/4" LONG (MIN) FLAT—HEAD SELF—DRILLING TAPPING SCREWS (SDS) WITH A MINIMUM HEAD DIAMETER OF 0.4375 INCH. 4. SHEATHING MAY BE APPLIED VERTICALLY OR HORIZONTALLY. 5. INSTALL BLOCKING AT PANEL EDGES NOT OCCURRING AT STUDS OR PLATES. RECEIVED GYPSUM BOARD AUG 1 5 2008 SHEAR WALL PERMIT CENTER SCHEDULE SCALE: N.T.S. S2.02—S1 .01 No. NNW REVISION BY APP'D DATE arai jackson ellison murakami LLP ARCHITECTURE 1 URBAN DESIGN 1 INTERIORS 2300 seventh avenue seattle, washington 98121 phone: 206.323.8800 fax: 206.323.8518 Internet: www.araijackson.com MLA M UM Engineering, pllc 1411 Fourth Ave, Suite 760 Seattle, Washington 98101 206.264.2727 206.264.4835 DESIGNED: JS DRAWN: BM CHECKED: RECOMMENDED: PROJECT MANAGER: KEN MADDEN APPROVED: IBIS NO: WORK REQUEST: CONTRACT NO: SCALE: 3/4 SITE LOCATION NO: ONE INCH AT FULL SIZE 1 IF NOT ONE INCH, SCALE ACCORDINGLY L41 King County Department of Transportation METRO TRA\SIT DIVISION COMPONENT SUPPLY CENTER CHIEFS OFFICES REMODEL DETAIL SHEET tOBH DATE: 8/11/08 DRAWING NO: S2.03 SHEET NO: OF 13 25 DUCT TYPE LOCATION R -VALUE SUPPLY /RETURN NOT WITHIN CONDITIONED SPACE R -7 (INCLUDE APPROVED WEATHERPROOF BARRIER) SUPPLY WITHIN CONDITIONED SPACE R -3.3 MECHANICAL LEGEND No. GENERAL SYMBOL DESCRIPTION HEAVY LINE INDICATES NEW WORK LIGHT LINE INDICATES EXISTING WORK OR BACKGROUND CENTERLINE / / / / / /// EXISTING WORK TO BE REMOVED PIPELINE - NORMAL DIRECTION OF FLOW KEY NOTE CALLOUT P1 EF -1 CD2 -300 A/M2.01 VENTILATION DOUBLE SINGLE DESCRIPTION I - 'h �� - �rEXHAUST GRILLE (SIDEWALL) + + 2 � i MOTORIZED CONTROL DAMPER EQUIPMENT SYMBOL 101 PLUMBING AND PIPING SYMBOL A io DESCRIPTION REVISION CALLOUT PLUMBING FIXTURE OR DRAIN CALLOUT, SEE SCHEDULE POINT OF CONNECTION EQUIPMENT CALLOUT, SEE SCHEDULE DIFFUSER OR GRILLE CALLOUT, SEE SCHEDULE VOLUME FLOW RATE (CFM), NONE INDICATED FOR TRANSFER GRILLE DIFFUSER OR GRILLE TYPE DETAIL CALLOUT: INDICATES DETAIL NUMBER SHEET NUMBER WHERE DETAIL IS DRAWN ELEVATION REFERENCE EXHAUST AIR DUCT - TURNING UP OR TOWARD EXHAUST AIR DUCT - TURNING DOWN OR AWAY TRANSITION TURNING VANES IN RECTANGULAR DUCT TURN 90° ELBOW (RADIUS = 1.5 x ELBOW DIAMETER) RECTANGULAR BRANCH CONNECTION WITH 45° TAPER VOLUME DAMPER DESCRIPTION THERMOSTAT OR TEMPERATURE SENSOR CEILING DIFFUSER (FOUR -WAY AIRFLOW) RETURN GRILLE WITH BOOT COMPRESSED AIR PIPE TURNING UP OR TOWARD PIPE TURNING DOWN OR AWAY BY APP'D DATE REVISION ABBREVIATIONS AC AIR CONDITIONING UNIT AMP AMPERE ASME AMERICAN SOCIETY OF MECHANICAL ENGINEERS BHP BRAKE HORSEPOWER BRNZ BRONZE CD CONDENSATE DRAIN CFH CUBIC FEET PER HOUR CFM CUBIC FEET PER MINUTE CLG CEILING /COOLING CO CLEANOUT COMM COMMUNICATION COMPR COMPRESSOR COND CONDENSER /CONDENSATE CW COLD WATER CU CONDENSING UNIT DB DRY BULB /DECIBLE DCCI DURA COATED CAST IRON DN DOWN DWG DRAWING EF EXHAUST FAN EG EXHAUST GRILLE ELEC ELECTRICAL ELEV ELEVATOR EMERG EMERGENCY ESP EXTERNAL STATIC PRESSURE F FAHRENHEIT FD FLOOR DRAIN /FIRE DAMPER FDC FIRE DEPARTMENT CONNECTION FLR FLOOR FPM FEET PER MINUTE FT FEET /FOOT GAR GARAGE GW GARAGE WASTE HB HOSE BIBB HP HORSEPOWER IE INVERT ELEVATION (BELOW TOP OF LEVEL 1 SLAB) IN INCH KW KILOWATT POUNDS LINEAL FOOT MAXIMUM BRITISH THERMAL UNIT PER HOUR (THOUSAND) MECHANICAL MINIMUM NOISE CRITERIA OVERFLOW ROOF DRAIN OVERFLOW RAIN WATER LEADER PRESSURE DROP POWER RELATIVE HUMIDITY ROOF DRAIN ROOM REVOLUTIONS PER MINUTE RAIN WATER LEADER LBS LF EXPIRES 5 -21 -2009 MAX MBH MECH MIN NC ORD ORWL PD PWR RH RD RM RPM RWL SMACNA SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION SP STATIC PRESSURE /STANDPIPE SPD SPEED SPEC SPECIFICATION TEMP TEMPERATURE TYP TYPICAL UH UNIT HEATER V VENT /VOLT VEL VELOCITY W WASTE /WATT WB WET BULB WC WATER COLUMN WG WATER GAGE WSEC WASHINGTON STATE ENERGY CODE O arai jackson ellison murakami LLP ARCHITECTURE 1 URBAN DESIGN !INTERIORS 2300 seventh avenue seattle, washington 98121 phone: 206.323.8800 fax: 206.323.8518 Internet: www.araijackson.com CDi ENGINEERS 4200 - 194th St SW, Suite 200 Lynnwood, WA 98036 T 425.672.1071 F 425.778.8769 wwvv.CDiENGINEERS.com GENERAL NOTES 1. THE MECHANICAL SYSTEM SHALL CONSIST OF ALL WORK SHOWN ON DRAWINGS, DIAGRAMS, AND AS DESCRIBED IN SPECIFICATIONS. 2. INSTALL ALL MECHANICAL WORK AS HIGH AS POSSIBLE, TIGHT TO STRUCTURE ABOVE 3. THE MECHANICAL PLANS ARE DIAGRAMMATIC IN NATURE AND DO NOT ATTEMPT TO SHOW ALL REQUIRED OFFSETS. REFER TO ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR CONSTRUCTION DETAILS. 4. ITEMS NOTED "TYPICAL" OR "TYP" ON ANY SHEET APPLY TO THAT PARTICULAR SHEET. 5. COORDINATE WITH SPECIFICATIONS. 6. PROVIDE NEC CODE MINIMUM HORIZONTAL AND VERTICAL WORKING CLEARANCES FOR ALL ELECTRICAL PANELS AND EQUIPMENT. OFFSET MECHANICAL WORK AS REQUIRED. 7. COORDINATE ALL MECHANICAL WORK WITH THAT OF OTHER TRADES TO INSURE PROPER INTERFACE OF THEIR WORK WITH THE WORK OF THIS CONTRACTOR. PROVIDE COORDINATED SHOP DRAWINGS PRIOR TO FABRICATION AND INSTALLATION. 8. ALL DUCTWORK SIZES SHOWN ARE INSIDE CLEAR. ADD APPROPRIATE DIMENSION FOR INSULATION OR DUCT LINER TO OBTAIN "TOTAL" DUCT SIZE. 9. INSTALL FIRE DAMPERS AT ALL LOCATIONS WHERE DUCTS PENETRATE FIRE RATED WALLS. DAMPER FIRE RATING SHALL BE 1-1/2 HOUR UNLESS NOTED OTHERWISE. COORDINATE DAMPER ACCESS WITH GENERAL CONTRACTOR AND ELECTRICAL CONNECTIONS WITH ELECTRICAL CONTRACTOR. 10. REFER TO ARCHITECTURAL PLANS AND ELEVATIONS FOR EXACT LOCATION OF ALL GRILLES. 11. PROVIDE TRANSITIONS AS REQUIRED TO CONNECT DUCTWORK TO FANS AND OTHER MECHANICAL EQUIPMENT. 12. PROVIDE GRILLE FRAMES COMPATIBLE WITH ARCHITECTURAL WALL TYPE. REFER TO ARCHITECTURAL PLANS FOR WALL TYPE. 13. COORDINATE EXACT LOCATIONS OF ALL ROOM THERMOSTATS AND /OR ROOM TEMPERATURE SENSORS WITH ROOM EQUIPMENT AND PROJECT REPRESENTATIVE PRIOR TO INSTALLATION. 14. PROVIDE A VOLUME DAMPER FOR EACH SUPPLY, RETURN AND EXHAUST OPENING AND IN BRANCHES WHERE THREE OR MORE OPENINGS ARE ASSOCIATED WITH THE BRANCH AND ELSEWHERE AS NOTED ON THE DRAWINGS OR SPECIFICATIONS. 15. PROVIDE 1" THICK DUCT LINER IN ALL RECTANGULAR SUPPLY AIR DUCTWORK DOWNSTREAM OF AIR TERMINAL UNITS UNLESS NOTED OTHERWISE. 16. PROVIDE 1" THICK DUCT LINER IN ALL RECTANGULAR RETURN AIR AND TRANSFER AIR DUCTWORK UNLESS NOTED OTHERWISE. DESIGNED: JMD DRAWN: CDi CHECKED: RCG RECOMMENDED: PROJECT MANAGER: KEN MADDEN APPROVED: IBIS NO: WORK REQUEST: CONTRACT NO: REVIEWED FOR CODE COMPLIANCE APPROVED AUG 22 2008 City Of Tukwila BUILDI VISION SITE LOCATION NO: ONE INCH AT FULL SIZE 1 » 1 IF NOT ONE INCH, SCALE ACCORDINGLY SCALE: NONE 2006 WSEC COMPLIANCE 1 HVAC EQUIPMENT SHALL HAVE MINIMUM PERFORMANCE AT SPECIFIED RATING CONDITIONS NOT LESS THAN THE VALUES INDICATED IN TABLE 14-1A THROUGH 14-1G AND 1411.1 OF THE WSEC AND AS INDICATED ON THE CONTRACT DOCUMENTS. 2. PROVIDE DEADBAND BETWEEN HEATING /COOLING SPACE SENSOR SETPOINTS OF 5 DEGREES AS REQUIRED BY REQUIRED BY SECTION 1412.2 OF THE WSEC OR AS DESCRIBED IN THE TEMPERATURE CONTROL SEQUENCES. 3. HVAC SYSTEMS SHALL BE EQUIPPED WITH AUTOMATIC CONTROLS CAPABLE OF ACCOMPLISHING SETBACK OR SHUTDOWN DURING UNOCCUPIED PERIODS AS REQUIRED BY SECTION 1412.4 OF THE WSEC AND AS DESCRIBED IN THE TEMPERATURE CONTROL SEQUENCES. 4. ALL DUCTWORK SHALL COMPLY WITH SMACNA STANDARDS FOR CONSTRUCTION OF GALVANIZED DUCTWORK. ALL DUCTWORK SHALL BE SEALED AS REQUIRED BY SECTION 1414.1 OF THE WSEC. DUCT TAPE NOT ALLOWED. DUCTWORK STATIC PRESSURE AND SEAL CLASS: WATER COLUMN SEAL CLASS /2 TO 2 INCHES SEAL TRANSVERSE JOINTS 5. ALL DUCTWORK SHALL BE INSULATED AS REQUIRED BY SECTION 1414.2 OF THE WSEC AND AS DESCRIBED IN SECTION 15081 OF THE PROJECT MANUAL. 6. SUPPLY AIR TEMPERATURES SHALL BE AUTOMATICALLY RESET AS REQUIRED IN SECTION 1432.2.1 AND 1432.2.2 OF THE WSEC OR AS DESCRIBED IN THE TEMPERATURE CONTROL SEQUENCES. 7. SIMULTANEOUS HEATING AND COOLING TO INDIVIDUAL ZONES SHALL BE PROHIBITED AS DESCRIBED IN THE TEMPERATURE CONTROL SEQUENCES EXCEPT WHERE PERMITTED IN SECTION 1435, EXCEPTIONS 1 THROUGH 4 OF THE WSEC. 8. INDIVIDUAL ZONE TERMINAL UNITS AND HVAC SYSTEMS SERVING PORTIONS OF THE BUILDING HAVING LESS THAN 24 HOUR OPERATION SHALL BE SHUT OFF DURING UNOCCUPIED PERIODS AS REQUIRED BY SECTION 1432.1 OF THE WSEC AND AS DESCRIBED IN THE TEMPERATURE CONTROL SEQUENCES. 9. MOTOR EFFICIENCY SHALL NOT BE LESS THAN THE MINIMUM CALLOUTS PER TABLE 14 -4 AND SECTION 1437 OF THE WSEC FOR FULL LOAD EFFICIENCIES. 10. RECORD DRAWINGS SHALL BE PROVIDED TO THE OWNER WITHIN 90 DAYS AFTER THE DATE OF SYSTEM ACCEPTANCE AS REQUIRED BY SECTION 1416.1 OF THE WSEC. THE DRAWINGS SHALL INDICATE THE LOCATION AND PERFORMANCE DATA OF EQUIPMENT, GENERAL CONFIGURATION OF DUCTWORK AND PIPING DISTRIBUTION SYSTEMS, INCLUDING FLOW RATES AS A MINIMUM. 11. OPERATION AND MAINTENANCE MANUALS SHALL BE PROVIDED TO THE OWNER AS REQUIRED BY SECTION 1416.2 OF THE WSEC. PROVIDE ON ELECTRONIC DISK. AS A MINIMUM, THE MANUALS SHALL INCLUDE: 1. SUBMITTAL DATA. 2. OPERATION AND MAINTENANCE DATA FOR EQUIPMENT. 3. NAMES AND ADDRESSES OF SERVICE AGENCIES. 4. HVAC CONTROLS SYSTEM MAINTENANCE AND CALIBRATION INFORMATION. 5. NARRATIVE OF HOW SYSTEM IS INTENDED TO OPERATE. 12. HVAC SYSTEMS SHALL BE BALANCED AS REQUIRED BY SECTION 1416.3 OF THE WSEC. 13. COMMISSIONING SHALL BE PROVIDED AND A REPORT OF COMMISSIONING BE SUBMITTED TO THE OWNER AS REQUIRED BY SECTION 1416.4 OF THE WSEC. DRAWING INDEX M0.01 LEGEND, ABBREVIATIONS, GENERAL NOTES, 2006 WSEC COMPLIANCE AND DRAWING INDEX M0.02 SCHEDULES M1.01 FLOOR PLAN - MECHANICAL DEMOLITION AND NEW M2.01 PARTIAL PLANS, ELEVATIONS AND DETAILS ECEW ED AUG .15 2000 PERMIT CENTER King County Department of Transportation METRO TRANSIT DIVISION �;;.` COMPONENT SUPPLY CENTER' ' CHIEFS OFFICES REMODEL LEGEND, ABBREVIATIONS, NOTES, 2006 WSEC, AND DRAWING INDEX DATE: 8/11/08 DRAWING NO: M0.01 SHEET NO: OF 1 4 25 HEAT PUMPS - SPLIT SYSTEM MARK LOCATION CP -1 AC -1 RM 139A MARK AC - 1 CD1 RM 139A /ROOF FLOW: GPM 1 TYPE CAPACITY TYPE DUCTED TYPE DESCRIPTION INLINE STEEL NOM CLG: TONS 1.5 DISCH PRESS: PSIG 75 0.02 NET CLG: BTUH 19,100 MAX CORE VEL: FPM RECEIVER CAPACITY: GAL 0.5 SEER 15 3/4 8x8 ELECTRICAL VOLT /PHASE HTG CAP: BTUH 12,300 MOTOR HP (EA) 1/40 350RL OPER WEIGHT HTG COP 3.40 MAX SP: IN WO BASIS OF DESIGN MANUFACTURER REFRIGERANT R -41 OA MODEL 2EC —SPT CONNECTIONS SUCTION LINE: IN 5/8 500 LIQUID LINE: IN 3/8 MAX NC: [2] 15 DRAIN: IN 3/4 15 INDOOR SECTION LOCATION RM 139A /ROOF TITUS AIRFLOW: CFM [7] 200 MODEL ESP: IN WG 0.3 MCD MOTOR HP 1/4 [ 1, 2, 3] ELEC HEAT: KW 4.8 3] FILTER TYPE DISPOSABLE WEIGHT: LBS 111 VOLT /PHASE 208/1 FLA 1.4 L.R. AMPS 3.1 OUTDOOR SECTION CU - 1 LOCATION ROOF WEIGHT: LBS 239 VOLT /PHASE 208/1 MCA 12.0 BASIS OF DESIGN MANUFACTURER TRANE MODEL (INDOOR) 4TEC3F18 MODEL (OUTDOOR) 4TWX5018 NOTES [1 — 6] PUMPS - CONDENSATE MARK LOCATION SERVES CP -1 RM 139A MARK AC - 1 CD1 CAPACITY FLOW: GPM 1 TYPE TDH: FT 10 MOD CORE TYPE DESCRIPTION INLINE STEEL MOTOR RPM 3,500 DISCH PRESS: PSIG 75 0.02 DISCH: IN 3/4 MAX CORE VEL: FPM RECEIVER CAPACITY: GAL 0.5 6x6 INLET: IN 3/4 8x8 ELECTRICAL VOLT /PHASE 115/1 MOTOR HP (EA) 1/40 350RL OPER WEIGHT WEIGHT: LBS 6 MAX SP: IN WO BASIS OF DESIGN MANUFACTURER LITTLE GIANT MODEL 2EC —SPT NOTES [ 1, 2, 3] 400 CEILING DIFFUSERS MARK EG -1 MARK DESCRIPTION CD1 CD2 MATERIAL TYPE DESCRIPTION MOD CORE MOD CORE DUCT SIZE: IN MATERIAL STEEL STEEL MAX FLOW: CFM NOM FACE SIZE: IN 24x24 MAX SP: IN WG 0.02 24x24 MAX CORE VEL: FPM CAPACITY NECK SIZE: IN 6x6 — 8x8 BASIS OF DESIGN MANUFACTURER MAX FLOW: CFM 100 MODEL 350RL 200 NOTES MAX SP: IN WO 0.05 0.05 MAX NECK VEL: FPM 400 500 MAX NC: [2] 15 15 BASIS OF DESIGN MANUFACTURER TITUS TITUS MODEL MCD MCD NOTES [ 1, 2, 3] [ 1, 2, 3] EXHAUST GRILLES MARK EG -1 TYPE DESCRIPTION LOUVERED MATERIAL STEEL CAPACITY DUCT SIZE: IN 12x10 MAX FLOW: CFM 200 MAX SP: IN WG 0.02 MAX CORE VEL: FPM 300 MAX NC: — BASIS OF DESIGN MANUFACTURER TITUS MODEL 350RL NOTES [ 1, 2, 3] No. REVISION BY APP'D DATE EXPIRES 5 -21 -2009 NOTES: 1. REFER TO ELECTRICAL DRAWINGS FOR DISCONNECT SWITCHES. 2. PROVIDE EQUIPMENT SUPPORT STAND FOR ROOF MOUNTED OUTDOOR UNIT, REFER TO ARCHITECTURAL DRAWINGS. 3. ROUTE CONDENSATE DRAIN TO NEAREST LAVATORY TAILPIECE DRAIN, SEE PLANS. 4. PROVIDE WITH MICROPROCESSOR THERMOSTATIC PROGRAMMABLE CONTROLLER. 5. HANG INDOOR UNIT FROM EXISTING STRUCTURE ABOVE CEILING SPACE WITH SPRING VIBRATION ISOLATION. 6. INTERLOCK AC -1 WITH EXISTING ROOFTOP UNIT AC -102 TO PREVENT SIMULTANEOUS HEATING AND COOLING. 7. UNIT SET ON LOW SPEED. 0 arai jackson ellison murakami LLP ARCHITECTURE 1 URBAN DESIGN 1 INTERIORS 2300 seventh avenue seattle, washington 98121 phone: 206.323.8800 fax: 206.323.8518 Internet: www.araijackson.com CDi ENGINEERS 4200 - 194th St SW, Suite 200 Lynnwood, WA 98036 T 425.672.1071 F 425.778.8769 www.CDIENGINEERS.com DESIGNED: JMD DRAWN: CDi CHECKED: RCG RECOMMENDED: REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2 2 2008 City Of Tukwila 8UILDING- DIVISION PROJECT MANAGER: KEN MADDEN APPROVED: IBIS NO: WORK REQUEST: CONTRACT NO: SCALE: NONE SITE LOCATION NO: ONE INCH AT FULL SIZE IF NOT ONE INCH, SCALE ACCORDINGLY NOTES: 1. PROVIDE GRILLES WITH BORDER STYLES THAT ARE COMPATIBLE WITH ADJACENT CEILING SYSTEMS, REFER TO ARCHITECTURAL PLANS. 2. NC BASED ON OCTAVE BANDS 2 — 7 SOUND POWER LEVELS MINUS A ROOM ABSORPTION OF 10 DB, MEASURED PER ASHRAE 70 -91. 3. PROVIDE ATTACHED PLENUM. SEE DETAIL 2 ON M2.01. NOTES: 1. PROVIDE DIFFUSERS WITH BORDER STYLES THAT ARE COMPATIBLE WITH ADJACENT CEILING SYSTEMS. REFER TO ARCHITECTURAL PLANS. 2. NC BASED ON OCTAVE BANDS 2 — 7 SOUND POWER LEVELS MINUS A ROOM ABSORPTION OF 10 DB, MEASURED PER ASHRAE 70 -91. 3. PROVIDE ATTACHED PLENUM, INTERNALLY LINED WITH 1" DUCTLINER. SEE DETAIL 1 ON M2.01. NOTES: 1. REFER TO ELECTRICAL DRAWINGS FOR DISCONNECT SWITCH. 2. PROVIDE WITH SHUT OFF ALARM 3. HANG FROM STRUCTURE ABOVE. King County Department of Transportation METRO TRANSIT DIVISION COMPONENT SUPPLY CENTER CHIEFS OFFICES REMODEL SCHEDULES.. ECEWE AUG 1 5 2008 PERMIT CENTER DATE: 8/11/08 DRAWING NO: M0.02 SHEET NO: OF 1 5 25 M2.01 ®5 12x10 12x12 UP AND DN 10x10 � 10 "o 8 "0 12x8- CD2 -20,0 I SUPPLY AND EXHAUST OVERHEAD FREW AC -102 CD2 -150 JJIIJJ II IIII 1III-��I�1�ll� %< 8"0 ,;O '12x10 6 "0 EG1 -135 T ▪ i pI 8x6 EG1 -135 KEY NOTES: O TYPICAL 24x24 CEILING SUPPLY DIFFUSER. © TYPICAL 12x10 CEILING EXHAUST GRILLE. © RELOCATED EXISTING COMPRESSED AIR VALVE STATIONS. CONNECT TO NEW COMPRESSED AIR PIPING. ® NEW COMPRESSED AIR PIPING EXPOSED ON WALL. REFER TO ELEVATIONS ON M2.01. ® NEW SUPPLY AND EXHAUST DUCTWORK IN CEILING SPACE. CONNECT TO EXISTING DUCT DROPS, IN CEILING SPACE. ® NEW SPACE THERMOSTAT TO EXISTING AC -102 ON ROOF. • INSULATED DX SUCTION AND LIQUID LINES UP, SECURED TO WALL, TO ROOF. REFER TO PARTIAL ROOF PLAN ON M2.01 FOR CONTINUATION. ® 3/ COPPER CONDENSATE DRAIN UP. REFER TO PARTIAL FLOOR PLAN ON M2.01 FOR CONTINUATION. ® EXTEND EXISTING FIRE SPRINKLER SYSTEM FOR FULL COVERAGE PER NFPA -13. © REFER TO STRUCTURAL AND ARCHITECTURAL DRAWINGS FOR DUCT CONFIGURATION THROUGH OPENING. /,r , \ jl CD1 -50 i. '/ EG1- 45 j f) PROJECT R PLAN - MECHANICAL NORTH FLOOR ,, SCALE: %4 " =1' -0" 4x6 8 "0 3/4 LOW PRESSURE COMPRESSED AIR RISER MAIN RISER O (TYP A /M2.01 (TYP) 12x12 UP AND DN ®1 THROUGH WALL AIR CONDITIONER 12"0 COMPRESSED AIR DROPS AND QUICK DISCONNECT STATIONS ®2 3/4 ///_/////./ - / / / / / / / /_ / / / / / / / /z)/ / /_ / / /_�+? SD 1 10x10'1 AT 240rCFM EACH r r " jA EG -10x10 AT m o 240 CFVI EACH ® o� 10'0 Ore* jI ( r ��� ir® AS®ii ►ii ®i silo � ►-K1 NM .trVgd 4rA Al ZaridrO SUPPLY AND EXHAUST OVERHEAD FROM EXISTING AC -102 PROJECT FLOOR PLAN - MECHANICAL DEMOLITION NORTH SCALE: �/4 " -1' -0" KEY NOTES: 0 EXISTING THROUGH WALL AIR CONDITIONER TO BE REMOVED. INFILL CMU WALL TO MATCH EXISTING. ®2 REMOVE EXISTING COMPRESSED AIR LINE AND DROPS ON WALL TO STATION OUTLETS. SALVAGE STATION OUTLETS, VALVING AND DISCONNECT ASSEMBLIES FOR RELOCATION. CAP PIPE DURING NEW ROOM CONSTRUCTION. ®3 REMOVE EXISTING SUPPLY DIFFUSERS AND DUCTWORK BACK TO SUPPLY DUCT DROP THROUGH DECK. ® REMOVE EXISTING EXHAUST AIR GRILLES AND DUCTWORK BACK TO EXHAUST DUCT DROP THROUGH DECK. ® EXISTING AIR BALANCE CFM READINGS. EG -10x10 AT 240 CFM EACH ® bO CAP 3/4 LOW PRESSURE COMPRESSED AIR RISER MAIN RISER coDE COMP LIANCE AP PROVED AUG 22 2008 City Of Tukwila RECEIVED AUG ,15 2008 PERMIT CENTER BUILDING KEY PLAN No. REVISION BY APP'D DATE EXPIRES 5 -21 -2009 O arai jackson ellison murakami LLP ARCHITECTURE I URBAN DESIGN 1 INTERIORS 2300 seventh avenue seattle, washington 98121 phone: 206.323.8800 fax: 206.323.8518 Internet: www.araijackson.com CDi ENGINEERS 4200 - 194th St SW, Suite 200 Lynnwood, WA 98036 T 425.672.1071 F 425.778.8769 www.CDiENGINEERS.com DESIGNED: JMD DRAWN: CDi CHECKED: RCG RECOMMENDED: PROJECT MANAGER: KEN MADDEN APPROVED: IBIS NO: WORK REQUEST: CONTRACT NO: SCALE: 1/4 " =l - 0 " SITE LOCATION NO: ONE INCH AT FULL SIZE IF NOT ONE INCH, SCALE ACCORDINGLY L King County Department of Transportation METRO TRANSIT DIVISION COMPONENT SUPPLY CENTER CHIEFS OFFICES REMODEL FLOOR PLAN - MECHANICAL DEMOLITION AND NEW DATE: ,1 8/11/08 DRAWING NO: M1 .01 SHEET NO: OF 16 25 I f INSULATED DX SUCTION , AND LIQUID LINES DN IN HOOD CHIEF'S OFFICE REMODEL BELOW ij 3 /4"CD OVER DOOR 1 j, 1. 4 `I f I 1. 1 .4 )E-A 1A1. )1/), ) I !I : I ;;;;A.A........--- • -A, .- -- ----._ _ ..............._ 1'1 'IIIII I ...)'; ( ..;!4 ') . ... ......., I I I I F.A.1-;E:. E: CAA, AIIIE..I1: ------. ;:;;;-- - r -• 1 I L. A.....;;I...1 ! • 1- ... 121 I I ,! .; I f J _ it • ';•• II A.-, 1 -•••\,,, 11 1 AA \ 1.11111:11:111:111.11._ ; I - 111C1...FAIA t Al. 1 ['II IA 11' 1 I ;_; KEY NOTES: 0 SECURE TO CURB. REFER TO ARCHITECTURAL FOR CURB DETAILS. PARTIAL ROOF PLAN - HVAC SCALE: 1/16"=l'—O" - (4- -,- . cAFFI.f 3/4"CD DN, SEE M1.O1 FO R CONT PARTIAL FLOOR PLAN - PLUMBING SCALE: 1/16"=l'—O" KEY NOTES: O 3 /4" COPPER CD DOWN IN WALL TO 1" AIR GAP FITTING CONNECTED TO LAVATORY WASTE TAIL PIECE. PROVIDE AIR GAP 12x12 ACCESS DOOR ON WALL BELOW LAVATORY. © CONDENSATE DRAIN 10' ABOVE FINISHED FLOOR ON WALL. g PATCH, REPAIR AND INSTALL NEW TILE TO MATCH EXISTING. PROJECT NORTH PROJECT NORTH No. BY APP'D DATE REVISION PIPE AND CONDUIT THROUGH DUCT HOOD HOOD FLASHING AT ROOF BY OTHERS Y2" CONTROL CONDUIT 3 /8" LIQUID 5 /8" SUCTION 3/ ELECTRIC CONDUIT DIFFUSER (TYP) SUPPORT, SEE NOTES: 1. INSTALL REFRIGERATION PIPING PER MANUFACTURERS RECOMMENDATION. 2. PROVIDE SEISMIC BRACING PER REQUIREMENTS AIR CONDITIONING UNIT SYSTEM ( SCALE: NONE 14x14 M2.01 FLEX DUCT (TYP) VIBRATION ISOLATORS (TYP) REFER TO SPECIFICATION SECTION 15241 lh" ROD (TYP) 3 /4" CONDENSATE DRAIN/TRAP ROUTE TO NEAREST WASTE, TERMINATE WITH AIR—GAP FITTING REFER TO PLANS FOR RETURN CONFIGURATION REVIEWED FOR CODE COMPLIANCE APPROVED 3 /4" COMPRESSED AIR SECURED TO WALL WITH UNISTRUT U—BOLT SYSTEM COMPRESSED AIR VALVE STATION 36" ABOVE FINISHED FLOOR (TYP) ELEVATION SCALE: 1 A."=1'— 0" M1.01 EXPIRES 5-21-2009 0 arai jackson ellison murakami LLP ARCHITECTURE 1 URBAN DESIGN !INTERIORS 2300 seventh avenue seattle, washington 98121 phone: 206.323.8800 fax: 206.323.8518 internet: www.araijackson.com CDi ENGINEERS 4200 - 194th St SW, Suite 200 Lynnwood, WA 98036 T 425.672.1071 F 425.778.8769 www.CDIENGINEERS.com 7.1=== 1 A A 1 DESIGNED: JMD DRAWN: CDi CHECKED: RCG RECOMMENDED: COMPRESSED AIR MAIN CONDUIT 3/ BRANCH LINE TO VALVE STATIONS ELEVATIO\ SCALE: 34"=l'—O" PROJECT MANAGER: KEN MADDEN APPROVED: IBIS NO: WORK REQUEST: CONTRACT NO: CONNECT TO EXISTING 3/4" M1 .01 City Of Tukwila BUILDING DIVISION SCALE: AS NOTED SITE LOCATION NO: AUG 2 2 20H ONE INCH AT FULL SIZE IF NOT ONE INCH, SCALE ACCORDINGLY SHEET METAL DIFFUSER CAP 1" SOUNDLINING, INSIDE CLEAR DIMENSIONS SAME SIZE AS DIFFUSER NECK CEILING DIFFUSER CEILING DIFFUSER SCALE: NONE Ir--1- 6" MINIMUM SHEET METAL STUB DUCT DUCT STRAP FLEXIBLE DUCT CEILING, T—BAR SHOWN, SEE ARCHITECTURAL CEILING PLAN M2.01 SHEET METAL CAP 1" SOUNDLINING, INSIDE CLEAR DIMENSIONS SAME SIZE AS GRILLE SCALE: NONE CEILING GRILLE CEILING GRILLE 1 BRANCH DUCT CEILING, T—BAR SHOWN, SEE ARCHITECTURAL CEILING PLAN (2 M2.01 3/ COMPRESSED AIR SECURED TO WALL WITH UNISTRUT U—BOLT SYSTEM COVPRESSED AIR VALVE STATION King County Department of Transportation 'b 0 8 Li 0 3 ri ECEIVED AUG 1 5 2008 PERMIT CENTER METRO TRANSIT DIVISION COMPONENT SUPPLY CENTER CHIEFS OFFICES REMODEL 4; PARTIAL PLANS, ELEVATIONS AND DETAILS DATE: 8/11/08 DRAWING NO: M2.01 SHEET NO: OF 17 25 ,./. ,--, S (TYP) --1 I f INSULATED DX SUCTION , AND LIQUID LINES DN IN HOOD CHIEF'S OFFICE REMODEL BELOW ij 3 /4"CD OVER DOOR 1 j, 1. 4 `I f I 1. 1 .4 )E-A 1A1. )1/), ) I !I : I ;;;;A.A........--- • -A, .- -- ----._ _ ..............._ 1'1 'IIIII I ...)'; ( ..;!4 ') . ... ......., I I I I F.A.1-;E:. E: CAA, AIIIE..I1: ------. ;:;;;-- - r -• 1 I L. A.....;;I...1 ! • 1- ... 121 I I ,! .; I f J _ it • ';•• II A.-, 1 -•••\,,, 11 1 AA \ 1.11111:11:111:111.11._ ; I - 111C1...FAIA t Al. 1 ['II IA 11' 1 I ;_; KEY NOTES: 0 SECURE TO CURB. REFER TO ARCHITECTURAL FOR CURB DETAILS. PARTIAL ROOF PLAN - HVAC SCALE: 1/16"=l'—O" - (4- -,- . cAFFI.f 3/4"CD DN, SEE M1.O1 FO R CONT PARTIAL FLOOR PLAN - PLUMBING SCALE: 1/16"=l'—O" KEY NOTES: O 3 /4" COPPER CD DOWN IN WALL TO 1" AIR GAP FITTING CONNECTED TO LAVATORY WASTE TAIL PIECE. PROVIDE AIR GAP 12x12 ACCESS DOOR ON WALL BELOW LAVATORY. © CONDENSATE DRAIN 10' ABOVE FINISHED FLOOR ON WALL. g PATCH, REPAIR AND INSTALL NEW TILE TO MATCH EXISTING. PROJECT NORTH PROJECT NORTH No. BY APP'D DATE REVISION PIPE AND CONDUIT THROUGH DUCT HOOD HOOD FLASHING AT ROOF BY OTHERS Y2" CONTROL CONDUIT 3 /8" LIQUID 5 /8" SUCTION 3/ ELECTRIC CONDUIT DIFFUSER (TYP) SUPPORT, SEE NOTES: 1. INSTALL REFRIGERATION PIPING PER MANUFACTURERS RECOMMENDATION. 2. PROVIDE SEISMIC BRACING PER REQUIREMENTS AIR CONDITIONING UNIT SYSTEM ( SCALE: NONE 14x14 M2.01 FLEX DUCT (TYP) VIBRATION ISOLATORS (TYP) REFER TO SPECIFICATION SECTION 15241 lh" ROD (TYP) 3 /4" CONDENSATE DRAIN/TRAP ROUTE TO NEAREST WASTE, TERMINATE WITH AIR—GAP FITTING REFER TO PLANS FOR RETURN CONFIGURATION REVIEWED FOR CODE COMPLIANCE APPROVED 3 /4" COMPRESSED AIR SECURED TO WALL WITH UNISTRUT U—BOLT SYSTEM COMPRESSED AIR VALVE STATION 36" ABOVE FINISHED FLOOR (TYP) ELEVATION SCALE: 1 A."=1'— 0" M1.01 EXPIRES 5-21-2009 0 arai jackson ellison murakami LLP ARCHITECTURE 1 URBAN DESIGN !INTERIORS 2300 seventh avenue seattle, washington 98121 phone: 206.323.8800 fax: 206.323.8518 internet: www.araijackson.com CDi ENGINEERS 4200 - 194th St SW, Suite 200 Lynnwood, WA 98036 T 425.672.1071 F 425.778.8769 www.CDIENGINEERS.com 7.1=== 1 A A 1 DESIGNED: JMD DRAWN: CDi CHECKED: RCG RECOMMENDED: COMPRESSED AIR MAIN CONDUIT 3/ BRANCH LINE TO VALVE STATIONS ELEVATIO\ SCALE: 34"=l'—O" PROJECT MANAGER: KEN MADDEN APPROVED: IBIS NO: WORK REQUEST: CONTRACT NO: CONNECT TO EXISTING 3/4" M1 .01 City Of Tukwila BUILDING DIVISION SCALE: AS NOTED SITE LOCATION NO: AUG 2 2 20H ONE INCH AT FULL SIZE IF NOT ONE INCH, SCALE ACCORDINGLY SHEET METAL DIFFUSER CAP 1" SOUNDLINING, INSIDE CLEAR DIMENSIONS SAME SIZE AS DIFFUSER NECK CEILING DIFFUSER CEILING DIFFUSER SCALE: NONE Ir--1- 6" MINIMUM SHEET METAL STUB DUCT DUCT STRAP FLEXIBLE DUCT CEILING, T—BAR SHOWN, SEE ARCHITECTURAL CEILING PLAN M2.01 SHEET METAL CAP 1" SOUNDLINING, INSIDE CLEAR DIMENSIONS SAME SIZE AS GRILLE SCALE: NONE CEILING GRILLE CEILING GRILLE 1 BRANCH DUCT CEILING, T—BAR SHOWN, SEE ARCHITECTURAL CEILING PLAN (2 M2.01 3/ COMPRESSED AIR SECURED TO WALL WITH UNISTRUT U—BOLT SYSTEM COVPRESSED AIR VALVE STATION King County Department of Transportation 'b 0 8 Li 0 3 ri ECEIVED AUG 1 5 2008 PERMIT CENTER METRO TRANSIT DIVISION COMPONENT SUPPLY CENTER CHIEFS OFFICES REMODEL 4; PARTIAL PLANS, ELEVATIONS AND DETAILS DATE: 8/11/08 DRAWING NO: M2.01 SHEET NO: OF 17 25 GENERAL SYMBOLS DETAILS RACEWAYS CONDUIT CONCEALED IN OR UNDER FLOOR SLAB (2) 2 "C 4 #1 + 1 #6 GND LIGHTING FIXTURES POWER 0 0 Du FLAG NOTE LIGHT LINE INDICATES BACKGROUND LIGHT LINE INDICATES EXISTING WORK HEAVY LINE INDICATES NEW WORK MATCHLINE OR PROPERTY LINE LIGHT LINE WITH HEAVY X INDICATES EXISTING WORK TO BE REMOVED EXISTING WORK TO BE ABANDONED SECTION IDENTIFICATION — INDICATES DIRECTION OF CUTTING PLANE LEI I ER INDICATED A SECTION E -1 E- 2 ` , - -SHEET NUMBER WHERE SECTION IS DRAWN SHEET NUMBER WHERE SECTION IS TAKEN E -1 E -2 SHEET NUMBER WHERE DETAIL IS DRAWN SHEET NUMBER WHERE DETAIL IS TAKEN ELEVATION IDENTIFICATION NUMBER INDICATES ELEVATION SHEET NUMBER WHERE ELEVATION IS DRAWN SHEET NUMBER WHERE ELEVATION IS TAKEN E -1 E -2 DETAIL IDENTIFICATION NUMBER INDICATES DETAIL CONDUITS CONCEALED IN CONSTRUCTION IN FINISHED AREAS, EXPOSED IN UNFINISHED AREAS INDICATES (2) TRADE SIZE 2" OR 53MM CONDUITS WITH (4) #1 AWG AND (1) #6 AWG GROUND CONDUCTORS IN EACH CONDUIT RECESSED 2x4 FLUORESCENT LIGHT FIXTURE JUNCTION BOX PANELBOARD — 240V OR 208V LIGHTING OR POWER PANEL (SIZED TO SCALE) PANELBOARD — 480V LIGHTING OR POWER PANEL (SIZED TO SCALE) TRANSFORMER (SIZED TO SCALE) FUSIBLE DISCONNECT SWITCH EQUIPMENT CONNECTION C_8 F >, O e 4 ism S I O.NAL EXPIRES 12/21/08 OUTLETS AND RECEPTACLES d Q UM I SWITCHES $ OCC FIRE ALARM FACP COMMUNICATION DIAGRAM • AS Y o �o TS 400:5A 0 0 DUPLEX CONVENIENCE RECEPTACLE DOUBLE DUPLEX CONVENIENCE RECEPTACLE SINGLE POLE SWITCH DOUBLE POLE SWITCH FIRE ALARM CONTROL PANEL COMBINATION TELEPHONE /DATA OUTLET TELEPHONE OUTLET SPEAKER KEY INTERLOCK AMMETER SWITCH AMMETER VOLT METER SWITCH VOLT METER WATT HOUR METER DELTA CONNECTION WYE FUSE POWER TRANSFORMER PHOTCELL CONTACTOR TRANSFER SWITCH CT TRANSFORMER SUBSCRIPT INDICATES: 3 = QUANTITY 400:5A = RATIO CIRCUIT BREAKER DISCONNECT SWITCH Erni WAIN 1111111111111111111111 No. REVISION BY APP'D DATE 0 arai jackson Wilson murakami LLP ARCHITECTURE 1 URBAN DESIGN 1 INTERIORS 2300 seventh avenue seattle, washingtori 98121 phone: 206.323.8800 fax: 206.323.8518 Internet: www.araijackson.com WOOIID /Hka ABBREVIATIONS AFF ABOVE FINISHED FLOOR TO OF DEVICE OR OUTLET BOX C CONDUIT; CABLE; COIL FACP FIRE ALARM CONTROL PANEL GND GROUND HVAC HEATING, VENTILATION AND AIR CONDITIONING LCP LIGHTING CONTROL PANEL XFMR TRANSFORMER 1, III��IS III 3009 1 12th Avenue NE, Suite1200 Bellevue, WA 98004 -8002 Phone (425)822 -9499 Fax (425)822 -4338 CONSULTING ENGINEERS DESIGNED: DES JLF DRAWN: JLF CHECKED: RECOMMENDED: PROJECT MANAGER: KEN MADDEN APPROVED: IBIS NO: WORK REQUEST: — CONTRACT NO: SCALE: NONE SfTE LOCATION NO: ONE INCH AT FULL SIZE IF NOT ONE INCH, SCALE ACCORDINGLY King County Department of Transportation REVIEWED FOR CO DE COMPLIANCE APPROVED AUG 2 2 2008 Of Tu kwila ; BUILDING DIVISION DOS o METRO TRANSIT DIVISION COMPONENT SUPPLY CENTER TENANT IMPROVEMENTS ELECTRICAL SYMBOLS LEGEND AND ABBREVIATIONS RECEP@ EP AUG 15 200B PERMIT CENTER DATE: 08/11/08 DRAWING NO: E0.01 SHEET NO: OF 18 25 11 12 I LI .T --I / ../.,ZZZ - ..... - / II , 7 / /:77. eee� it . 1. -8 - :�! , r r _.._ - r\ T — • \-- I �� - r\ t ...,.. i 1 fr (TYP) r\ __ r \, - • /, , r\ -- illi 0 ii - ;_ - -- P5 -18 i V P_ it - 2 - i ,, P -18 ilk' - \TT:7= / ,/ i ' i L r -f--- 0 ' l "' 1, — -- - - - - 11 12 I LI .T ' T eee� it . 1. -8 - :�! , r -1_ _.._ - — —� �� - _, _ - • i1 -- — r - ;_ - -- P5 -18 LL V P_ it - 2 - P -18 ilk' - / , _ PANEL PC XFMR T3 10' -0" AFF P3- No. P3 -32 • P5 -27 REVISION BY FAC P 5 -27 "' 1 25 5 -36 LIGHTING CONTACTOR A & B STAC '<ED ABOVE LCP / PANEL LB / LIGHTING CONTROL PANEL LCP DEMOLITION - POWER FLOOR PLAN PLAN 1 SCALE: 1 /4" = 1' -0" (—) C ■► .,..-� / :i .- - - -_. _�... -.. .. )(VIER T5 10' AFT ABOVE PANEL P5 EME PANEL P5 PANEL PG PANEL PE - -1 PANEL PE -2 = GENCY DISCONNECTS / Will11111111111 APP'D DATE 0 arm Jackson unison murakami LLP ARCHITECTURE 1 URBAN DESIGN 1 INTERIORS 2300 seventh avenue seattle, washington 98121 phone: 206.323.8800 fax: 206.323.8518 Internet: www.araijackson.com W © CID / RE A la 11 1 4 1 3 3 E 9 II N C. 3009 112th Avenue NE, Suite1200 Bellevue, WA 98004 -8002 Phone (425)822 -9499 Fax (425)822 -4338 C O N S U L T I N G E N G I N E E R S f i DESIGNED: DES /JLF DRAWN: JLF CHECKED: RECOMMENDED: PROJECT MANAGER: KEN MADDEN APPROVED: IBIS NO: WORK REQUEST: -• CONTRACT NO: DEMOLITION - LIGHTING FLOOR PLAN PLAN SCALE: 1 /4" = 1' -0" SCALE: 1 / 4 " =1 '_ 0 „ SUE LOCATION NO: ONE INCH AT FULL SIZE i' IF NOT ONE INCH, SCALE ACCORDINGLY SHEET NOTES: King County Department of Transportation LB /4 REVIEWED FOR CODE COMPLIANCE APPROVED i AUG 2 2 2008 y �uk wll� a Cit Of iJLiDrN . vWsrO REMOVE SURFACE MOUNTED DEVICES AND RACEWAY. L .... .l . EXISTING DEVICE LOCATION TO REMAIN AND BE RECIRCUITED WITH NEW. REFER TO NEW PLAN E1.03. RELOCATE RECEPTACLE TO NEW WORKSTATION. REFER TO NEW PLAN SHEET E1.03. REMOVE CONDUIT AND WIRE TO NEAREST JUNCTION BOX OUTSIDE OF DEMOLITION AREA. EXISTING LIGHTING CIRCUIT TO REMAIN AND BE REUSED. REFER TO SHEET E1.03. � DEMOLISH EXISTING LIGHT FIXTURES. D4$—y03 METRO TRANSIT DIVISION COMPONENT SUPPLY CENTER TENANT IMPROVEMENTS DEMOLITIO\ FLOOR P POWER AND LIGHTIN _AN ECE VED 3 r. AUG 15 2000 PERMIT CENTER DATE: 08/11/08 DRAWING NO: El .01 SHEET NO: OF 19 25 / 11 -// // 4)ir0 II u / 1 ji t ` , III 1 — 1 J _- r DEMOLITION FLOOR PLAN - COMMUNICATION AND DATA PLAN 1 SCALE: 1 /4" = EXISTING 1 UP TO JUNCTION BOX 20EA CAT5 11111111A1111111111 NM 1111111111M W44111kA 111111111111111 111= No. REVISION BY APP'D DATE EXPIRES 12/21/08 NNE M. arai Jackson ellison murakami LLP ARCHITECTURE 1 URBAN DESIGN 1 INTERIORS 2300 seventh avenue seattle, washington 98121 phone: 206.32.3 8800 fax: 206.323.8518 Internet: www.araijackson.corri // 3009 112th Avenue NE, Suite1200 Bellevue, WA 98004 -8002 Phone (425)822 -9499 Fax (425)822 -4338 CONSULTING ENGINEERS DESIGNED: PROJECT MANAGER: DES /JLF KEN MADDEN DRAWN: APPROVED: JLF CHECKED: IBIS NO: WORK REQUE-+"'T: — CONTRACT NO: RECOMMENDED: SCALE 1/4 " =1 -0" SITE LOCATION NO: ONE INCH AT FULL SIZE 1" [4 I IF NOT ONE INCH, SCALE ACCORDINGLY King County Department of Transportation REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2 2 20(J8 City CfCf BUILDING G DIVISION bO8 tb m, ECEIVED AUG '15 2000 PERMIT CENTER DATE 08/11/08 DRAWING NO: E1.02 SHEET" NO: OF 20 25 METRO TRANSIT DIVISION COMPONENT SUPPLY CENTER TENANT IMPROVEMENTS DEVIOLITION FLOOR PLAN - CON/ V1I,NICATION AID DATA PANEL PC XEMR 13 1 O'-0" AFF PANEL P3-32 IL [1 I J I XMFR 112 10' AFF ABOVE PANEL P12 REVISION .......................... II NM P12-8 _ — P12-8 AC-1 1 P12/37,39,41 OFFICE P12-6 I \ ; \ I N • N 1 3 OFFICE PANEL P12 P12/1,3,5 BY APP'D DATE • ( 9 B OFFICE FAC P D© P5 - P12 -r 4 POWER FLOOR PLAN PLAN SCALE: 1 /4" = 1'-0" [ 12/21/08 P12/4 PANEL LB LIGHTING CONTACTOR A & B STACKED ABOVE LCP LIGHTING CONTROL PANEL LCP IT XMFR 15 1 0' AFF ABOVE PANEL P5 PANEL P5 PANEL PG '-PANEL PE-1 PANEL PE-2 SHEET NOTES: DRILL THROUGH C 0 arai jackson ellison murakami LLP ARCHITECTURE 1 URBAN DESIGN 1 INTERIORS 2300 seventh avenue seattle, washington 98121 phone: 206.323.8800 fax: 206.323.8518 Internet: www.araijackson.corn EMERGEN Cr' DISCONNECTS 710 0111/ilif klikB 11116211k, If NC. 3009 112th Avenue NE, SuiteI200 Bellevue, WA 98004-8002 Phone (425)822-9499 Fax (425)822-4338 CONSULTING ENGINEERS _11 1 1 v1U WALL AND PROVIDE SURFACE MOUNTED RECEPTACLE ON WALL. PROVIDE NEW DEV CE AND CIRCUITING AT EXISTING LOCATION. REFER TO SHEET E1.01 RELOCATED RECEPTACLE. REFER TO SHEET E1.01. PROVIDE NEW PANEL AND TRANSFORMER. PROVIDE FUSIBLE DISCONNECTS, FUSES, CIRCUITS, AND CONNECTIONS TO HVAC EQUIPMENT. COORDINATE EXACT LOCATIONS WITH MECHANICAL CONTRACTOR. PROVIDE NEW LIGHT FIXTURE, H.E. WILLIAMS 50G-S24-232-SAl2125-EBLH2- FUSE- UNV, OR APPROVED EQUAL. .. ..... .......... SCALE: /4" = LIGHTING FLOOR PLAN PLAN ...... .■ .... • ■ •- v. .. 1 APPROVED ...., BUILDI NGAMISION kkVikWED FOR CODE COMPLIANCE ityofirJkwilaAUG 2 2 2008 b 0 RECEIVED AUG 1 5 2008 PERMIT CENTER DESIGNED: DES &I'LL_ PROJECT MANAGER: KEN MADDEN SCALE: 1 /4"=1' —0" SITE LOCATION NO # . ; King County Department of Transportation METRO TRANSIT DIVISION COMPONENT SUPPLY CENTER TENANT IMPROVEMENTS FLOOR PLAN POWER AND LIG-Ti '- , - .. DATE: 08/11/08 DRAWN: JLF APPROVED: CHECKED: IBIS NO: WORK REQUEST: -- ONE INCH AT FULL SIZE 1 DRAWING NO: El .03 RECOMMENDED: CONTRACT NO: IF NOT ONE INCH, SCALE ACCORDINGLY SHEET NO: OF 25 PANEL PC XEMR 13 1 O'-0" AFF PANEL P3-32 IL [1 I J I XMFR 112 10' AFF ABOVE PANEL P12 REVISION .......................... II NM P12-8 _ — P12-8 AC-1 1 P12/37,39,41 OFFICE P12-6 I \ ; \ I N • N 1 3 OFFICE PANEL P12 P12/1,3,5 BY APP'D DATE • ( 9 B OFFICE FAC P D© P5 - P12 -r 4 POWER FLOOR PLAN PLAN SCALE: 1 /4" = 1'-0" [ 12/21/08 P12/4 PANEL LB LIGHTING CONTACTOR A & B STACKED ABOVE LCP LIGHTING CONTROL PANEL LCP IT XMFR 15 1 0' AFF ABOVE PANEL P5 PANEL P5 PANEL PG '-PANEL PE-1 PANEL PE-2 SHEET NOTES: DRILL THROUGH C 0 arai jackson ellison murakami LLP ARCHITECTURE 1 URBAN DESIGN 1 INTERIORS 2300 seventh avenue seattle, washington 98121 phone: 206.323.8800 fax: 206.323.8518 Internet: www.araijackson.corn EMERGEN Cr' DISCONNECTS 710 0111/ilif klikB 11116211k, If NC. 3009 112th Avenue NE, SuiteI200 Bellevue, WA 98004-8002 Phone (425)822-9499 Fax (425)822-4338 CONSULTING ENGINEERS _11 1 1 v1U WALL AND PROVIDE SURFACE MOUNTED RECEPTACLE ON WALL. PROVIDE NEW DEV CE AND CIRCUITING AT EXISTING LOCATION. REFER TO SHEET E1.01 RELOCATED RECEPTACLE. REFER TO SHEET E1.01. PROVIDE NEW PANEL AND TRANSFORMER. PROVIDE FUSIBLE DISCONNECTS, FUSES, CIRCUITS, AND CONNECTIONS TO HVAC EQUIPMENT. COORDINATE EXACT LOCATIONS WITH MECHANICAL CONTRACTOR. PROVIDE NEW LIGHT FIXTURE, H.E. WILLIAMS 50G-S24-232-SAl2125-EBLH2- FUSE- UNV, OR APPROVED EQUAL. .. ..... .......... SCALE: /4" = LIGHTING FLOOR PLAN PLAN ...... .■ .... • ■ •- v. .. 1 APPROVED ...., BUILDI NGAMISION kkVikWED FOR CODE COMPLIANCE ityofirJkwilaAUG 2 2 2008 b 0 RECEIVED AUG 1 5 2008 PERMIT CENTER 0 — 0 (f) 7 01 REVISION SCALE: 1/4" = POWER ROOF PLAN PLAN 2300 seventh avenue seattle, washington 98121 phone: 206.323.8800 fax: 206.323.8518 Internet: www.araijackson.com O arai jackson eliison murakami LLP ARCHF FECTURE I URBAN DESIGN I INTERIORS REVIEWED FOR C ODE COMPLIANCE APPROVED AUG 2 2 2008 • C ity Of Tukwila BUILDING DIVISION WOOD/IfikIMGEll HNC. 3009 112th Avenue NE, Suite 1200 Bellevue, WA 98004 -8002 Phone (425)822 -9499 Fax (425)822 -4338 CONSULTING ENGINEER _l T /jT.zT / 2 , TY DESIGNED: DES JLF DRAWN: JLF CHECKED: RECOMMENDED: t7.1 ,7,71/47.777,=L \1727;222 7 .77Z - 217".. 7277 PROJECT MANAGER: KEN MADDEN APPROVED: IBIS NO: TO RECESSED CEILING UNITS AC -1 AND CP— r »: 7277 r , v 12LLCZI' SCALE: AS NOTED SITE LOCATION NO: ONE INCH AT FULL SIZE 1" IF NOT ONE INCH, SCALE ACCORDINGLY SCALE: 1/16' = �.1 UP TO ROOF UNIT CU -1 /.�:ll2 =f' 772272.2.2:///2/2 l/I,2C7TI1 G,:1! 12 �r� C% 2 GC <�G711Z11c1�' //17i1 i7[ SITE PLAN - POWER PLAN i► PANEL P12 1"C, 4 #6 +1 #10GND c,3> wctat rcrr < rzrf 'r rr r r.. II /l'T / //l l Jl1% % %T12G SHEET NOTES: PROVIDE NEW CONDUIT TO PANEL P12 FOR HVAC EQUIPMENT. PROVIDE NEW CIRCUIT CONDUCTORS AS INDICATED. PROVIDE FUSIBLE DISCONNECTS, FUSES AND CIRCUIT FOR NEW HVAC EQUIPMENT AND RELATED MAINTENANCE RECEPTACLE. COORDINATE EXACT LOCATIONS WITH MECHANICAL EQUIPMENT. MOUNT TO VERTICAL POST PROVIDED BY OTHERS. METRO TRANSIT DIVISION COMPONENT SUPPLY CENTER TENANT IMPROVEMENTS SITE AND ROOF PLAN POWER RECEIVED ED AUG 1 2000 PERMIT CENT& DATE: 08/11/08 DRAWING NO: El ,04 SHEET NO: OF 22 25 TELEPHONE BACKBOARD ABOVE OFFICE AT MEZZANINE STORAGE No. REVISION it H 1 7 P *—_1 ' � BY FEXPIRES 12/21/08 1 FLOOR PLAN — COMMUNICATION AND DATA PLAN SCALE: 1 /4" = 1' -0" — PROVIDE (1) 1 -1/2 "C UP TO JUNCTION BOX IN CORRIDOR CEILING SPACE 20EA CAT5 EXISTING 1 -1 /2 "C UP TO JUNCTION BOX IN CORRIDOR CEILING SPACE 20EA CAT5 0 arai Jackson elUson murakami LLP ARCHITECTURE 1 URBAN DESIGN 1 INTERIORS 2300 seventh avenue seattle, washington 98121 phone: 206.323.8800 fax: 206.32.3.8518 Internet: www.araijackson.com 7'00®AIHIi1 11 1■1 G 1E RI 9 1 ! 3009 112thAvenue NE, Suite1200 Bellevue, WA 98004 -8002 Phone (425)822 -9499 Fax (425)822 -4338 C O N S U L T I N G ENGINEERS DESIGNED: DES /JLF DRAWN: JLF CHECKED: RECOMMENDED: PROJECT MANAGER: KEN MADDEN APPROVED: IBIS NO: WORK REQUEST: -- CONTRACT NO: SCALE: 1/4"=1' 0" SITE LOCATION NO: ONE INCH AT FULL SIZE 1 1" IF NOT ONE INCH, SCALE ACCORDINGLY King County Department of Transportation COV bOB-'iO3 METRO TRANSIT DIVISION COMPONENT SUPPLY CENTER TENANT IMPROVEMENTS FLOOR PLAN MUNICATION R = b CQry OR IiPp _ NC AUG 7 2 2808 City O T . u k BUIL pI w11a 1 ECEFVE AUG 15 2008 PERMIT CENTER DAM 08/11/08 DRAWING NO: E1.05 SHEET NO: OF 23 25 PANEL "PH" AS 1 O 150A 0 • PANEL "PA" PANEL "P2" VS T2 15KVA 480- 208/120V TO DISTRIBUTION SUBSTATION MAINTENANCE BUILDING O PAINT/ DRYER CONTROL PANEL # 1 • • • 0 ID I, • • • • • PANEL "PD" • PANEL "P4' REVISION K — J 250 E (3) 2.5/5KV CURRENT LIMITING POWER FUSES 750 KVA 4160, 480Y/277V Z = 5.3% TRANSFORMER GFI -1200A SWITCHBOARD "PDA" 6 200A n J 200A ` 200A J 225A • PANEL „ CONTACTOR 14 30KVA 480 -208/1 20V • 600A, 30 LOAD INTERRUPTER SWITCH, 4.8 KV • 225A • PANEL PANEL "LA" "PB2 L PANEL "PB2A" 30OA SUBSTATION "A" 1200A BUS, 480/277V, 30, 4W 6A 7A 17 18 400A ' \ SUB FEED LUG .T9 9 KVA 480-- 2O8/120V MIL 111111111111 WM IMMO ma No. BY APP'D DATE 150A ) \ 200A / 25A FCP FCP • PANEL "P1 C. ` pF WA,9 .11 1 40923 CIS PER ZONAL EXPIRES 12/21/08 10 11 • 70A 70A FURNACE FURNACE 6AG 6AH T1 15KVA 480- 208/120V (F -T 10> F-P. • • PANEL "PK 300A MAIN BREAKER PANEL „ 400A SUB FEED LUG 3P 1200A (TIE BREAKER) N.O. T10 45KVA 480-208/120V 2300 seventh avenue seattle, washington 98121 phone: 206.323.8800 fax: 206.323.8518 Internet: www.araijackson.com K • • 12 PANEL "PI" 300A MAIN BREAKER GFI 400A SUB FEED LUG 3P TO PANEL "E" MAINTENANCE BULDING F -PL O arm Jackson ellison murakami LLP ARCHITECTURE 1 URBAN DESIGN 1 INTERIORS 1 1 0 1 160A 1 13° I I TEA 30KVA PANEL „E !'F o / PANEL „ PANEL "P3" SCALE: NONE T3 30KVA 4 :11-- 208/120V ONE -1_1\E DIAGRAM DRAWN: JLF CHECKED: RECOMMENDED: tR7 ® QDID /II1Alik183IIhIGE II I\f o y 175A 175A 3 0 20OA 4 175A • O 0 AS • 1t IOW PANEL „ 3009 112th Avenue NE, Suite1200 Bellevue, WA 98004 -8002 Phone (425)822 -9499 Fax (425)822 -4338 CONSULTING ENGINEERS 2-1/2"C, U.! 4 #4/0+ T5 1 #4GND --, 30KVA 4 0 - 208/120 . PANEL "P12" C CONTACTOR S Ci CONTACTOR PC PHOTOCELL ON ROOF - 1/2 "C, 3 #2 +1 #6GND DESIGNED: DES JLF PANEL ,, PF" T12 75KVA 480-208/120V • • 750 KVA 4160, 480Y/277V Z = 5.3% TRANSFORMER 175A 175A / 175A 0 • COMP COMP CA -2 CA -1 PANEL " E B " IBIS NO: TO DISTRIBUTION SUBSTATION WASH /FUEL BUILDING K € EQUESr: -- CONTRACT NO: J PROJECT MANAGER: KEN MADDEN APPROVED: 250 E (3) 2.5/5KV CURRENT LIMITING POWER FUSES CFI -1200A 6 7 PANEL "P6" 600A, 30 LOAD INTERRUPTER SWITCH, 4.8 KV SWITCHBOARD "PDB" PANEL "PB T6 15KVA 480- 208/120V SCALE: O ) O 175A 125A 0 0 PANEL "PJ" PANEL "P7 SUBSTATION "B" T7 75KVA 480- 208/120V NONE sat LOCATION NO: ONE INCH AT FULL SIZE IF NOT ONE INCH, SCALE ACCORDINGLY PANEL "LC" 1 11 12 13 14 10 PANEL "P8" 1200A BUS, 480/277V, 30, 4W PANEL "PG" King County Department of Transportation T8 15KVA 480- 208/120V 150A 50A 60A 40A 150A n O / O/ 0 PAINT BOOTH BREATHING AIR COMP XP J VAP -1 60A /3P (60 A.F.) ELEVATOR CCP "PH" �-- {F VA P) SHEET NOTES: SCOPE OF WORK BOUNDARY. 2`> NEW PANEL AND TRANSFORMER ADDED FO,R THIS PROJECT. ( P 1 1) /...„ REVIEWED FOR CODE COMPLIANCE APPROVE AUG 2 2 2000 ty Of Tukwila • 15 PANEL "PM" 300A MAIN BREAKER PANEL "P11" 400A SUB FEED LUG 3P F - -PM) EL-T11) T11 45KVA 480- 208/120V PANEL "PN" tO81o3 METRO TRANSIT DIVISION COMPONENT SUPPLY CENTER TENANT IMPROVEMENTS OBE -LIFE DIAGRA 16 \ 150A / 3P • • • • • F - PN 17 TRANS DYNO 400A SUB FEED LUG 400A ECE VED AUG 15 2000 PERMIT CENTEF DATE: 08/11/08 DRAWING NO: E 6.01 SHEET NO: OF 24 25 Panel Name: PE (RIGHT) PANEL SCHEDULE Mfgr: Location: CORRIDOR, COL. E -12 480Y/277 Volt Section: 1 of 1 Cat Fed From: 200A BREAKER AT PDB 3 Phase, 4 Wire Surface Mounted Panelboard 14 kAIC Sym Main Lugs Only 225 Amp Bus Capacity Copper Bus 100% Neutral Ckt No. Circuit Description Ckt Brkr kVA a__ kVA Ckt Brkr Circuit Description Ckt No. 2 Amps Pol Amps Pol Circuit Description PANEL PE SUB FEED LEFT (LUGS ONLY) 1 SPACE / 3 a a 20/ 1 / 3 3 2 - 20/ 1 b b - 20/ 1 4 5 4 - 20/ 1 c c _ 20/ 1 6 7 MT BLUE PARTS WASHER 100/ 3 RAPID ROLL DOOR a a 15/ 3 UNKNOWN 8 9 9 - 20/ 1 b b - 20/ 1 10 11 11 - 40/ 3 20/ 1 c a c - 60/ 3 WELDING RECEPTACLES (3) 12 14 13 8H BRIDGE CRANE 15 20/ 1 - a b 5A DRILL PRESS - 15 16 17 20/ 1 - b c 20/ 1 - 17 18 19 WELDING RECEPTACLES (3) 60/ 3 c a 20/ 1 20/ 3 DOORS 170, 171 -1, 175 -2, 175 -3 20 21 20/ 1 - a b 6AQ HEAD CLEANER - 21 22 23 20/ 1 - 15/ 3 b c a 20/ 1 - 45/ 3 PANEL P5 VIA TRANSFORMER T5 24 26 25 4AF BATTERY CHARGER 27 c - 2.0/ 1 b 25 - 15/ 3 28 29 a - 5A DRILL PRESS c 27 - - 30 31 SPARE 50/ 3 20/ 1 a 29 25/ 3 PARTS WASHER 32 33 c - 20/ 1 b 31 - 20/ 3 34 35 a - ENERPAC HYDRAULIC PRESS c 33 - - 36 37 ULTRASONIC CLEANER 20/ 2 20/ 1 a 35 15/ 3 SPARE 38 39 c - 20/ 1 b 37 - 15/ 3 40 41 SPACE / 1 DOOR 156 -3 c 39 - - 42 43 SPACE 1 3 - a 41 / 3 SPACE 44 45 - - b 43 - 40/ 3 46 47 - 81 BRIDGE CRANE c 45 - - 48 49 P12 125/ 3 4.35 a 47 / 3 SPACE 50 51 - 3.89 b 49 - 15/ 3 52 53 - 3.01 c 51 - - 54 Load Summary Connected Load Factor Calculated Load . 1. Notes: . AND LOAD TO CIRCUIT 49,51,53. Lighting 0.96 kVA 125% 1.20 kVA Receptacles 1.98 kVA 50 %>10kVA 1.98 kVA All Motors 0.87 kVA 100% 0.87 kVA Lrgst Motor 0.83 kVA 125% 1.04 kVA Kitchen 0.00 kVA 100% 0.00 kVA Miscellaneous 6.60 kVA 100% 6.60 kVA Non - Coincident 0.00 kVA -100% 0.00 kVA . ADD NEW BREAKER Total 11.24 kVA 11.69 kVA 13.5 Amps 14.1 Amps Panel Name: PE (LEFT) PANEL SCHEDULE Mfgr: Location: CORRIDOR, COL. E -12 480Y/277 Volt Section: 1 of 1 Cat Fed From: 200A BREAKER AT PDB 3 Phase, 4 Wire Surface Mounted Panelboard 22 kAIC Sym Main Lugs Only 225 Amp Bus Capacity Copper Bus 100% Neutral Ckt No. Circuit Description Ckt Brkr kVA a s kVA Ckt Brkr Circuit Description Ckt No. Amps Pol kVA Amps Pol 1 SPACE - 3 a a 20/ 1 20/ 3 50, 6AI GRINDER AND DUST COIL 2 3 20/ 1 - b b 20/ 1 - 4 4 5 20/ 1 - c c 20/ 1 _ 5A DRILL PRESS 6 8 7 RAPID ROLL DOOR 15/ 3 a a 20/ 1 15/ 3 9 9 - 20/ 1 b b - 20/ 1 10 11 11 - 20/ 1 c c - 20/ 1 12 13 50, 6AI GRINDER AND DUST COIL 15/ 3 20/ 1 a a 20/ 3 5A DRILL PRESS 14 15 15 - 20/ 1 b b - 20/ 1 16 17 17 - 20/ 1 c c - 20/ 1 18 19 6M ARBOR PRESS 15/ 3 20/ 1 a a 15/ 3 6AQ HEAD CLEANER 20 21 21 - 20/ 1 b b - 20/ 1 22 23 23 - 20/ 1 c c - 2.0/ 1 24 25 STEAM CLEANER 15/ 3 20/ 1 a a 15/ 3 5A DRILL PRESS 26 27 27 - 20/ 1 b b - 20/ 1 28 29 29 - 20/ 1 c c - 20/ 1 30 31 50 DUST C011 FCTOR 20/ 3 20/ 1 a a 15/ 3 ENERPAC HYDRAULIC PRESS 32 33 33 - 20/ 1 b b - 20/ 1 34 35 35 - 20/ 1 c c - 20/ 1 36 37 SPARE 15/ 3 40/ 3 a a 15/ 3 DOOR 156 -3 38 39 39 - - b b - - 40 41 41 Load - 0.38 c - - 42 43 SPARE 40/ 3 a 50/ 3 81 BRIDGE CRANE 44 45 - b - 46 47 - c - 48 49 8H BRIDGE CRANE 15/ 3 a 15/ 3 8H BRIDGE CRANE 50 51 - b - 52 53 - c - 54 Load Summary Connected Load Factor Calculated Load . 1. *Includes of 1. Note: Notes: • _ adj factor 125 %, Seasonal adj factor of 1, Occ adj factor Lighting 0.96 kVA 125% 1.20 kVA Receptacles 1.98 kVA 50 %>10kVA 1.98 kVA All Motors 0.87 kVA 100% 0.87 kVA Lrgst Motor 0.83 kVA 125% 1.04 kVA Kitchen 0.00 kVA 100% 0.00 kVA Miscellaneous 6.60 kVA 100% 6.60 kVA Non - Coincident 0.00 kVA -100% 0.00 kVA Exist Metered 105.98 kVA * 125% 132.47 . NEC 220.35 Total 117.22 kVA 144.16 kVA 141.0 Amps 1714 Amps Panel Name: P12 PANEL SCHEDULE Mfgr: Location: 208Y/120 Volt Section: 1 of 1 Cat Fed From: PE (RIGHT) 3 Phase, 4 Wire Surface Mounted Panelboard 14 kAIC Sym 225 Amp Main Circuit Breaker 225 Amp Bus Capacity Copper Bus 100% Neutral Ckt No. Circuit Description Ckt Brkr kVA a s kVA Ckt Brkr Circuit Description Ckt No. Amps Pol Amps Pol 1 REC - RM 139A 20/ 1 0.84 a 0.96 20/ 1 LTG - RM 139A,139B,139C,139D 2 3 REC - RM 139A 20/ 1 0.30 b 0.66 20/ 1 REC - RM 139B 4 5 REC - COPIER 20/ 1 1.20 c 0.96 20/ 1 REC - RM 139C,139D 6 7 REC - ROOF 20/ 1 0.18 a 0.66 20/ 1 REC - RM 139C 8 9 SPARE 20/ 1 b 20/ 1 SPARE 10 11 SPARE 20/ 1 c 20/ 1 SPARE 12 13 SPARE 20/ 1 a 20/ 1 SPARE 14 15 SPARE 20/ 1 b 20/ 1 SPARE 16 17 SPARE 20/ 1 c 20/ 1 SPARE 18 19 SPARE 20/ 1 a 20/ 1 SPARE 20 21 SPARE 20/ 1 b 20/ 1 SPARE 22 23 SPARE 20/ 1 c 2.0/ 1 SPARE 24 25 SPARE 20/ 1 a 20/ 1 SPARE 26 27 SPARE 20/ 1 b 20/ 1 SPARE 28 29 SPARE 20/ 1 c 20/ 1 SPARE 30 31 SPARE 20/ 1 a 20/ 1 SPARE 32 33 SPARE 20/ 1 b 20/ 1 SPARE 34 35 SPARE 20/ 1 c 20/ 1 SPARE 36 37 HVAC ROOMS 139A, 139B, 139C, 139D (NOTE 1) 40/ 3 0.83 a 30/ 3 TVSS 38 39 - 4.27 b - - 40 41 Load - 0.38 c - - 42 Summary Connected Load Factor Calculated Load Lighting 0.96 kVA 125% 1.20 kVA Receptacles 1.98 kVA 50 %> 10kVA 1.98 kVA All Motors 0.87 kVA 100% 0.87 kVA Lrgst Motor 0.83 kVA 125% 1.04 kVA Kitchen 0.00 kVA 100% 0.00 kVA Miscellaneous 6.60 kVA 100% 6.60 kVA Non - Coincident 0.00 kVA -100% 0.00 kVA Notes: 1. ADDED HVAC LOAD & NEW CB 2. SIZE TVSS BREAKER FOR TVSS WIRE SIZE Total 11.24 kVA 11.69 kVA 31.2 Amps 32.4 Amps REVISION LOAD SUMMARY FOR SWBD PDB NEW LOAD Lighting Receptacles All Motors Miscellaneous RECORDED DEMAND Total Connected Load Factor Calculated Load 0.98 kVA 1.98 kVA 0.87 kVA 8.80 kVA 728.73 kVA 739.14 kVA 889.05 Amps 125% 1.20 kVA 50 % >10kVA 1.98 kVA 100% 0.87 kVA 100% 8.80 kVA • 125% 910.91 kVA 921.58 kVA 1,108.47 Amps *Includes NEC 220.35 adj factor 125 %, Seasonal adj factor of 1, Occ adj factor of 1. EXPIRES 12/21/08 arai jackson ellison murakami LLP ARCHITECTURE I URBAN DESIGN I INTERIORS 2300 seventh avenue seattle, washington 98121 phone: 206.323.8800 fax: 206.323.8518 Internet: www.araijackson.corn WOO111 /HAIRB11NO ISIR IIN C. 3009 112th Avenue NE, Suite1200 Bellevue, WA 98004 -8002 Phone (425)822 -9499 Fax (425)822 -4338 C O N S U L T I N G E N G I N E E R DESIGNED: DES JLF DRAWN: JLF CHECKED: RECOMMENDED: PROJECT MANAGER: KEN MADDEN APPROVED: IBIS NO: WORK REQUEST: - CONTRACT NO: SCALE: NONE SRE LOCATION NO: ONE INCH AT FULL SIZE 1" I l IF NOT ONE INCH, SCALE ACCORDINGLY King County Department of Transportation METRO TRANSIT DIVISION COMPONENT SUPPLY CENTER TENANT IMPROVEMENTS SC EDULES CO CO L � g A PPROVED AUG 2 2 2008 City Of Tukwila gU DING PMSi . tO8H ECEIVE AM 152000 PERMITCENT'ER DATE: 08/11/08 DRAWING NO: E6.02 SHEET NO: OF 1 25 25