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HomeMy WebLinkAboutPermit D10-069 - TUKWILA EAST - STORAGE, DOORS AND WINDOWSTUKWILA EAST 3433 S 120 PL EXPIRED 03-01-11 D1O-069 Cityillf Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.ci.tukwila.wa.us Parcel No.: 1023049081 Address: 3433 S 120 PL TUKW Suite No: DEVELOPMENT PERMIT Permit Number: D10-069 Issue Date: 05/07/2010 Permit Expires On: 11/03/2010 Tenant: Name: TUKWILA EAST Address: 3433 S 120 PL , TUKWILA WA Owner: Name: SABEY CORPORATION Address: 12201 TUKWILA INTL BLVD , 4TH FLOOR 98168 Phone: Contact Person: Name: JEREMY PUTMAN Address: 601 108 AV NE, STE 2250 , BELLEVUE WA 98004 Phone: 425 641 -9200 Contractor: Name: SKANSKA USA BUILDING INC Address: 1633 LITTLETON ROAD , PARSIPPANY NJ 07054 Phone: 973 - 753 -3500 Contractor License No: SKANSUB985RT Expiration Date: 01/12/2011 DESCRIPTION OF WORK: INSTALL NEW SECURE STORAGE IN EXISTING OFFICE. TENANT REQUESTED SECURITY ENHANCEMENTS ON SOME INTERIOR AND EXTERIOR DOORS AND WINDOWS. Value of Construction: $55,000.00 Fees Collected: $1,669.19 Type of Fire Protection: SPRINKLER/AFA International Building Code Edition: 2006 Type of Construction: IUB Occupancy per IBC: 0008 * *continued on next page ** doe: IBC -10/06 D10 -069 Printed: 05 -07 -2010 City ("Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite # 100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.ci.tukwila.wa.us Permit Number: D10-069 Issue Date: 05/07/2010 Permit Expires On: 11/03/2010 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: N Permit Center Authorized Signature: Private: Public: Profit: N Non - Profit: N Private: Public: Date: 051,01[1,° I hereby certify that I have read and x. ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complie • with, whether specified herein or not. The granting of this permit does constructi• • • • e perf Signature' hority to violate or cancel the provisions of any other state or local laws regulating ed to sign and obtain this development permit. 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 D10 -069 Printed: 05 -07 -2010 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Parcel No.: 1023049081 Address: 3433 S 120 PL TUKW Suite No: Tenant: TUKWILA EAST PERMIT CONDITIONS Permit Number: D10-069 Status: ISSUED Applied Date: 03/10/2010 Issue Date: 05/07/2010 1: ** *BUILDING DEPARTMENT CONDMONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional m responsible charge and the Building Official. 3: 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. 4: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 5: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 6: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 7: 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. 8: Manufacturers installation instructions shall be available on the job site at the time of inspection. 9: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 10: 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. 11: ** *FIRE DEPARTMENT CONDITIONS * ** 12: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 13: THE EXTERIOR HANDLES OF THE EXTERIOR DOORS MAY BE REMOVED BUT THE LOCKING CYLINDERS MUST REMAIN AND A KEY MUST BE PLACED IN THE FIRE DEPT. KNOX BOX. 14: 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) doc: Cond -10/06 D10 -069 Printed: 05 -07 -2010 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 15: 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) 16: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 17: Maintain sprinlder 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) 18: All new sprinlder systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinlder systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and/or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinlder work shall commence without approved drawings. (City Ordinance #2050) 19: Maintain automatic fire detector coverage per N.F.P.A. 72. Addition/relocation of walls, closets or partitions may require relocating and/or adding automatic fire detectors. 20: 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) 21: 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) 22: 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. 23: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 24: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 25: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. * *continued on next page ** doc: Cond -10/06 D10 -069 Printed: 05 -07 -2010 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the perform • ce of Signatur SyC Print Name: Kro P / ` 7,1)0-s,e- - doc: Cond -10!06 D10 -069 Printed: 05 -07 -2010 CITY OF TUUKWNILO Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http:Ila►ww_ci.lukw ila_ H o. us Building Peo. to--00 Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. (For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION Site Address: 3433 5 /219n# Tenant Name: itlGto 11Fr Property Owners Name: 5h1Sesi 6ORPOieA17w/J King Co Assessor's Tax No.: /0230190e/ Suite Number: Floor: New Tenant: ❑ Yes X..No Mailing Address: I2ZQl 7?�K4.ILLA I�ii'L $t_VD YM Ft.IC City State 98/6b Zip CONTACT PERSON - who do we contact when your permit is ready to be issued Name: 3seg iety R rmA. Mailing Address: 601 /OM* Ave Alai Sorra 22517 E -Mail Address: JERs MYP&s'PL AR,GH tati1 Day Telephone: 426". `419zoo Si u.svuc dd,4 9itvoft City State Zip Fax Number: 4 £37 /5Z0O GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for PIumbing and Gas Piping (pg 5)) Company Name: Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: City Day Telephone: Fax Number: Expiration Date: State Zip ARCHITECT OF RECORD - Alt plans must be wet stamped by Architect of Record Company Name: Mailing Address: 601 1Obrk Av Sit9sflE 223-0 )F - Arm gi rs Contact Person: itt6.01Y Anl E -Mail Address: ,�reg rtyp ejPe-AztkrllrGrs.co yl Isluava City Day Telephone: Fax Number: bJA Mom( State Zip -ks. 44/ 9za 4l2s. 437. S2 v ENGINEER OF RECORD - Ali plans must be wet stamped by Engineer of Record Company Name: Mailing Address: City Day Telephone: Fax Number: Contact Person: E -Mail Address: H:\Applications \Forms- Applications On Line \2009 Applications \1-2009 - Permit Application.dnc Revised: 1 -2009 bh State Zip Page 1 of 6 BUILDING PERMIT INFOR11FION - 206 - 431 -3670 • Valuation of Project (contractor's bid price): $ S5-1000 Scope of Work (please provide detailed information): 1146116,44... No/ Sg4oRIC StOr.061 E EgISTl.16 Orly /GIZ, TiltNiewr RIGSIUIt6TEb 5f1uRrfY CNAANGICMfIot'15 cN SbM 1Mneltlpg dub F.Priczinic DOES AND WINDIAJS. Existing Building Valuation: $ Will there be new rack storage? ❑ Yes . No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: Sprinklers Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety ata Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H: \Applications \Forms-Applications On Line \2009 Applications 1-2009 - Permit Application.doc Revised: 1 -2009 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1st Floor 217 SP ISIS .Zr 2nd Floor 3`d Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: Sprinklers Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety ata Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H: \Applications \Forms-Applications On Line \2009 Applications 1-2009 - Permit Application.doc Revised: 1 -2009 bh Page 2 of 6 PERMIT APPLICATION NOM — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT 1 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 OR AU HO's ZED AGENT: Signature: �p Print Name: / jtegMY rt1T AN Mailing Address: Go/ /O$ *4vc Al, 225V Date Application Accepted: Date: Qz. /3. /U Day Telephone: 42 bL 51DO City State Zip C4,19 ko Date Application Expires: cAllo160 Staff Initials: H:Wpplications \Morns- Applications On Line \2009 Applications \1 -2009 - Pennit Application.doc Revised: 1 -2009 bh Page 6 of 6 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: htqx//www.ci.tukwila.wa.us Parcel No.: 1023049081 Address: 3433 S 120 PL TUKW Suite No: Applicant: TUKWILA EAST RECEIPT Permit Number: D10-069 Status: ISSUED Applied Date: 03/10/2010 Issue Date: 05/07/2010 Receipt No.: R10 -01687 Payment Amount: $63.00 Initials: JEM Payment Date: 08/26/2010 12:45 PM User ID: 1165 Balance: $0.00 Payee: ANTHONY JOHN MODICA TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 124420 ACCOUNT ITEM LIST: Description 63.00 Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 63.00 Total: $63.00 PYMENT RECEIVED doc: Receiot -06 Printed: 08 -26 -2010 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Parcel No.: 1023049081 Address: 3433 S 120 PL TUKW Suite No: Applicant: TUKWILA EAST RECEIPT Permit Number: D10-069 Status: APPROVED Applied Date: 03/10/2010 Issue Date: Receipt No.: R10 -00796 Payment Amount: $1,013.40 Initials: JEM Payment Date: 05/07/2010 01:37 PM User ID: 1165 Balance: $0.00 Payee: BRADFORD L KROPP TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd MC Authorization No. 61577P ACCOUNT ITEM LIST: Description 1,013.40 Account Code Current Pmts BUILDING - NONRES 000.322.100 STATE BUILDING SURCHARGE 640.237.114 Total: $1,013.40 1,008.90 4.50 PAYMENT RECFIVED doc: Receiot -06 Printed: 05 -07 -2010 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Parcel No.: 1023049081 Address: 3433 S 120 PL TUKW Suite No: Applicant: TUKWILA EAST RECEIPT Permit Number: D10 -069 Status: PENDING Applied Date: 03/10/2010 Issue Date: Receipt No.: R10 -00409 Payment Amount: $655.79 Initials: JEM Payment Date: 03/10/2010 09:52 AM User ID: 1165 Balance: $1,013.40 Payee: JPC ARCHITECTS TRANSACTION LIST: Type Method Descriptio Amount Payment Check 23153 655.79 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 655.79 Total: $655.79 ;� is . AY E RECF %VED doc: Receiot -06 Printed: 03 -10 -2010 INSPECTION RECORD - Retain a copy with permit INSPEfr`TCON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ?Diem_ II. l v34, 7 Type of lnipection` t! I io pcuc.c.....40 op., v „., Pt .ri / Address: Date Called: _T_ _QA Special Instructions: Date Wanted: Cl— Z _ ( 0 a.m� p.m. Requester: Aintsys Va1J`ffSE Phone No: / \.c0'I.L 1.e (a .a .,.0 Px,-�k �; 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: pcuc.c.....40 op., v „., Pt .ri / �- GSA - 'd. - �-- vve, _T_ _QA c.� L //1 S`L w i i f f 4 Aintsys Va1J`ffSE c () / \.c0'I.L 1.e (a .a .,.0 Px,-�k �; eJS e lA\ eni cA.) `3) i (tkf C21aVI1 — NCO -•dc - ---7- -----■. n ector• Date: G- 2- 1 $60.00 INSPECTION FEE QUIRED. Pri • r to inspection, fee must be paid a 300 Southcenter Blv.., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit 610-069 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. 14 - (206)431 -3670 Proms i(U) . ( - g }u-t- e Inspection: Ad es ;: 3 r ti Date Called: Special Instructions: Se cutre s `!''i� Se(�.!.e 0 °des 2V ow s - wesT ark Date Wanted: J /a.m; r'p.m. - 7i(— /C''� Requester: r ; ---1 J f .S 4--r (. ,J . Phone (tO - qql _5 s 63 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Res aJa ' 1 SS A pkr t—,k -t /1 iOts l a�� •�0 •T- /f`ry\ -P( %0(� j r? 0 (. A ,fly, 1 o ✓4 ( L ?Li nt l: r ; ---1 J f .S 4--r (. ,J . on (_ '4'7- u- J to/ C, , r (A-^ (4 I - 7t,.,'I (,Aes L((ot.ii e_c (14 J 14s Ysr 4 ......-,. 9~ 1 1 Insp` &tor Date: 7 1 _ ( El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: g - .i. _ _ . M.w...uuan_a..w.._ a — _ _ _ _ rn.w.rr/MMdt1fAli.le{M, .- z.. - INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit o,o - o ' 10 .lS- 67) PERMIT NUMBERS cm OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 d�- Project: 'M��t ,, j Sprinklers: 2. .q Type of Inspection: Address: 31131 Suite #: 3 _ j __o Re. Contact Person: .8r 44 doe Special Instructions: Phone No.: v a -4 "19 9 S' G,S Approved per applicable codes. riCorrections required prior to approval. COMMENTS: .$F, Covr- - S / 1) • Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Ai (.3 I Date: Spolot 0 -Hrs.: • / , "--~' $80.00 REINSPECTION FEE REQUIRED. You will receije an invoice from 49 he City of Tukwila Finance Department: Call to schedule a reinspe tion. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. ilq. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit b ' 0 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 _ 206- 575 -4407 Project: 1 k .�►�� ► 6145 Type of Inspection: e v,"`" Address: ? �l 3 3 5 Suite #: Contact Person: Ar Monitor: - Special Instructions: Phone No.: a0G- 9961 " S-S-63 riApproved per applicable codes. sections required prior to approval. COMMENTS: Sprinkler s: -- Fire Alarm_ : Hood & Duct: Monitor: - Pre -Fire: _ ' Occupancy Type: kb() g. d o _c /. fie. r e S 'f,: 0 c1 :ate cog 1,.) 1.4..- • 0K - -�v G 6 .14,1 54- hew-c. /4 cc.e 95 r 5-4- e plus trik./ S`. 1 Needs Shift I n spec tion: - - _ Sprinkler s: -- Fire Alarm_ : Hood & Duct: Monitor: - Pre -Fire: _ Permits: - Occupancy Type: Inspector: ;6,, -p-- Dater% r f ,d Hrs.: t $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 02 -01 -2011 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director JEREMY PUTMAN 601 108 AV NE, STE 2250 BELLEVUE WA 98004 RE: Permit No. D10 -069 3433 S 120 PL 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 03/01/2011. 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, , provided the inspection shows progress. -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 03/01/2011, 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, 1■110 4,0,--- Bill Rambo Permit Technician File: Permit File No. D10 -069 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • gt PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -069 DATE: 05 -13 -10 PROJECT NAME: TUKWILA EAST SITE ADDRESS: 3433 S 120 PL Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # _ X Revision # 1 After Permit Issued DEPARTMENTS: dingDivi io Put Works t DS' l(fi .0 Fire Prevention IP Structural - �rl oC1I114o Planning Division ❑ Permit Coordinator ❑II DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 05 -18-10 Complete 5-41 Incomplete ❑ Comments: Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required No further Review Required REVIEWER'S INITIALS: DATE: APPROV OR CORRECTIONS: DUE DATE: 06-15-10 Approved 4 % Approved with Conditions ,! I Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 • PERMIT t! ye PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -069 PROJECT NAME: TUKWILA EAST SITE ADDRESS: 3433 S 120 PL DATE: 03/10/10 X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued DEPARTM NTS: I ding i ision IP( 04 u ic Works lAt ire Prevention C Structural AP Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete X1 Comments: Incomplete ❑ DUE DATE: 03/11/10 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Building Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 04/08/10 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 • PROJECT NAME: TOLL Gn C— Gtsf SITE ADDRESS: 11-t33 & I160 pi PERMIT NO: [, O- d �g ORIGINAL ISSUE DATE: S•-7 G v REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF I T S 5-- t 1- ( 0 UNL- to ZAP Summary of Revision: Ka (S,t-ti seLJ rill re DOWN I SY 4. 4eep cD'nS-i- rtt Received by: A rJTtice, - v Mc)) IL 4- REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Web site: http: / /www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: o 4. • iJ Plan Check/Permit Number: DID - OG, Q Response to Incomplete Letter # O Response to Correction Letter # • Revision # after Permit is Issued Q Revision requested by a City Building Inspector or Plans Examiner Project Name: 1-111cteosp pT TuKtAluIr fd t45r Project Address: 34.7, 5, 120 " a Contact Person:.Citli,MY 'PvtMMArr Phone Number: 4zrs.44l.'zoo Summary of Revision: P' ov,rY ROOM GOMPIGt11tt4TlO4 1:10 IX Sigel/wet 1414D "lb Roots rave= -Hovix RATE, kka - AM1:, cdu -sN( A,)AAEM1' -m Ext4 nrt4 RATIm LOinlst�, . MAY 13 2010 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: JCi( g1J� Entered in Permits Plus on 5 ( 0 H:Wpplications \Forms - Applications On Line\2009 -08 Revision Submittal.doc Created: 8 -13 -2004 Revised: 8 -2009 Contractors or Tradespeople Per Friendly Page • General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name Skanska Usa Building Inc UBI No. 602134999 Phone 9737533500 Status Active Address 1633 Littleton Road License No. SKANSUB985RT Suite /Apt. License Type Construction Contractor City Parsippany Effective Date 12/30/2002 State Nj Expiration Date 1/12/2011 Zip 07054 Suspend Date County Out Of State Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status SKANSCN912KQ Skanska Civl Nw /Sknsk Bldg Jv Construction Contractor General Unused 5/18/2009 5/18/2011 Active BAUGHCO103D2 Baugh Construction Oregon Inc Construction Contractor General Unused 3/22/1990 9/20/2003 Expired BAUGHSI987MR Baugh Skanska Inc Construction Contractor General Unused 7/19/2002 7/19/2004 Relicensed Business Owner Information Name Role Effective Date Expiration Date Corporation Service Co Agent 12/30/2002 Amount Flemming, William Keith President 01/01/2009 GLO489601804 Kennedy, Richard A Secretary 12/19/2006 Sinicin, Leonid Vice President 01/01/2009 ZURICH AMERICAN INS CO Karlstrom, Johan E President 12/19/2006 01/01/2009 Ek, Conny S A Vice President 12/19/2006 01/01/2009 Healy, Michael President 12/30/2002 12/19/2006 Carson, Elizabeth Secretary 12/30/2002 12/19/2006 Phillips, Brett Vice President 12/30/2002 12/19/2006 Bond Information Page 1 of 2 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 TRAVELERS CAS & SURETY CO 103904724 12/12/2002 Until Cancelled $12,000.00 12/30/2002 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 7 ZURICH AMERICAN INS CO GLO489601804 08/31/2009 08/31/2010 $2,000,000.00 08/27/2009 6 ZURICH AMERICAN INS CO GLO489601803 08/31/2007 08/31/2009 $2,000,000.0008 /18/2008 https://fortress.wa.gov/lni/bbip/Printaspx 05/07/2010 Author. JEREMY PUTMAN Pen Table: MS— STD.CTB Date/Time: 4/8/2010 C ❑NF RM 3 OFFICE LNBBY/ AITING LOUNGE BREAK ROOM SECURITY ROOM 184 TEL/ DATA ❑PS SUPPORT JANITOR C❑ "RID ❑R SUPPLIES WOMEN C ❑NF RM 1 OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE IluIIIIIflI SEPARATE PERMIT REQUIRED FOR: Mechanical Ai Electrical Gumbing as Piping City of Tukwila BUILDING DIVISION u'uluhIuI uuuuuiuiii �1■111 uuuuuuuuiuu ••ii•iuuil DC PLAN 196.5 SQ j OCC: L1./_30.0 TELCO C SECURITY _EAD END CPB ..34 C35 A19 A27 A28 A34 A35 • • • REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. ltnTE: Revisions will require a new plan submittal and may include additional plan review fees. PUMP ROOM • • • • W •z H 4 SPRINK Floor Plan an _ Scale: 1/4 " =1' -0" PUMP ROOM 163C • Legend: "COMMON PATH OF EGRESS TRAVEL" IS LESS THAN 100' -0" (75' -0" FOR NO QUICK RESPONSE OR NON SPRINKLERED) AS ALLOWED FOR SPRINKLERED BUILDINGS WITH QUICK RESPONSE HEADS, PER 2006 IBC 1014.3, EXCEPTION #1. 4-- "TOTAL EXIT ACCESS TRAVEL DISTANCE" IS LESS THAN 300' -0" (200' -0" FOR NO QUICK RESPONSE OR NON SPRINKLERED)AS ALLOWED FOR SPRINKLERED BUILDINGS WITH QUICK RESPONSE HEADS. DENOTES NUMBER OF OCCUPANTS REVIEWED FOR CODECOMPLIANCE APPROVED MAY 28 2010 City of lla BUILDING . VISION MAR 01 2011 FILE COPY Permit No., P1D-11 001 Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Fi . s Copy and co ' ' ions is acknowledged: By 1 Date: 26, io City of Tukwila BUILDING DIVISION RECEIVED MAY 13 2010 REVISIONNat pERmRcENTER 10069 JPC R HITECTS 601 108th Ave N - Suite 2250 Bellevue, WA 980 tel [425] 641 -9200, fax ; 25] 637 -8200 Microsoft® Tukwila East First Floor Design Team Design JPC Drawn JP Checked MP Date 11.25.2008 JPC Project No. 10 -0074 Approvals Revisions No. Date Description 03.05.10 PERMIT ISSUE 04.05.10 CONSTRUCTION ISSUE Registration Keyplan Sheet Title Code Summary Sheet No. A-A-O.3 © 2010, JPC Architects, PLLC Author. JEREMY PUTMAN Dote/Time: 4/6/2010 10:04 AM EC 164 O mr,■.Amm. wax= .. i0� 1/4/A0 MrREAD NDAPIrla ° 111 LD.7-1./Ati 0:11/WAI rimmiroAPAI ID �� I �-� - -J P. ID I - -J ID J EC 154 Demolition RCP Scale: 1/4"=V-0" 11 O EC 164 REVIENED FOR CODE COMPLIANCE APPROVED IAA1r 2 8 2010 City of Tukwila BUILDING DIVISION 11 CUSTOMER RK AREA 15 EC 154 Reflected Ceiling Plan N TYP. N I ;1 Scale: 1/4"=r-0" MAR 0'1 2011 OtOO (09 Demolition RCP Key Notes: NS We' • ' Pl • 'IS INDICATED. REFER TO FLOOR AND FINISH PLAN FOR ADDITIONAL INFORMATION. O EXISTING BUILDING STANDARD HEAVY DUTY SUSPENDED CEILING GRID AND ACOUSTICAL TILE SYSTEM. REPLACE ALL BENT /SCRATCH OR OTHERWISE DAMAGED CEILING GRID AND DAMAGED AND /OR STAINED TILE WITHIN SCOPE OF NEW WORK. ASSUME 35% NEW CEILING TILE OVER SCOPE OF WORK, NOT INCLUDING LIGHT REMOVAL /RELOCATION. REFER TO GENERAL NOTES FOR ADDITIONAL INFORMATION. 3 CONTRACTOR TO VERIFY CODE COMPLIANCE OF ALL EXISTING ACOUSTICAL CEILING GRID SYSTEMS AND ASSOCIATED SEISMIC BRACING RESTRAINTS. SYSTEMS FOUND NOT IN COMPLIANCE SHALL BE MODIFIED AND /OR NEW PROVIDED AS REQUIRED BY CURRENT BUILDING CODES. • POCHE' INDICATES EXTENT OF EXISTING SUSPENDED CEILING GRID, ACOUSTICAL TILE AND ASSOCIATED SUPPORT /RESTRAINT SYSTEMS TO BE DEMOLISHED. PREPARE AFFECTED AREA(S) AS REQUIRED FOR SCOPE OF NEW WORK. REFER TO REFLECTED CEILING PLAN AND DESIGN -BUILD CONSULTANT DOCUMENTS FOR ADDITIONAL INFORMATION. O MODIFY EXISTING ELECTRICAL, MECHANICAL AND LIFE SAFETY SYSTEMS AS REQUIRED BY SCOPE OF NEW WORK, MOST CURRENT ISSUE OF APPLICABLE BUILDING CODES AND DESIGN /CONSTRUCTION STANDARDS FOR TUKWILA 2 INCLUDING, BUT NOT LIMITED TO CIRCUITING, SWITCHING, DUCTING (SUPPLIES /RETURNS), BALANCING, SPRINKLER HEAD AND /OR HORN /STROBE RELOCATION. RCP Key Notes: O NO WORK THIS AREA, UNLESS OTHERWISE INDICATED. REFER TO FLOOR AND FINISH PLAN FOR ADDITIONAL INFORMATION. O EXISTING BUILDING STANDARD HEAVY DUTY SUSPENDED CEILING GRID AND ACOUSTICAL TILE SYSTEM. REPLACE ALL BENT /SCRATCH OR OTHERWISE DAMAGED CEILING GRID AND DAMAGED AND /OR STAINED TILE WITHIN SCOPE OF NEW WORK. ASSUME 35% NEW CEILING TILE OVER SCOPE OF WORK, NOT INCLUDING LIGHT REMOVAL /RELOCATION. REFER TO GENERAL NOTES FOR ADDITIONAL INFORMATION. 3 CONTRACTOR TO VERIFY CODE COMPLIANCE OF ALL EXISTING ACOUSTICAL CEILING GRID SYSTEMS AND ASSOCIATED SEISMIC BRACING RESTRAINTS. SYSTEMS FOUND NOT IN COMPLIANCE SHALL BE MODIFIED AND /OR NEW PROVIDED AS REQUIRED BY CURRENT BUILDING CODES. 4 CONTRACTOR TO VERIFY CODE COMPLIANCE OF ALL EXISTING LIGHTING FIXTURES AND ASSOCIATED SEISMIC BRACING RESTRAINTS. FIXTURES FOUND NOT IN COMPLIANCE SHALL BE MODIFIED AND /OR NEW PROVIDED AS REQUIRED BY CURRENT BUILDING AND /OR ENERGY COMPLIANCE CODES. O CONTRACTOR TO COORDINATE INCREASED HVAC REQUIREMENT W/ MECHANICAL DESIGN -BUILD Symbols Legend TYPE SYMBOL MFG. DESCRIPTION SWITCH F -1 • I BLDG STD EXIT LIGHT EXTG BLDG STD 2x4 SUSP. CEIUNG GRID & TILE NEW 1 -HOUR RATED GWB CEIUNG HITECTS 601 108th Ave NCB- Suite 2250 Bellevue, WA 98004 tel [425] 641 -9200, fax 25] 637 -8200 Microsoft® Tukwila East First Floor Design Team Design Drawn JPC JP Checked MP Date 11.25.2008 JPC Project No. 10 -0074 Approvals Revisions No. Date 03.05.10 A 04.05.10 Registration Description PERMIT ISSUE CONSTRUCTION ISSUE Keyplan LDG STD 2x4 FLU. LIGHT FIXTURE, 2 -T8 WW LAMPS NO DESIGNATION = EXISTING N = NEW R = RELOCATED (COORDINATE RELOCATED ITEMS W /ARCHITECT) D = REMOVE AND RETAIN FOR REUSE Lighting Power Budget ALLOWABLE WATTAGE PER SF SQ. FT. WATTS PER SF TOTAL ALLOWED WATTS 198 1.0 198 TYPE WATTS/ FIXTURE QTY. TOTAL WATTS F -1 64 2 128 128 Sheet Title Reflected Ceiling Plan RECEIVED MAY 13 2010 PERMIT CENTER Sheet No. A-E-1 .1 © 2010, JPC Architects, PLLC 0 0 Author. JEREMY PUTMAN Pen Table: MS— STD.CTB Date/Time: 4/6/2010 11:51 AM ASSET MANAGER OFFICE 114 Asset Manager Office 114 0 r Scale: 1/4"=V-0" ' -0" EC 164 ,tbt IZ Z I Q EXISTING RATE( CONSTRUCTION I I I I IL - - - -J SECURITY HEAD END 155A OPS/CUSTOMER WORK AREA 155 r - - -- 1 EXI TING RATED CO STRUCTION Z TYP EC 154 Security Head End 155A x x— T Scale: 1/4"=r-0" 1 Key Notes: O NO WORK IN THIS AREA U.N.O. O PATCH AND REPAIR WALL FLUSH WITH ADJACENT FINISH PAINT TO MATCH O ALL ELECTRICAL CIRCUITS SHALL BE UPS AND GENERATOR BACKED TO MAINTAIN SECURITY AND SAFETY OPERATIONS AND RESPONSIBILITIES. POWER OUTLETS AND DATA CONNECTIONS SHOULD BE COORDINATED FOR LOCATION AND QUANTITIES, AS POWER USAGE WILL BE HIGHER THAN TYPICAL. DUAL POWER TO EACH RACK FROM TWO UPS BACK —UPS. ® CONTRACTOR TO COORDINATE INCREASED HVAC REQUIREMENT W/ MECHANICAL DESIGN —BUILD O REMOVE EXTERIOR DOOR HARDWARE (HANDLE AND KEYWAY) FROM EXTERIOR DOORS DESIGNATED AS EMERGENCY EXIT ONLY DOORS. MAR 0 1 2011 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 2 8 2010 City of Tukwila BUILDING DIUIRIf M Dtoo,c1 JPC R HITECTS Symbols Legend: FIRE EXTINGUISHER PROXIMITY CARD READER WALL TAG NO DESIGNATION = EXISTING N = NEW R = RELOCATED (COORDINATE RELOCATED ITEMS W /ARCHITECT) D = REMOVE AND RETAIN FOR REUSE Partition Legend: EXISTING SHELL & CORE WALLS N.I.C.) 1 —HOUR RATED PARTITION. REFER TO DETAIL 8 /A —M -0.2 601 108th Ave NB- Suite 2250 Bellevue, WA 980 tel [425] 641 -9200, fax"f425] 637 -8200 Microsoft® Tukwila East First Floor Design Team Design Drawn JPC JP Checked MP Date 11.25.2008 JPC Project No. 10 -0074 Approvals Revisions No. Date Description 03.05.10 PERMIT ISSUE 04.05.10 CONSTRUCTION ISSUE Registration Keyplan Sheet Title Enlarged Floor Plan RECEIVED MAY 13 2010 PERMIT CENTER Sheet No. A-G-1 .0 © 2010, JPC Architects, PLLC 0 0 w 0 0 Author. JEREMY m Q 0 C X Pen Table: MS— STD.CTB Date/Time: 4/6/2010 11:44 AM 18 mils STUDS (25 GA) STUD SIZE STUD SPACING LIMITING WALL HEIGHT NON— COMPOSITE COMPOSITE 162S125 (1 -5/8 ") 12" 7' -7" 8' -10" 16" 6' -11" .8' -4" 24" 6' -0" 7' -11" 250S125 (2 -1/2 ") 12" 10' -6 "" 11' -11" 16" 9' -6" 11' -3" 24" 7' -7" 10' -7" 362S125 3 -5/8" 12" 12' -9" 15' -4" 16" 12' -7" 14' -4" 24" 13' -1" 13' -5" 4005125 (4 ") 12" 18' -4" 16' -5" 16" 16' -8" 15' -4" 24" 14' -7" 14' -2" 600S125 (6 ") 12" 25' -5" 22' -1 " 16" 23' -1" 19' -9" 24" 20' -2" 16' -9" 0 30 mils STUDS (20 GA — DRYWALL) STUD SIZE STUD SPACING LIMITING WALL HEIGHT NON— COMPOSITE COMPOSITE 162S125 (1 -5/8 ") 12" 9' -2" 9' -11" 16" 8' -4" 9' -2" 24" 7' -3" 8' -3" 250S125 (2 -1/2 ") 12" 12' -9" 13' -2" 16" 11' -7" 12' -1" 24" 10' -1" 1O' -9" 362S125 3 -5/8" 12" 16' -6" 17' -1" 16" 15' -0" 15' -8" 24" 13' -1" 14' -0" 400S125 (4 ") 12" 18' -4" 19' -0" 16" 16' -8" 17' -6" 24" 14' -7" 15' -7" 600S125 (6 ") 12" 25' -5" 25' -6" 16" 23' -1" 23' -2" 24" 20' -2" 20' -3" 33 mils STUDS (20 GA) STUD SIZE STUD. SPACING LIMITING WALL HEIGHT NON— COMPOSITE COMPOSITE —note 3 162S125 (1 -5/8 ") 12" 9' -6" 10' -4" 16" 8' -7" 9' -8" 24" 7' -6" 8' -9" 250S125 (2 -1/2 ") 12" 13' -2" 13' -11" 16" 11' -11" 12' -10" 24" 10' -5" 11' -7" 362S125 3 -5/8" 12" 17' -1" 17' -10" 16" 15' -6" 16' -5" 24" 13' -6" 14' -9" 400S125 (4 ") 12" 18' -11" 19' -11" 16" 17' -3" 18' -4" 24" 15' -0" 16' -5" 600S125 (6 ") 12" c 26' -3" 26' -9" 16" 23' -11" 24' -6" 24" 1 20' -10" 21' -7" NON - BEARING NON - STRUCTURAL LIMITING WALL HEIGHT TABLES NON— BEARING WALL HEIGHT TABLE NOTES 1. WALL HEIGHTS ARE BASED ON ALLOWABLE DEFLECTION OF L/24. 2. WALLS ARE TO RECEIVE MINIMUM 1/2" GWB BOTH SIDES. 3. IF WALL HEIGHT FOR COMPOSITE ACTION IS USED, GWB IS TO BE FASTENED WITH MINIMUM #6 SCREW AT 12" O.C. 4. HEIGHTS ARE BASED ON THE SSMA CATALOG. 5. TABLES ARE BASED ON 5 PSF LATERAL LOAD. 6. TABLES TO BE USED FOR NON— BEARING NON— STRUCTURAL STUD WALLS ONLY. 8. MATERIAL GAUGES ARE FOR REFERENCE ONLY. 9. WHERE GWB DOES NOT EXTEND TO TOP OF STUDS USE LIMITING WALL HEIGHTS FOR NON COMPOSITE WALLS AND PROVIDE MECHANCICAL BRACING OF STUD FLANGES PER SSMA STANDARDS. — HANGER WIRE AT EACH PERIMETER MAIN TEE AND PERIMETER CROSS MATCH EXIST MATCH EXIST TYPICAL WALL MOLDING ARMSTRONG CEILING CAT. D, E & F ATTACHED BERC2 BY ARMSTRONG CEILING APPROVED "FIRE EXTINGUISHER" SIGNAGE 3" HIGH WHITE HELVETICA LETTERING ON RED BACKING OF 8 "x12" SIGN. PROVIDE SIGNAGE ON ALL FOUR SIDES OF COLUMN ENCLOSURE WHEN FIRE EXTINGUISHER OCCURS AT COLUMN. BUILDING STANDARD FIRE EXTINGUISHER CABINET 7/8 ".� :,¢ TYPICAL HEAVY DUTY SUSPENDED CEILING GRID SYSTEM BY ARMSTRONG 8" METAL STUD © 24" O.C. ONE LAYER 5/8" GWB. EACH SIDE ACOUSTIC LAY —IN TILE WHEN LOCATED AT COLUMNS, CABINET AND SIGNAGE TO BE CENTERED ON COLUMN ENCLOSURE. TYPICAL,! U.N.O. Suspended Ceiling At Perimeter Support Scale: NTS ONE LAYER 5/8" GWB. EACH SIDE OF WALL BUILDING STANDARD BASE NO. 9 GA. LATERAL SUPPORT WIRE WITHIN 3" OF EACH CORNER OF LIGHT FIXTURE. SPLAY WIRES AS SHOWN AND FASTEN TO BEAM OR PURLIN. MIN. OF 3 WIRE TURNS EA. CONNECTION POINT. NO. 9 GA. FIXTURE SUPPORT WIRES AT CENTER ENDS OF EA. FIXTURE. FIXTURE SUPPORT WIRE SUPPLIED BY CEILING CONTRACTOR. 60' MAX. TYP. TATE "POSILOCK" PEDESTAL SHOWN. VERIFY WITH ACTUAL ON SITE. CONT. MTL. RUNNER MECHANICALLY FASTENED TO SUBFLOOR. SPACING AND EMBED DEPTH PER GOVERNING CODE & REGULATIONS. ACOUSTICAL SEALANT BOTH SIDES 1/8" FOAM TAPE WALL BADGE © 10' ANGLE 1/2" ROUTS IN 1/2" SOLID MAPLE TO CREATE "SLOTS" TO SLIDE IN BADGES 1/8;.,--Ax-1/8" WALL TYPE SYMBOL STUD SIZE STUD GAUGE STUD SPACING CKN INSULATION FIRE RATING COMMENTS TYPE THICKNESS THICKNESS A 6" 20 GAUGE 16" O.C. 7 1 /4" — UL# U419 — Full Ht. Partition n Scale: 3 " =1' -0" DRAWER TO RECEIVE INSERT Cg) Ceiling Bracing Diagram scale: NTS 1' -6 3/4" Scale: NTS CROSS TIE RECESSED FLUORESCENT FIXTURE MAIN STRUCTURAL RUNNER 4' -0" 0.C. 45' NOTE: LAYOUT BASED ON 2 /1" WIDE x 3 i" TALL x32" THICK BADGE LAYOUT MAY CHANGE DEPENDING ON ACTUAL SIZE OF BADGE BEING USED NEED (1) ACTUAL BADGE FOR FINALIZATION OF DETAILS FIRE EXTINGUISHER HANDLE d 0 c0 SCHEDULED DOOR (OPEN OR CLOSED) WALL —MTD. TELEPHONE OUTLET THERMOSTAT HARDWARE SET AS SCHEDULED ELEC. OUTLET — TEL OUTLET c 00 6" NOTE : INSTALL LOCAL ELECTRICAL AND TELEPHONE WALL OUTLETS AND SWITCHPLATES AT NEAREST STUD FROM SCALED 'LOCATION ON PLAN UNLESS SPECIFICALLY DIMENSIONED. Full Ht. Partition LIGHT\SWITCH OR ADA BU ON. DOTTED L E INDICATES LOCATION OF LARGER PLATE F GANGED SWITCHES '1� 2 -3/4" VERIFY W/ HARDWARE SCHEDULE N I NOTE: HEIGHTS ARE AS NOTED UNLESS DIRECTED BY B/S TO BE DIFFERENT Scale: 3 " =1' -0" NOTES: 1. LATERAL BRACING CLUSTER: (4) 12 GA. GALV SOFT— ANNEALED MILD STEEL WIRES SECURED TO MAIN RUNNER WITHIN 2" OF CROSS 'T' AND SPLAYED 90 DEGREES FROM EACH OTHER AT 45 DEGREES MAX. ABOVE HORIZONTAL. CLUSTERS PLACED 12' -0" O.C. MAX. AND 6' -0" MAX. FROM EACH WALL. WIRES SHOULD BE TAUT WITHOUT CAUSING CEILING TO LIFT. CONNECT TO STRUCTURE ABOVE WITH CONCRETE EXPANSION ANCHOR OR APPROVED EQUAL, 200 LB ALLOWABLE CAPACITY. 2. SUSPENSION WIRE: 12 GA. GALV. SOFT— ANNEALED MILD STEEL WIRE ENCASED IN 1/2" DIAM. CONDUIT (FOR UPLIFT RESTRAINT); SECURE WIRE TO MAIN RUNNER WITHIN 2" OF CROSS 'T'. CONDUIT TO OCCUR AT EVERY LATERAL BRACING CLUSTER AND SUSPENSION WIRES TO OCCUR AT 4' -0" O.C. MAX. EACH WAY. NOTE NO. 1 NOTE NO. 2 FASTEN RUNNERS VIA BERC2 CLIP. REFER TO 127/A —M -0.25. 3 TURN IN. WITH I 3" TYP. F40 0. 1 t HEAVY DUTY 45 "MAX.TYP. • JPC ARC'HITECTS 601 108th Ave N - Suite 2250 Bellevue, WA 980 tel [4251641-9200, fax , 25] 637 -8200 Tukwila East First Floor MAIN RUNNER, RUNNER ENDS A OPPOSITE WALL TO FLOAT FREE \— CROSS 'T' �L ON PERIMETER ANGLE. PROVIDE 3/4" CLEARANCE BETWEEN ENDS OF GRID & WALL. NOTE NO. 1 Design Team VIEW SHOWING LATERAL BRACING CLUSTER AND SUSPENSION WIRE Light Fixture Bracing Diagram Scale: NTS 11.25.2008 JPC Project No. 10 -0074 Approvals NOTE: CONTRACTOR TO VERIFY DIMENSION OF DRAWER BEFORE FABRICATION 1 15/16" 1 15/16" 1 15/16" 1 15/16" 1 15/16" .. er .e 1' -0 11/16" 30 BADGES PER ROW (150 BADGES PER DWR) 1/2" SOLID MAPLE DIVIDERS Revisions DRAWER TO RECEIVE THE INSERT No. Date Deserlptlon 03.05.10 PERMIT ISSUE 04.05.10 CONSTRUCTION ISSUE Drawer Insert Drawer Insert Scale: 6"=1' —0" Scale: 1/2"=r-0" REVIEWED FOR CODECOMPLIANCE APPIMVED MAr282010 City of Tukwila BUILDING Divimn, EXISTING CONSTRUCTION 5/8" GWB Registration MTL STUD AS SPECIFIED ERSO HINGT Keyplan Wall Termination Scale: 1/2"=1'-0" MAR 0 1 2011 I'D [0-- o VI Sheet Title Construction Details RECEIVED MAY 13 2010 PERMIT CENTER Sheet No. A-M-O.2 © 2010, JPC Architects, PLLC BADGE © 10' ANGLE 1/2" ROUTS IN 1/2" SOLID MAPLE TO CREATE "SLOTS" TO SLIDE IN BADGES 1/8;.,--Ax-1/8" NOTE: LAYOUT BASED ON 2 /1" WIDE x 3 i" TALL x32" THICK BADGE LAYOUT MAY CHANGE DEPENDING ON ACTUAL SIZE OF BADGE BEING USED NEED (1) ACTUAL BADGE FOR FINALIZATION OF DETAILS FIRE EXTINGUISHER HANDLE d 0 c0 SCHEDULED DOOR (OPEN OR CLOSED) WALL —MTD. TELEPHONE OUTLET THERMOSTAT HARDWARE SET AS SCHEDULED ELEC. OUTLET — TEL OUTLET c 00 6" NOTE : INSTALL LOCAL ELECTRICAL AND TELEPHONE WALL OUTLETS AND SWITCHPLATES AT NEAREST STUD FROM SCALED 'LOCATION ON PLAN UNLESS SPECIFICALLY DIMENSIONED. Full Ht. Partition LIGHT\SWITCH OR ADA BU ON. DOTTED L E INDICATES LOCATION OF LARGER PLATE F GANGED SWITCHES '1� 2 -3/4" VERIFY W/ HARDWARE SCHEDULE N I NOTE: HEIGHTS ARE AS NOTED UNLESS DIRECTED BY B/S TO BE DIFFERENT Scale: 3 " =1' -0" NOTES: 1. LATERAL BRACING CLUSTER: (4) 12 GA. GALV SOFT— ANNEALED MILD STEEL WIRES SECURED TO MAIN RUNNER WITHIN 2" OF CROSS 'T' AND SPLAYED 90 DEGREES FROM EACH OTHER AT 45 DEGREES MAX. ABOVE HORIZONTAL. CLUSTERS PLACED 12' -0" O.C. MAX. AND 6' -0" MAX. FROM EACH WALL. WIRES SHOULD BE TAUT WITHOUT CAUSING CEILING TO LIFT. CONNECT TO STRUCTURE ABOVE WITH CONCRETE EXPANSION ANCHOR OR APPROVED EQUAL, 200 LB ALLOWABLE CAPACITY. 2. SUSPENSION WIRE: 12 GA. GALV. SOFT— ANNEALED MILD STEEL WIRE ENCASED IN 1/2" DIAM. CONDUIT (FOR UPLIFT RESTRAINT); SECURE WIRE TO MAIN RUNNER WITHIN 2" OF CROSS 'T'. CONDUIT TO OCCUR AT EVERY LATERAL BRACING CLUSTER AND SUSPENSION WIRES TO OCCUR AT 4' -0" O.C. MAX. EACH WAY. NOTE NO. 1 NOTE NO. 2 FASTEN RUNNERS VIA BERC2 CLIP. REFER TO 127/A —M -0.25. 3 TURN IN. WITH I 3" TYP. F40 0. 1 t HEAVY DUTY 45 "MAX.TYP. • JPC ARC'HITECTS 601 108th Ave N - Suite 2250 Bellevue, WA 980 tel [4251641-9200, fax , 25] 637 -8200 Tukwila East First Floor MAIN RUNNER, RUNNER ENDS A OPPOSITE WALL TO FLOAT FREE \— CROSS 'T' �L ON PERIMETER ANGLE. PROVIDE 3/4" CLEARANCE BETWEEN ENDS OF GRID & WALL. NOTE NO. 1 Design Team VIEW SHOWING LATERAL BRACING CLUSTER AND SUSPENSION WIRE Light Fixture Bracing Diagram Scale: NTS 11.25.2008 JPC Project No. 10 -0074 Approvals NOTE: CONTRACTOR TO VERIFY DIMENSION OF DRAWER BEFORE FABRICATION 1 15/16" 1 15/16" 1 15/16" 1 15/16" 1 15/16" .. er .e 1' -0 11/16" 30 BADGES PER ROW (150 BADGES PER DWR) 1/2" SOLID MAPLE DIVIDERS Revisions DRAWER TO RECEIVE THE INSERT No. Date Deserlptlon 03.05.10 PERMIT ISSUE 04.05.10 CONSTRUCTION ISSUE Drawer Insert Drawer Insert Scale: 6"=1' —0" Scale: 1/2"=r-0" REVIEWED FOR CODECOMPLIANCE APPIMVED MAr282010 City of Tukwila BUILDING Divimn, EXISTING CONSTRUCTION 5/8" GWB Registration MTL STUD AS SPECIFIED ERSO HINGT Keyplan Wall Termination Scale: 1/2"=1'-0" MAR 0 1 2011 I'D [0-- o VI Sheet Title Construction Details RECEIVED MAY 13 2010 PERMIT CENTER Sheet No. A-M-O.2 © 2010, JPC Architects, PLLC 1 INCH-- 00 e tY TC Dote/Time: 3/8/2010 11:57 AM TukwUa East Floor 0 Site Flan / / / / / /i /. /j_ :'� /' f 'i i / i / / DNS No _ ade to the scope of L,, approval of Tu! NOTE: Revisions will require a new p' ..•`�mit+ei , and may Inc ude acd:±innai p! n , D Sheet Number A —A -0.1 A —A -0.2 A —A -0.3 A —B -0.1 A —C -1.0 A —C -1.1 A —C -1.2 A —D -1.0 A —D -1.1 A —D -1.2 A —E -1.1 A —G -1.0 A —M -0.1 A —M -0.2 1 Sheet Title Cover Sheet General Notes & Symbols Code Summary Site Plan Demolition Plan Demolition Plan De, � olition Plan First Floor Fla; First Floor Plan e Floor- Plan First r . Reflected Ceiling Plan Enlarged Floor Plan Door Schedule Elevations Construction Details n 1 uelallJ Code InT ration RE Gtr 111O .', v 16110 t %4200 BUILDING 1,I MONK PROJECT ADDRESS: TUKWILA 2 INTERNATIONAL GATEWAY BUILDING 4 3433 S. 120TH PLACE TUKWILA, WA 98168 CONSTRUCTION TYPE: rrPE ,1, n i FULLY SPRINKLERED, 4U''O,. RESPONSE ZONE: IvIIC /H MANUFACTURING INDUSTRIAL OEN HEA`r`! INDUS TRIAL OCCUPANCY: SQUARE FOOTAGE: TOTAL BUILDING V: , ,258 ARE• - WORK SF. 2', 9_ t_ ECTRICAL y MECHANICAL , PI �. �,'I✓It G 4`" FIR PERMIT TAX -.ARCEL #102304903-: _OT 4 OF TUKWILA ELA. IN 23 -04 Ri APPLICABLE EDITIONS CF BUILDING CODES: Building Code Fire Code Energy Code ivi6Cf uii!CCi Code Electrical Code !e :.__ ,n /Air Quality Code Plumbing \_, j Zoning Code Access'Cii Code ■ 2006 INTERNATIONAL BLDG CODE WAC 51 -50 2006 INTERNATIONAL FIRE COLE (IFC), INCL . APPENDIX B &C 2006 WASHINGTON STATE ENERGY CODE (WSEC), WAC 51-11 2006 INTERNATIONAL ME WAC 51 -52 ANICAL CODE (IMil), 2002 NATIONAL ELECTRICAL CODE (NEC) 2006 WASHINGTON STATE VE`\JT L JION AND INDOOR AIR QUALITY CODE (WSVIAQ), WAC 51 -13 2006 UNIFORM PLUMBING CODE (UPC), WAC 51-56 51-57 APPENEliX CHAPTERS L — EXCL. SEO i 0NS L5 —LI & LAWN SFR -, KLER HEAD" FROM TABLE 6 -4 OF APPENDIX L. CITY OF TUKWILA ZONING CODE FOR BARRIER 4TH WASHINGTON STATE ! \ =G. ,; FFEE 02 -057 REC .a 2C LOiiCATiON (operty rviang, SA.BEY CORPORATION 12201 TUKWILA IN T L BLVD 4TH FLOOR SEATTLE, WA 98168 JOHN S,-"ASS�.R johnsas©sabey.com Tenant: MICROSOFT 3433 S , '^-U PL flJKW_ 3168 BRADLE"ii ELLIOT 5rej ©microsol t.com Con MAR 01 2011 SEPARATE �PEF)R: !Manage!: J327900002 LOCATED IN SE % , OF SEC 9 & SW 1/4 10 Arc h 8 .;PC ARCHI j EC T c PLLC 601 108TH AVE NE SUITE E 2250 BELLEVUE, WA 98004 (425) 641 -9200 MARK PETERSON — EXT. 340 rnarkp©jpcarcnitects.com DALE PRIOR — EXT. 357 dalep©jpcarchitects.com Genera! Contractor: FILE Cr PY Permit No.. "DU�i City orb �Na *�[/��■ BUILDIM aTvROLA MAR 10 2010 PERMIT CENTER JPC R TECT 601 108th Ave - Suite 2250 Bellevue, WA 98CO4 tel [425] 641 -9200, fax [425] 637 -8200 Tukwila East First Floor Dasi_ Drawn Checked Date .....: t No. .;'C P MP 11.25.2008 10-0074 No. Dave Description 03.0....., PERMIT ISSL. Re ation rpc 1t F a: »• Key—plan" lrn heel Title Cover Sheet A-A-O. 1 2010. JPC Architects, PLLC 3 a r-. 0 0 0 N at J 0 Author. JEREMY PUTMAN 0 cc Pen Table: MS— STD.CTB 3/8/2010 11:56 AM Abbreviations: General Notes: Dimension Notes: Door Notes: Finish Notes: J P C A R 601 108th Ave H N - I T E C T S Suite 2250 A/C AIR CONDITIONING ACT ACOUSTICAL CEILING TILE AFF ABOVE FINISH FLOOR ALT. ALTERNATE APPROX. APPROXIMATE BD BOARD BLDG BUILDING BLK BLOCK BLKG BLOCKING BOT BOTTOM B/S BUILDING STANDARD BU BUILT UP CAB CABINET CLG CEILING CLR CLEARANCE) COL COLUMN CONC CONCRETE CONS CONSTRUCTION CONT CONTINUOUS CORN CORRIDOR CPT CARPET CT CERAMIC TILE CTR CENTER DEMO DETAIL DTL DETAIL DF DRINKING FOUNTAIN DIA DIAMETER DIM DIMENSION DN DOWN DR DOOR DWG DRAWING DRW DRAWER E EAST EA EACH EL ELEVATION ELEC ELECTRICAL ELEV ELEVATOR EQ EQUAL EQUIP EQUIPMENT EST ESTIMATE EXIST EXISTING EXP EXPANSION FEC FIRE EXTINGUISHER CABINET FF FACTORY FINISH FH FULL HEIGHT FIN FINISH(ED) FLR FLOOR FLUOR FLUORESCENT FOIC FURNISH BY OWNER, INSTALL BY CONTRACTOR FOS FACE OF STUD(S) FOC FACE OF CONCRETE FOF FACE OF FINISH FT FOOT/FEET FUR FURRED /FURRING GC GENERAL CONTRACTOR GWB GYPSUM WALL HC HOLLOW CORE HCPD HANDICAPPED HDWR HEADER HM HOLLOW METAL HORIZ HORIZONTAL HR HOUR HT HEIGHT HVAC HEATING VENTILATING AIR CONDITIONING INSUL INSULATION JAN JANITOR JT JOINT KIT KITCHEN LAM LAMINATE(D) LAV LAVATORY LH LEFT HAND MAX MAXIMUM MECH MXHANICAL MTL METAL MEZ MEZZANINE MFR MANUFACTURE(R) MIN MINIMUM MISC MISCELLANEOUS MTD MOUNTED MUL MULLION N NORTH NIC NOT IN CONTRACT NTS NOT TO SCALE OA OVERALL OC ON CENTER OD OUTSIDE DIAMETER OH OPPOSITE HAND OPNG OPENING P -LAM PLASTIC LAMINATE PNL PANEL PR PAARRTMON RAD RADIUS RB RESILIENT BASE RT RESILIENT TILE REF REFERENCE REFR REFRIGERATOR REINF REINFORCING REQ REQUIRED REV REVISION RH RIGHT HAND RM ROOM RO ROUGH OPENING S SOUTH SC SOLID CORE SEAL SEALANT SECT SECTION SHT SHEET SIM SIMILAR SPEC SPECIFICATION SQ SQUARE SQ STAINLESS STEEL STL STEEL STOR STORAGE STRUC STRUCTURAL SUSP SUSPENDED TEL TELEPHONE TEMP TEMPERED TFTI TENANT FURNISHED & TENANT INSTALLED IIiK THICK(NESS) THRESH THRESHOLD TV TELEVISION •r P TYPICAL UNF1N UNFINISHED UNO UNLESS NOTED OTHERWISE VCT VINYL COMPOSITION 11LE VELA VENEER VERT VERTICAL VFY VERIFYULE VWC VINYL WALL COVERING w WEST /WIDE W/ WITH WD WOOD w 0 WITHOUT WT WEIGHT 1. REFER TO BASIC BUILDING SPECIFICATIONS, REQUIREMENTS AND STANDARDS FOR EXISTING SHELL AND CORE CONSTRUCTION. ALL WORK IS TO BE COMPATIBLE WITH EXISTING CONSTRUCTION. 2. ALL WORK SHALL CONFORM TO APPLICABLE CURRENT FEDERAL, STATE AND LOCAL CODES. THE CONTRACTOR IS TO PROVIDE FOR ALL REQUIRED NOTIFICATION OF AND COORDINATION WITH CITY AND STATE AGENCIES, AND PROVIDE REQUIRED PERMITS. ALL TESTS AND INSPECTIONS ASSOCIATED WITH OBTAINING APPROVALS TO PROCEED WITH AND COMPLETE THE WORK SHALL BE PAID FOR BY THE CONTRACTOR. 3. THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE ALL LABOR AND MATERIALS, EQUIPMENT AND TRANSPORTATION NECESSARY OR REASONABLY INFERABLE AS BEING NECESSARY FOR THE EXECUTION OF THE WORK. BY SUBMITTING A PROPOSAL, THE CONTRACTOR REPRESENTS THAT THOROUGH EXAMINATION OF THE SITE AND ALL EXISTING CONDITIONS AND LIMITATIONS HAVE BEEN MADE AND THAT THE CONTRACT DOCUMENTS HAVE BEEN EXAMINED IN COMPLETE DETAIL, AND THAT IT IS DETERMINED BEYOND DOUBT THAT THE DRAWINGS, SPECIFICATIONS AND EXISTING CONDITIONS ARE SUFFICIENT, ADEQUATE AND SATISFACTORY FOR CONSTRUCTION OF THE WORK. WHERE MINOR ADJUSTMENTS TO THE WORK ARE NECESSARY FOR THE PURPOSES OF FABRICATION AND INSTALLATION OF ITEMS, OR RESOLUTIONS OF CONFLICTS BETWEEN ITEMS, WITHIN THE INTENT OF THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL MAKE SUCH ADJUSTMENTS AT NO ADDED EXPENSE TO THE OWNER. WHERE SUCH MINOR ADJUSTMENTS AFFECT FUNCTIONAL OR AESTHETIC DESIGN OF THE WORK, THEY SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW AND APPROVAL. 4. THE CONTRACTOR SHALL COORDINATE ALL OPERATIONS WITH THE OWNER, INCLUDING AREA FOR WORK, MATERIALS STORAGE, AND ACCESS TO AND FROM THE WORK, SPECIAL CONDITIONS OR NOISY WORK, TIMING OF WORK AND INTERRUPTION OF MECHANICAL AND ELECTRICAL SERVICES. NOISY OR DISRUPTIVE WORK SHALL BE SCHEDULED AT LEAST ONE (1) WEEK IN ADVANCE OF THE TIME WORK IS TO COMMENCE. 5. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE HIGHEST STANDARD OF WORKMANSHIP IN GENERAL AND WITH SUCH STANDARDS AS ARE SPECIFIED. 6. CONTRACTOR SHALL ADHERE TO ALL BUILDING STANDARDS. ANY CHANGES TO SAME SHALL BE SUBMITTED TO ARCHITECT IN WRITING FOR APPROVAL. 7. CONTRACTOR SHALL SUBMIT SAMPLES OF ALL FINISHES OF SUCH SIZE AND NUMBER THAT THEY REPRESENT A REASONABLE DISTRIBUTION OF COLOR RANGES AND PATTERN PRIOR TO INSTALLATION FOR ARCHITECT'S APPROVAL. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS AND PRODUCT DATA FOR ARCHITECT'S APPROVAL ON ALL SPECIAL ITEMS REQUIRING CUSTOM FABRICATION. (SHALL INCLUDE RATED FIRE DOORS AND HARDWARE). 8. CONTRACTOR IS TO VERIFY ALL DIMENSIONS AND CONDITIONS ON SITE AND NOTIFY ARCHITECT OF ANY DISCREPANCIES. CONTRACTOR IS NOT TO SCALE OFF DRAWINGS. 9. CONTRACTOR SHALL PROVIDE 18 -GAUGE SHEET METAL BACKING IN PARTITIONS FOR ALL WALL - MOUNTED FIXTURES AND DEVICES UNLESS INDICATED OTHERWISE ON THE DRAWINGS. 10. ALL FLOORS SHOULD BE LEVEL AND NOT VARY MORE THAN 1/4" IN 10' -0 ". THE SHALL NOTIFY ARCHITECT OF ANY CONDITIONS THAT DO NOT MEET THIS STANDARD. 11. ALL MATERIALS INDICATED TO MATCH EXISTING SHALL DO SO WITH RESPECT TO SIZE, SHAPE, COLOR, TEXTURE, PATTERN, QUALITY AND METHOD OF INSTALLATION INSOFAR AS PRACTICABLE AND SHALL BE APPROVED BY THE ARCHITECT BEFORE USE. 12. ALL FIREPROOFING DISTURBED DURING CONSTRUCTION SHALL BE REPLACED TO MATCH ORIGINAL FIRE PROTECTION LEVELS. (OBTAIN REQUIRED APPROVALS). 13. THE FLOORS MAY BE OCCUPIED DURING CONSTRUCTION. THE CONTRACTOR SHALL PROTECT ALL PERSONNEL, PASSERSBY OR VISITORS TO THE SITE FROM HARM AND INJURY. BARRIERS SHALL BE INSTALLED AS REQUIRED TO PROTECT EQUIPMENT INSTALLED DURING CONSTRUCTION. CAREFULLY MAINTAIN AND PROTECT MONUMENTS, BENCH MARKS AND THEIR REFERENCE POINT FROM BEING DESTROYED OR DISTURBED; REPLACE AS REQUIRED. 14. EXISTING WORK DAMAGED AS A RESULT OF WORK DONE UNDER THIS CONTRACT SHALL BE REPAIRED TO ORIGINAL CONDITION AND FINISHED TO MATCH ADJACENT FINISHES, SUBJECT TO ARCHITECT'S APPROVAL, AND AT NO ADDITIONAL COST TO OWNER. ALL REPLACEMENT MATERIALS REQUIRED TO MATCH EXISTING MATERIALS SHALL DO SO WITH RESPECT TO TYPE, PATTERN, TEXTURE, SIZE, SHAPE, COLOR AND METHOD OF INSTALLATION INSOFAR AS PRACTICABLE, AND SHALL BE APPROVED BY THE ARCHITECT AND OWNER PRIOR TO INSTALLATION. 15. ALL EXISTING MECHANICAL AND ELECTRICAL EQUIPMENT AND SERVICES DISRUPTED OR REMOVED DURING CONSTRUCTION SHALL BE RESTORED AND REPLACED UNLESS NOTED OTHERWISE. FIRE /LIFE SAFETY SYSTEMS TO BE MAINTAINED DURING CONSTRUCTION. 16. INSTALLATION OF MECHANICAL, ELECTRICAL AND STRUCTURAL SYSTEMS WILL REQUIRE OPENING OF SOME EXISTING WALLS, CEILINGS OR FLOOR CAVITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF THESE OPENINGS TO MATCH EXISTING, EXCEPT WHERE NOTED OTHERWISE. FILL ALL HOLES AND VOIDS IN FLOORS, WALLS AND CEILINGS WHICH RESULT FROM INSTALLATION OF WORK, AND REMOVAL OF EXISTING MATERIALS AND EQUIPMENT REQUIRED BY THIS CONTRACT. PATCHED AREAS SHALL MATCH THE MATERIALS, FINISHES, AND LEVELS ADJACENT, OR SHALL BE PUT IN THE PROPER CONDITION TO RECEIVE THE FINISH INDICATED. 17. OPENINGS REQUIRED FOR NEW WORK THAT PENETRATES EXISTING STRUCTURE SHALL BE COORDINATED WITH OWNER PRIOR TO COMMENCING THE WORK. ANY OPENING OVER 2" IN DIAMETER SHALL BE REVIEWED AND APPROVED BY OWNER. THROUGH CONCRETE SLABS OR WALLS, OR MASONRY WALLS, ALL ROUND HOLES SHALL BE CORE DRILLED WITH A DIAMOND DRILL AND ALL RECTANGULAR OPENINGS SHALL BE CUT WITH A DIAMOND SAW. IN NO CASE SHALL ANY STRUCTURAL MEMBER BE CUT. USE CARBIDE- TIPPED DRILLS FOR GYPSUM WALLBOARD PARTITIONS. KEEP OVERCUTTING TO A MINIMUM. MAINTAIN CONTINUITY AND INTEGRITY OF FIRE SEPARATION AT ALL TIMES. GROUT AROUND CONDUITS PASSING THROUGH CONCRETE WALLS AND FLOORS AND MASONRY WALLS. MAKE PATCHES WITH NEAT, TRIMMED EDGES; MATCH ADJACENT EXISTING WORK. 18. CONTRACTOR SHALL PROVIDE FLOOR LEVELING AS MAY BE REQUIRED AT SLIDING DOORS, RECITES WITHOUT BASE, CABINET WORK, AND OTHER LOCATIONS REQUIRING LEVEL SUBSTRATE. FEATHER CHANGES IN ELEVATION OVER SUFFICIENT AREA TO LIMIT " TRANSITION SLOPE TO 1/8" PER FOOT. 19. MATERIALS, ARTICLES, DEVICES AND PRODUCTS ARE SPECIFIED IN THE DOCUMENTS BY LISTING ACCEPTABLE MANUFACTURERS OR PRODUCTS, BY REQUIRING COMPLIANCE WITH REFERENCED STANDARDS, OR BY PERFORMANCE SPECIFICATIONS. FOR ITEMS SPECIFIED BY NAME, SELECT ANY PRODUCT NAMED. FOR THOSE SPECIFIED BY REFERENCE STANDARDS OR BY PERFORMANCE SPECIFICATIONS SELECT ANY PRODUCT MEETING OR EXCEEDING SPECIFIED CRITERIA. FOR APPROVAL OF AN ITEM NOT SPECIFIED, SUBMIT REQUIRED SUBMITTALS, PROVIDING COMPLETE BACK -UP INFORMATION FOR PURPOSES OF EVALUATION. WHERE BUILDING STANDARD ITEMS ARE CALLED FOR, NO SUBSTITUTE WILL BE ACCEPTED. 20. CONTRACTOR SHALL PROVIDE FOR ALL WORK REQUIRED TO MAINTAIN COMPLIANCE WITH LOCAL FIRE CODE. PROVIDE FOR ALL REQUIRED SHOP DRAWINGS AND APPROVALS. CONTRACTOR IS RESPONSIBLE FOR PROVIDING FIRE ALARM SYSTEM AUDIBILITY. 21. MECHANICAL AND ELECTRICAL FIXTURES, OUTLETS, ETC., WHEN SHOWN ON THE ARCHITECTURAL DRAWINGS, ARE FOR LOCATION INFORMATION ONLY. MECHANICAL AND ELECTRICAL TO BE DESIGNED BY OTHERS. ALL CIRCUITING COORDINATION TO BE BY OTHERS. 22. CONTRACTOR IS TO PROVIDE DRAWINGS FOR ARCHITECT'S APPROVAL SHOWING LOCATIONS OF ALL HVAC THERMOSTATS, GRILLES AND DIFFUSERS, FIRE AND SMOKE DETECTION DEVICES INCLUDING SPRINKLERS, SMOKE DETECTORS, FIRE EXTINGUISHERS AND HOSE CABINETS. 23. ANY CHANGE IN LIGHT FIXTURE PLACEMENT DUE TO INTERFERENCE OF MECHANICAL OR STRUCTURAL COMPONENTS MUST BE APPROVED BY THE ARCHITECT. 24. ALL PERMITS INCLUDING FIRE, MECHANICAL, AND ELECTRICAL TO BE FILED SEPARATELY. 25. ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED, SPECKLED AND SANDED SMOOTH WITH NO VISIBLE JOINTS. PATCH AND REPAIR SURFACES TO MATCH ADJACENT OR ADJOINING SURFACES WHERE REQUIRED. ALL SURFACES SHALL BE ALIGNED. _ 26. MODIFY EXISTING SUBSTRATE AS REQUIRED TO RECEIVE NEW FLOORING MATERIALS, THUS PREVENTING NOTICEABLE LUMPS OR DEPRESSIONS. 27. ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE AND TRUE. 28. REFER TO MILLWORK SHOP DRAWINGS FOR SPECIFIC DETAILS OF COORDINATION BETWEEN DRYWALL /MILLWORK CONDITIONS. 29. ALL GLASS SHALL BE CLEAR TEMPERED GLASS, UNLESS OTHERWISE NOTED. GLAZING TONG MARKS SHALL NOT BE VISIBLE. CLEAN AND POLISH ALL GLASS PRIOR TO PROJECT DELIVERY. 30. BLOCKING ALL MILLWORK NOT SUPPORTED BY FLOOR OR ABOVE 4'-OO" HT. ALL CONCEALED LUMBER & BLOCKING TO BE FIRE TREATED. 31. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR: HVAC, CARPET SEAMING, LIGHTING, CASEWORK. 32. MOISTURE TEST - REQUIRED FOR ALL ON GRADE SLAB CONDITIONS DURING THE CONSTRUCTION ESTIMATING /BUDGETING PROCESS THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING FROM THE BUILDING OWNER DOCUMENTATION AS TO THE VAPOR EMISSIONS RATE (MOISTURE TEST) FOR ALL "ON GRADE SLAB CONDITIONS ". THIS INFORMATION SHOULD THEN BE IMMEDIATELY SHARED BETWEEN THE ARCHITECT, THE ARCHITECTS' SELECTED FLOORING REPRESENTATIVE(S), AND FLOORING SUB - CONTRACTOR () FOR REVIEW AND APPROVAL OF APPLICABLE MATERIALS AND ANCILLARY INSTALLATION /FINISH PRODUCTS. IF NO MOISTURE TEST CAN BE FURNISHED OR IF FINDING ARE IN QUESTION THE GENERAL CONTRACTOR SHALL PERFORM THE FOLLOWING TESTS: A. PROVIDE (3) CALCIUM CHLORIDE MOISTURE TESTS FOR THE FIRST THOUSAND SQUARE FEET AND (1) TEST FOR EVERY ONE THOUSAND SQUARE FEET THEREAFTER AT ALL () FLOORS WITHIN SCOPE OF WORK. THE CALCIUM CHLORIDE TEST SHALL BE CONDUCTED IN ACCORDANCE WITH THE LATEST EDITION OF ASTM F 1869 "STANDARD TEST METHOD" FOR MEASURING VAPOR EMISSIONS RATE OF CONCRETE SUN -FLOOR USING ANHYDROUS CALCIUM CHLORIDE. PROVIDE A WRITTEN REPORT OF FINDINGS TO THE ARCHITECT AS NOTED ABOVE. B. PROVIDE A PH PENCIL TEST AT ALL FLOORS WITHIN SCOPE OF WORK. PROVIDE A WRITTEN REPORT OF FINDINGS TO THE ARCHITECT AS NOTED ABOVE. IF REQUIRED BY THE CALCIUM CHLORIDE TEST, A WATERPROOF MEMBRANE SHALL BE APPLIED TO ALL FLOORS WITHIN THE SCOPE OF WORK. THE WATERPROOF MEMBRANE(S) SHALL BE APPROPRIATED FOR EACH FINISH FLOORING APPLICATION AS SPECIFIED BY THE SPECIFIC FLOORING MANUFACTURER VIA THE ARCHITECT. A LICENSED INSTALLER SHALL BE UTILIZED FOR INSTALLATION /APPLICATION OF EACH SPECIFIC MEMBRANE (AS APPLICABLE TO THE FINISH FLOORING PRODUCT) AND A WRITTEN WARRANTY SHALL BE PROVIDED DOCUMENTING STRICT CONFORMANCE TO THE SPECIFIED MANUFACTURES INSTALLATION REQUIREMENTS TO ENSURE AND UPHOLD ALL PERFORMANCE AND LIFE CYCLE GUARANTEES. 33. CONCRETE SLAB ON GRADE REPAIR - MINOR SCOPE (100 SQUARE FEET OR LESS) WHERE CONCRETE SLAB ON GRADE INFILL AND TRENCHING MUST OCCUR; CONDUCT THE APPROPRIATE UNDER SLAB INVESTIGATION (VIA SONO -GRAPH AND /OR X -RAY) TO LOCATE EXISTING UTILITIES OR OTHER OBSTRUCTIONS THAT SHOULD NOT BE DAMAGED. SAW CUT SLAB AT SUBJECT AREA(S) AND PULL BACK THE EXISTING VAPOR BARRIER (IF PRESENT) AND PROTECT FOR FUTURE RE- INSTALLATION. EXECUTE THE NECESSARY UNDER SLAB WORK (INCLUDING EXCAVATION), BACKFILL AND RE- COMPACT THE SUBJECT AREA WITH THE PREVIOUSLY HELD MATERIALS (IF THE EXCAVATED MATERIALS ARE NOT SUITABLE FOR RE- INSTALLATION, DISCARD AND PROVIDE NEW FREE DRAINING GRANULAR MATERIAL). RE- COMPACT FILL SOIL TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY (MDD) OBTAINED IN GENERAL ACCORDANCE WITH THE SEAMS D 1557 TEST PROCEDURE. RE- INSTALL THE EXISTING VAPOR BARRIER AND BIND SEAMS WITH MINIMUM 3" WIDE PRESSURE SENSITIVE TAPE TO ENSURE AN AIR /MOISTURE RESISTANT BOND. ATTACH NEW INFILL TO EXISTING CONCRETE SLAB WITH 18 INCH LONG #4 REBAR AT 24 INCHES ON CENTER EMBEDDED 8 INCHES INTO THE EXISTING CONCRETE SLAB WITH HILTI HY -150 ADHESIVE (OR SIMPSON SET ADHESIVE). REINFORCEMENT SHALL BE INSTALLED PER ADHESIVE MANUFACTURER'S RECOMMENDATIONS. PROVIDE W2 X W2 X 6 X 6 WELDED ADJACENTVISURFACE(S) (BUT NOT BE LESS THAN FOURS INCHES ES TO MATCH H CK) ANDC #4EDOWELS COMPRESSIVENSTRENGTH OF 3000HPSII WITH AEMAXIMUMHWATER CIEMENT RATION OF 0.58 AND IS TO BE PLACED LEVEL WITH ADJACENT SURFACES. LET CURE AND PROVIDE MOISTURE TESTING AS SPECIFIED ABOVE. IF SCOPE OF WORK INCLUDES STRUCTURAL ELEVATED SLABS CONSULT A STRUCTURAL ENGINEER. REFER TO STRUCTURAL PLANS, IF APPLICABLE, FOR ADDITIONAL SPECIFICATIONS AND REQUIREMENTS. 34. CLEAN, REPAIR ANY EXISTING PERIMETER BLINDS AS REQUIRED TO BE IN A FULLY FUNCTIONING & OPERATIONAL MANNER. 35. COORDINATE WITH SUB - CONTRACTORS THE LOCATIONS OF ELECTRICAL AND VOICE /DATA OUTLETS, PLUMBING AND OTHER DEVICES WITH LAYOUT AND DESIGN OF CUSTOM CASEWORK. 36. CUSTOM CASEWORK SHALL CONFORM TO A.W.I. STANDARDS FOR CUSTOM GRADE FABRICATION. 1. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS GOVERN. ALL PARTITION LOCATIONS SHALL BE AS SHOWN ON PARTITION PLAN. IN CASE OF CONFLICT NOTIFY ARCHITECT. PARTITION PLAN BY ARCHITECT TAKES PRECEDENCE OVER ALL OTHER PLANS. 2. ALL PARTITIONS ARE DIMENSIONED F GYPSUM FROM FINISH FACE OF GYPSUM BOARD TO FINISH FACE OF GYPSUM BOARD UNLESS OTHERWISE NOTED. ALL DIMENSIONS MARKED "CLEAR" OR "CLR" SHALL BE MAINTAINED AND SHALL ALLOW FOR THICKNESSES OF ALL WALL FINISHES, U.N.O. 3. DIMENSIONS NOTED "CLEAR" OR "CLR" MUST BE ACCURATELY MAINTAINED, AND SHALL NOT VARY MORE THAN ± 1/8" WITHOUT WRITTEN INSTRUCTION FROM ARCHITECT. 4. DIMENSIONS MARKED ± MEAN A TOLERANCE NOT GREATER NOR SMALLER THAN 2 INCHES FROM INDICATED DIMENSION, U.N.O. VERIFY FIELD DIMENSIONS EXCEEDING TOLERANCE WITH THE ARCHITECT. SECURE ARCHITECT'S APPROVAL 5. NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES OR CONFLICTS IN THE LOCATION(S) OF NEW CONSTRUCTION. UPON COMPLETION OF PARTITION LAYOUT, NOTIFY ARCHITECT. VERIFICATION OF THE LAYOUT TO BE PROVIDED BY THE ARCHITECT PRIOR TO PARTITION INSTALLATION. 6. REFER TO REFLECTED CEILING PLANS FOR SOFFITS, CEILING HEIGHTS AND PLENUM BARRIER LOCATIONS. 7. DIMENSIONS LOCATING DOORS ARE TO THE INSIDE EDGE OF JAMB. U.N.O. 8. "ALIGN" MEANS TO ACCURATELY LOCATE FINISHED FACES IN THE SAME PLANE. 9. ALL DOORS SHALL HAVE 1' -6" CLR. ON STRIKE /PULL SIDE OF DOOR. VERIFY AND ADVISE ARCHITECT OF EXCEPTIONS PRIOR TO CLOSING OUT PARTITIONS. 1. ALL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 2. ALL GLAZING SHALL CONFORM TO SAFETY GLAZING REQUIREMENTS OF IBC SECTION 2406. 3. MAGNETIC HOLD OPEN DEVICES SHALL BE TIED TO BUILDING FIRE ALARM SYSTEM. 4. ALL RATED DOORS TO BE LABELED PER IBC TABLE 715.3. 5. THRESHOLDS AT DOORWAYS SHALL BE in MAXIMUM IN HEIGHT. PER ICC /ANSI A117.1 -2003 SECTION 404.2.4. 6. ICC/ANSI Al A117.1 -2003 SECTION 404.2.6. DOOR HARDWARE. HANDLES, / PULLS, LATCHES, LOCKS & OTHER OPERABLE PARTS ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT IS EACH TO GRASP WITH ONE HAND & DOES NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST TO OPERATE. OPERABLE PARTS OF SUCH HARDWARE SHALL BE 34" MIN. & 48" MAX. ABOVE THE FINISH FLOOR. WHERE SLIDING DOORS ARE IN THE FULLY OPEN POSITION. OPERATING HARDWARE SHALL BE EXPOSED & USABLE FROM BOTH SIDES. 7. IBC 404.2.8 DOOR OPENING FORCE. FIRE DOORS SHALL HAVE THE MINIMUM OPENING FORCE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY. THE MAXIMUM FORCE FOR PUSHING OPEN FOR PULLING OPEN DOORS OTHER THEN FIRE DOORS SHALL BE AS FOLLOWS: 1. INTERIOR HINGED DOOR: 5.0 POUNDS (22.2 N) 2. SLIDING OR FOLDING DOOR: 5.0 POUNDS (22.2 N). THESE FORCES DO NOT APPLY TO THE FORCE REQUIRED TO RETRACT LATCH BOLTS OR DISENGAGE OTHER DEVICES THAT HOLD THE DOOR IN A CLOSED POSITION. 8. ACTIVATION OF THE BUILDING AUTOMATIC SPRINKLER OR FIRE DETECTION SYSTEM, IF PROVIDED, SHALL AUTOMATICALLY UNLOCK ALL ELECTRONICALLY SECURED DOORS WITH IN THE EGREE PATHWAY. THE DOORS SHALL REMAIN UNLOCKED UNTIL THE FIRE ALARM HAS BEEN RESET. 9. ENTRANCE DOORS IN THE BUILDINGS WITH OCCUPANCY IN GROUP A, B, E OR M SHALL NOT BE SECURED FROM THE EGRESS SIDE DURING PERIODS THAT THE BUILDING IS OPEN TO THE GENERAL PUBLIC. ICODECOMPLANQE REVIEWEp FOR ® APPROVED MAR 2 4 2010 City V + Tula BUILDING pIV�,SI N 1. ALL AREAS 2. ALL AREAS 3. ALL WALLS 4. PREP ALL SCHEDULED. 5. PROVIDE PAINT WHICH IT IS 6. ALL EXPOSED RECEIVE NEW EW PAINT COATS 7. CHANGES IN OPENINGS CLOSED POSITION. 8. ANY DECORATIONS RETARDANT SHADES, HANGINGS, 9. ALL INTERIOR AREAS TO SPREAD RATING AND CEILING WITH CLASS 75, SMOKE 10. FLOOR COVERINGS FLOOR FINISH PER SQUARE NON- PUBLIC REQUIREMENTS; SQUARE CENTIMETER 11. CARPET INSTALLATION RUG INSTITUE- COMMERCIAL 12. PROVIDE FINISHED CREATE A CABINETS, EXPOSED REVEAL LAMINATE FINISH TO RECEIVE CARPET AND TO RECEIVE RB -1 U.N.O. & PARTITIONS TO RECEIVE EXISTING FLOOR SURFACES APPLICATION APPROPRIATE TO BE APPLIED. GYP. BD. SURFACES, BOTH PAINT FINISH. PREP ALL FINISH. PROVIDE ONE PRIME FLOOR MATERIALS THAT SHALL OCCUR AT THE CENTERLINE USED SHALL BE NON- TREATED IN AN APPROVED ETC.) PARTITIONS, CEILING FINISHES COMPLY WITH CLASS 1 MATERIAL 0 TO 25, SMOKE DEVELOPED FINISHES AND TRIM OF 2 MATERIAL CLASSIFICATION; DEVELOPED 450. OF PUBLIC AREAS REQUIREMENTS; CRITICAL CENTIMETER OR HIGHER, AREAS TO MEET CLASS CRITICAL RADIANT FLUX AND 0.44 WATTS TO MEET THE GUIDELINES "STANDARD FOR INSTALLATION CARPET ", CRI 104 - 2002 SCRIBE STRIPS AND FINISHED REVEAL CONDITION ETC. ABOUT ADJACENT PARTITION SURFACES AND EDGES AS THE CASEWORK ITEM a PM BASE P -1 TO RECEIVE TO SURFACES COAT OCCUR COMBUSTIBLE OF NON- FLAME TO MEET RADIANT FLOOR B INTERIOR BETWEEN PER EDITION. FINISHED WHERE TO THEY AS SCHEDULED U.N.O. U.N.O. NEW FINISHES AS THE SUBSTRATE TO EXISTING AND NEW, ARE TO AS REQUIRED FOR PLUS TWO FINISH AT FRAMED DOOR OF THE DOOR IN THE OR FLAME - MANNER (CURTAINS, DRAPES, AND TRIM OF PUBLIC CLASSIFICATION; FLAME 200. ALL INTERIOR WALL PUBLIC AREAS TO COMPLY SPREAD RATING 26 TO CLASS A INTERIOR FLUX OF 0.45 WATTS COVERINGS OF FLOOR FINISH 0.22 WATTS PER SQUARE CENTIMETER. OF THE CARPET AND SPECIFICATION OF MILLWORK EDGES TO MILLWORK COUNTERS, CONSTRUCTION. ALL HAVE SAME PLASTIC ABOUT. Bellevue, WA 980 tel [425] 641 -9200, fax 25] 637 -8200 MiCrOSOft Tukwila East First Floor Design Team JPc JP �� MP Date 11.25.2008 10 -0074 Approvals Revisions Demolition Notes: Electrical Notes: Reflected Ceiling Notes: 1 • OBTAIN DEMOLITION PERMITS AND INCLUDE ALL COSTS OF SAME IN CONTRACT PRICE. 2. FURNISH ALL LABOR AND MATERIALS /EQUIPMENT TO COMPLETE DEMOLITION AND REMOVAL OF ALL ITEMS AS INDICATED. 3. CONTRACTOR SHALL KEEP CONSTRUCTION AREA FREE OF DUST AND DEBRIS FOR THE DURATION OF CONSTRUCTION. 4. IF ANY QUESTIONS ARISE AS TO THE REMOVAL OF ANY MATERIAL, CLARIFY THE POINT IN QUESTION WITH THE ARCHITECT BEFORE PROCEEDING. 5. AT COMPLETION OF DEMOLITION WORK, THE CONSTRUCTION AREA(S) n " SHALL BE LEFT IN "BROOM CLEAN" CONDITION. ALL DEBRIS AND MISCELLANEOUS MATERIAL SHALL BE REMOVED. 6. AL DEBRIS REMOVAL SHALL BE PERFORMED IN ACCORDANCE WITH BUILDING MANAGEMENT REQUIREMENTS AND PROCEDURES. 7. AS DIRECTED BY BUILDING MANAGEMENT, ALL DOORS, FRAMES, HARDWARE, MECHANICAL ITEMS, PLUMBING FIXTURES, LIGHT FIXTURES (INCLUDING DOWNLIGHTS AND FLUORESCENTS), AND SPECIAL EQUIPMENT SHOWN TO BE REMOVED, SHALL BE CLEAN AND FREE OF DEFECTS, PROTECTED, SAVED AND REUSED AS DIRECTED HEREIN, OR RETURNED TO BUILDING STOCK. 8. IN PARTITIONS TO BE REMOVED, REMOVE AND CAP ALL OUTLETS, SWITCHES, WIRES, THERMOSTATS, ETC., TO THEIR SOURCE. g CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING AND /OR REPAIRING ANY DAMAGE CAUSED BY HIM OR HIS SUBCONTRACTORS TO EXISTING CONSTRUCTION IN ELEVATOR LOBBY, PUBLIC CORRIDORS, RESTROOMS OR TENANT SPACES. REFINISH TO MATCH EXISTING ADJACENT FINISH, OR AS NOTED HEREIN. 10. NO EXISTING SMOKE DETECTOR, PUBLIC ADDRESS SPEAKER, FIRE ALARM BOX OR SIMILAR DEVICE, INCLUDING THE ASSOCIATED WIRING SHALL BE DAMAGED DURING DEMOLITION AND SUBSEQUENT CONSTRUCTION. RELOCATION OF SMOKE DETECTORS, PUBLIC ADDRESS SPEAKERS AND FIRE ALARM EQUIPMENT, NECESSITATED BY NEW CONSTRUCTION, SHALL BE ACCOMPLISHED AS A FIRST PRIORITY, AND PER THE PLANS. NO ACTIVE SMOKE DETECTOR SHALL BE COVERED OR OTHERWISE REMOVED OR USED FOR OTHER THAN IT'S INTENDED PURPOSE. 11. REMOVAL OF ANY EQUIPMENT, CABLING SWITCHES, AND CONDUIT PERTAINING TO DATA /COMMUNICATIONS AND TELEPHONE SHALL BE VERIFIED WITH TELEPHONE COMPANIES AND TENANT. 12. REMOVE ALL EXISTING MATERIALS WHICH WOULD CAUSE RISES OR DEPRESSIONS IN NEW FLOORING SURFACE, SUCH AS FASTENERS, OUTLET CORES, COVER PLATES, RESILIENT FLOOR COVERINGS, CARPET, CARPET PAD, FLASH PATCH, CONCRETE FILL, PLYWOOD, ETC. 13. DEMOLITION IS NOT NECESSARILY LIMITED TO WHAT IS SHOWN ON DRAWINGS. THE INTENT IS TO INDICATE THE GENERAL SCOPE OF DEMOLITION REQUIRED TO COMPLETE THE WORK IN ACCORDANCE WITH THE CONTRACT DRAWINGS. 14. RATED WALLS SHALL NOT BE PENETRATED UNLESS THE RATING IS MAINTAINED. 1. FURNISH AND INSTALL ALL FIXTURES ASSOCIATED TRIM AND FIXTURE LAMPS AS REQUIRED. ONLY NEW OUTLETS /FIXTURES ARE SHOWN. ALL EXISTING OUTLETS UNAFFECTED BY CONSTRUCTION ARE TO REMAIN AND ARE TO BE INTEGRATED INTO THE CURRENT SCHEME WHERE POSSIBLE. 2. SURVEY FIELD CONDITIONS AND VERIFY THAT WORK IS FEASIBLE AS SHOWN. VERIFY LOCATION OF ALL OUTLETS IN RELATION TO STRUCTURAL AND OTHER ELEMENTS AS REQUIRED. NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH WORK. 3. ARCHITECTURAL DRAWINGS DETERMINE LOCATION AND TYPE (ARCHITECT ARCHITECT TO VERIFY W/ ENGINEER) OF ALL OUTLETS AND TAKE PRECEDENCE OVER ALL OTHERS, U.N.O.. ELECTRICAL ENGINEER'S POWER PLAN SHALL GOVERN THE WIRING LAYOUT AND INSTALLATION IN COMPLIANCE WITH ALL LAWS APPLICABLE AND ENFORCED BY GOVERNING AUTHORITIES. 4. OUTLETS SHOWN BACK TO BACK ON PARTITION WALLS SHALL BE OFFSET 1' -0 ", MAXIMUM, OR MOUNTED AT DIFFERENT HEIGHTS IF INDICATED. 5. FURNITURE, IF SHOWN, IS FOR REFERENCE ONLY AND IS NOT IN CONTRACT, U.N.O. 6. COORDINATE ALL WORK RELATED TO EQUIPMENT WITH MANUFACTURER'S RECOMMENDATIONS, SPECIFICATIONS AND INSTRUCTIONS. 7. ALL EXISTING AND NEW FLOOR SLAB PENETRATIONS FOR CONDUIT OR PLUMBING UN ES SHALL BE FULLY PACKED & SEALED IN ACCORDANCE WITH THE APPLICABLE BUILDING AND FIRE CODES. 8. COORDINATE NEW ELECTRICAL WITH EXISTING, WHERE OCCURS. 9. UPON COMPLETION OF OUTLET LAYOUT, NOTIFY THE ARCHITECT. ARCHITECT SHALL SITE VERIFY ALL OUTLET LOCATIONS PRIOR TO COMMENCEMENT OF CORING OR OUTLET INSTALLATION. 10. FURNISH AND INSTALL ONLY UNDERWRITERS LABORATORIES, INC. (UL) LABELLED DEVICES THROUGHOUT. 11. INSTALL WALL MOUNTED OUTLETS 18 INCHES ABOVE FINISHED FLOOR, U.N.O. HEIGHTS SHALL BE DETERMINED FROM FINISHED FLOOR TO THE CENTERLINE OF COVERPLATE, INSTALLED VERTICALLY, GROUNDING POLE AT BOTTOM, U.N.O. 12. MAINTAIN A 4 -INCH HORIZONTAL CLEARANCE IN ALL DIRECTIONS, MIN. FROM EDGE OF COVERPLATE, FOR WALL MOUNTED OUTLETS, OR FROM EDGE OF MONUMENT FOR FLOOR MOUNTED OUTLETS, WHEN ADJACENT TO A WALL, COLUMN, OR SIMILAR ELEMENTS, U.N.O. 13. INDICATED DIMENSIONS ARE TO THE CENTER OF THE COVERPLATE OR MONUMENT; CLUSTERS OF OUTLETS ARE DIMENSIONED TO THE CENTER OF THE CLUSTER, U.N.O.; GANG COVERPLATES SHALL BE ONE -PIECE TYPE, U.N.O. 14. ELECTRICAL SWITCH AND OUTLET COVER PLATES, SURFACE HARDWARE, ETC. SHALL BE INSTALLED AFTER PAINTING AND /OR APPLICATION OF WALLCOVERINGS & CARPET SPECIFIED. 15. POWER /DATA/TELEPHONE REQUIREMENTS FOR OPEN OFFICE WORKSTATIONS TO BE PROVIDED WITH FURNITURE INSTALLATION DRAWINGS -BY OTHERS. 16. THE FURNITURE ELECTRICAL IS AN 8 -WIRE SYSTEM. ALL ELECTRICAL FEEDS TO ANY OF THE PRODUCT MUST BE IN AN 8 -WIRE CONFIGURATION. 17. "H" INDICATES THAT AN OUTLET SHALL BE MOUNTED HORIZONTALLY. 18. VERIFY NEW FLUSH FLOOR OUTLET LOCATIONS WITH FURNITURE LAYOUT PRIOR TO INSTALLATION. 19. ALL SWITCHES AND DIMMERS SHALL BE LOCATED 46" ABOVE FINISHED FLOOR TO CENTER OF SWITCH U.O.N.. MULTIPLE SWITCHES AT ONE LOCATION SHALL BE GANGED TOGETHER AND FINISHED WITH ONE COVER PLATE U.N.O. 1. COORDINATE THE WORK OF ALL TRADES INVOLVED IN THE CEILING WORK TO ENSURE CLEARANCES FOR FIXTURES, DUCTS, PIPING, CEILING SUSPENSION SYSTEM, ETC., NECESSARY TO MAINTAIN THE FINISHED CEILING HEIGHTS INDICATED ON ARCHITECT'S DRAWINGS. 2. PERIMETER CEILING ANGLE, WHERE OCCURS, SHALL BE INSTALLED TIGHT TO VERTICAL SURFACES, FREE FROM CURVES, BREAKS OR OTHER IRREGULARITIES AND PAINTED TO MATCH CEILING FINISH. 3. FURNISH AND INSTALL ALL ASSOCIATED TRIM AND SEISMIC BRACING AS REQUIRED. 4. LIGHT FIXTURES, NEW SPRINKLERS AND OTHER CEILING ELEMENTS SHALL BE CENTERED IN THE 2'X2' SECTION OF INDIVIDUAL CEILING TILES U.N.O. (EXIST. SPRINKLERS TO REMAIN UNLESS CONFLICT WITH NEW ELEMENTS). 5. PROVIDE CEILING ACCESS AS REQUIRED FOR EQUIPMENT AND SYSTEM MAINTENANCE, AND MATCH ADJACENT CEILING FINISH U.N.O. 6. ALL SOFFITS AND CEILING HEIGHTS ARE DIMENSIONED FROM TOP OF FINISHED FLOOR TO BOTTOM OF FINISHED GYPSUM BOARD OR CEILING TILE AND SHALL ALLOW FOR THICKNESS OF ALL FLOOR FINISHES. 7. THE REFLECTED CEILING PLAN INDICATES THE LOCATION OF CEILING HEIGHTS, LIGHT TYPES, LIGHT FIXTURES, AND ASSOCIATED ITEMS. 8. ALL SPECIFIC INFORMATION CONCERNING INSTALLATION FOR VARIOUS ABOVE- CEILING ELEMENTS ARE TO BE DESIGN BUILD, DOCUMENTATION BY OTHERS - PERMITTED SEPARATELY. 9. NOTIFY ARCHITECT OF ANY CONFLICTS OF LIGHT FIXTURE LOCATIONS WITH MAIN RUNNERS, DUCTS, STRUCTURES, HVAC, AND /OR (E)CONDUIT, PRIOR TO FRAMING FOR LIGHTS. ANY DISCREPANCIES BETWEEN ARCHITECT'S CEILING GRID LOCATION & ACTUAL FIELD CONDITIONS ARE TO BE CLARIFIED WITH THE ARCHITECT PRIOR TO FRAMING. 10. SUBMIT GRILLE, THERMOSTAT, AND OTHER FIXTURE AND ELEMENT LAYOUTS TO THE ARCHITECT FOR REVIEW AT LEAST 2 WEEKS PRIOR TO INSTALLATION. 11. VERIFY FIELD CONDITIONS AND LOCATIONS OF ALL PLUMBING, MECHANICAL DUCTS, STRUCTURAL ELEMENTS AND ALL OTHER RELATED ITEMS. INSTALL NEW PLUMBING, MECHANICAL, FANS, DUCTS, CONDUITS, AND OTHER RELATED ITEMS SO AS TO NOT CONFLICT WITH ANY ALL ANY/ ALL CONDITIONS INCLUDING LUMINAIRES. 12. INSTALL NEW LIGHT FIXTURES WITH PROTECTIVE FILM OR SIMILAR COVER DAMAGE. E. FIXTURES LENS, SHALL BE, ETC. IN AVOID FIXTURE SOILING OR DAMAGE. FIXTURES SHALL BE MAINTAINED CLEAN AND AS NEW. ALL LAMPS SHALL BE NEW AT PROJECT COMPLETION - RELAMP EXISTING FIXTURES. 13. CONTRACTOR TO VERIFY CODE COMPLIANCE OF EXISTING ACOUSTICAL CEILING GRID SYSTEMS AND ASSOCIATED SEISMIC BRACING RESTRAINTS. SYSTEMS FOUND NOT IN COMPLIANCE SHALL BE MODIFIED AND /OR NEW PROVIDED AS REQUIRED BY CURRENT BUILDING CODES (INCLUDING, BUT NOT LIMITED TO; CURRENT IBC WALL MOLDING (2 ANGLE) AND SEISMIC (2" SEPARATION JOINTS). 14. CONTRACTOR TO VERIFY CODE COMPLIANCE OF ALL EXISTING LIGHTING FIXTURES AND ASSOCIATED SEISMIC BRACING RESTRAINTS. FIXTURES FOUND NOT IN COMPLIANCE SHALL BE MODIFIED AND /OR NEW PROVIDED AS REQUIRED BY CURRENT BUILDING AND /OR ENERGY COMPLIANCE CODES. 15. ALL EXITING LIGHTS AND EGRESS LIGHTING LOCATIONS SHALL BE DETERMINED BY BUILDING AND FIRE INSPECTOR'S FIELD PLACEMENT DETERMINATION. 16. ALL SMOKE DAMPERS SHALL BE INSTALLED IN ACCORDANCE WITH OR SUPERCEDING CODE. ALL FIRE DAMPERS A INS LLED INACCORDANCE WITH IMC /IBC OR SUPERCEDING CODE. No. Date Description 03.05.10 PERMIT ISSUE Registration 89 REG ERED ARC. ECT A. P RS► E OF WA GT ► , ,. Keyplan o MAR 01 2011 O1.i.P ` ' REFLuED CITY O KVIALA 'MAR 12010 0 PERMIT CENTER - -- -- _ ����� ,: ` p;g • lui� * �..1 I 1 ' * 11 iII • • �i��,r��uuu .I�_i4 lir � S , ra 1 . , ", • �� �� � I, I • ;� • !tI 1 I i Sheet Title General Notes & Symbols Sheet No. A-A-O.2 © 2010, JPC Architects, PUG Symbol Legend: 2306 ROOM NUMBER REFERENCE O DETAIL REFERENCE BUBBLE 1 -10.3 DOOR NUMBER REFERENCE. REVISION REFERENCE P` JOB NORTH 6 REFERENCE KEY O 1 -10.3 INTERIOR ELEVATION SYMBOL (REFER TO SHEET /KEY NOTES) Author: JEREMY PUTMAN Pen Table: MS— STD.CTB Date/Time: 3/8/2010 11:55 AM OFFICE 174 LOUNGE 176 171 BREAK ROOM 175 LNBBY/ AITING SUPPLIES 173 z JANITOR ra 178 C ❑NF RM 1 180 C ❑NF RM 3 187 SECURITY ROOM 184 186 COPY ROOM 182 190 TEL/ DATA 185 OFFICE 167 OFFICE 168 ❑PS SUPPORT 181 OFFICE 169 OFFICE 170 OFFICE 171 EC 165 EC 164 0 OPS /CUSTOMER WORK AREA 155 CRCR EC 154 EC 153 —SFr! wry HEAD END 212 SQ. OCC: 1/300 151 I/ A.1 x x CO-LO 6 166 1 1 MJ I 11 11 H 1 1 l 11 3 1 I I 1)1. 11 11 11 11 11 1 1 11 1 1 t !11111 1 TELCO C 156 11 11 11 11 11 11 Floor Plan Scale: 1 /4 " =1' -0" x A1.1 A19 A1,18 CO-LO 5 152 x x A11911 I 1! 11 DATA 158 11 11 11 1 1132811 11 11 1 160 u 172 163A x- x x x x x x x x X x x x PUMP ROOM 163B PUMP ROOM 163C Legend: "COMMON PATH OF EGRESS TRAVEL" IS LESS THAN 100' -0" (75' -0" FOR NO QUICK RESPONSE OR NON SPRINKLERED) AS ALLOWED FOR SPRINKLERED BUILDINGS WITH QUICK RESPONSE HEADS, PER 2006 IBC 1014.3, EXCEPTION #1. 4-- "TOTAL EXIT ACCESS TRAVEL DISTANCE" IS LESS THAN 300' -0" (200' -0" FOR NO QUICK RESPONSE OR NON SPRINKLERED)AS ALLOWED FOR SPRINKLERED BUILDINGS WITH QUICK RESPONSE HEADS. DENOTES NUMBER OF OCCUPANTS REVIEWED FOR CODECOMPLIANCE APPROVED MAR 2 4 2010 City of Tukwila BUILDING DIVISION MAR 01 2011 cmroRIE&A MAR 102010 PERMIT CENTER JPC R H I T E.CTS 601108th Ave N - Suite 2250 Bellevue, WA 980 tel [425] 641 -9200, fax 25] 637 -8200 Microsoft® Tukwila East First Floor Design Team Design JPC Drawn JP Checked MP Date 11.25.2008 JPC Project No. 10 -0074 Approvals Revisions No. Date Description 03.05.10 PERMIT ISSUE Registration Keyplan Sheet Title Code Summary Sheet No. A-A-O.3 © 2010, JPC Architects, PLLC U Z 1 o o pj i m CC 0 a Csl 3 Pen Table: MS— STD.CTB 3/8/2010 11:54 AM EXTERIOR AREA Site Plan OS LA6 _4 Scale: 1"=30'-0" Site Plan Key Notes: 0 NO WORK IN THIS ARE U.N.O. O NEW SECURITY BOLLARD SEE DETAIL 7/A— B -0.1. CONTRACTOR TO MODIFY IRRIGATION AND LANDSCAPE AS NECESSARY. PROVIDE UNDERGROUND UTILITY LOCATE PRIOR TO DIGGING. O NEW BOLLARD AT CORNER OF BUILDING FOR PROTECTION OF NEW CAMERA. PROVIDE UNDERGROUND UTILITY LOCATE PRIOR TO DIGGING. ® CONTRACTOR TO COORDINATE WITH COCHRAN SECURITY REGARDING LOCATION AND MOUNTING METHOD FOR INSTALLATION OF NEW KNOX BOX (KNOX BOX SUPPLIED BY COCHRAN). REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 4 2010 City of Tukwila BUILDING DIVISION 11 1 2' -0" ..1 i i 4' -0" `t• 4' -0" f. 4' —O" 4' —O" I.2' —O" Typical Bollard Layout Scale: 1/4"=r-0" 0 rr a • Typical Bollard 6" DIA STEEL PIPE FILLED WITH CONCRETE PAINT TO MATCH BUILDING COLOR FINISHED GRADE CONCRETE FOOTING Scale: 1"=1'-0" MAR 01 2011 RECEIVED A cmro MAR 10 2010 PERNIITCERliER JPC ' R HITECTS 601108th Ave N - Suite 2250 Bellevue, WA 980 tel [425] 641 -9200, fax ; 25] 637 -8200 Microsoft® Tukwila East First Floor Design Team Design JPC Drawn JP Checked MP Date 11.25.2008 JPC Project No. 10 -0074 Approvals Revisions No. Date Description 03.05.10 PERMIT ISSUE Registration Keyplan Sheet Title Site Plan Sheet No. A-B-O. 1 © 2010, JPC Architects, PLLC U Z 1 Author: JEREMY PUTMAN Pen Table: MS— STD.CTB 3/8/2010 11:52 AM E Z z _ _ I-•I- • • • • OFFICE C❑RRID ❑R LOUNGE BREAK ROOM LOBBY/ WAITING SUPPLIES JANITOR WOMEN 179 C ❑NF RM 1 C ❑NF RM 3 OFFICE COPY R❑❑vl TEL/ DATA 182 OFFICE OFFICE ❑PS SUPPORT OFFICE OFFICE OFFICE SECURITY HEAD END SPRINK TELCO C II It 1fC1311 IT zI Yt 1 II IL II it J f A1.9 A118 Floor Plan „c?9, i i „ N „ „if,4 „,115„ A19 A27 PUMP ROOM Scale: 1/4"=V-0" PUMP ROOM PUMP ROOM • Key Notes: ( REMOVE EXISTING DOOR AND ASSOCIATED CARD READER REMOVE PORTION OF WALL 11AR 01 2011 Symbols Legend: FIRE EXTINGUISHER PROXIMITY CARD READER NO DESIGNATION = EXISTING N = NEW R = RELOCATED (COORDINATE RELOCATED ITEMS W /ARCHITECT) D = REMOVE AND RETAIN FOR REUSE Partition Legend: EXISTING SHELL & CORE WALLS (N.I.C.) EXISTING CONSTRUCTION TO BE REMOVED HITECTS 601108th Ave N - Suite 2250 Bellevue, WA 980x: tel [425] 641 -9200, fax ; 25] 637 -8200 Tukwila East First Floor Design Team 11.25.2008 JPC Protect No. 10 -0074 Approvals Revisions No. Date Description 03.05.10 PERMIT ISSUE Registration Keyplan IIII 1 in ii" � _ _ - - Kr rx xx r z • > • ; Au I ,ICE fi krJCfe .ICY S a__ 1111 FlEi4;;t: Sheet Title Demolition Plan RECEIVED cilro TUKWILA MAR -10 2010 PERMITCENTER Sheet No. A-C-1 .0 © 2010, JPC Architects, PLLC Author. JEREMY PUTMAN Pen Table: MS— STD.CTB 3/8/2010 11:51 AM E C❑RRID ❑R 0 149 • • OPS/ CUSTOMER___ WORK AREA 138 OPS/ CUSTOMER WORK AREA CAGE XBOX PASSPORT TELCO B MDF l x x 11 x x -x x TELCO A CO -LO 2 139 1 A LIV EET CO -LO 3 143 i i SUBSCRIPTI ❑N 111 11 1111 11 Ali Il 1 II tI GE CO -LO 4 C PLANT ST ❑R, PASSPORT 2 ST❑R. • • • WIW Z Z .3 1: 1 E. #.......: �... ir.) Floor Plan Scale: Scale: 1/4"=1'-0" C❑RRID ❑R 140 144 W W V—•H • J k • • • • f t • • • • Z•Z _ gl§ Key Notes: O 0 0 0 REMOVE EXISTING DOOR AND ASSOCIATED CARD READER REMOVE PORTION OF WALL REVIEWED FOR CODE COMPLIANCE APPROVED MAR 24 2010 � kw City of Tukwila BUILDING DIVISION MAR O 1 2011 Symbols Legend: Y 9 FIRE EXTINGUISHER PROXIMITY CARD READER NO DESIGNATION = EXISTING N = NEW R = RELOCATED (COORDINATE RELOCATED ITEMS W /ARCHITECT) D = REMOVE AND RETAIN FOR REUSE Partition Legend: EXISTING SHELL & CORE WALLS (N.I.C.) EXISTING CONSTRUCTION TO BE REMOVED JPC R HITECTS 601 108th Ave NE1- Suite 2250 Bellevue, WA 980 tel [4251 641 -9200, fax 25] 637 -8200 Microsoft® Tukwila East First Floor Design Team Design Drawn JPC JP Checked MP Date 11.25.2008 JPC Project No. 10 -0074 Approvals Revisions No. Date Description 03.05.10 PERMIT ISSUE Registration Keyplan Sheet Title Demolition Plan cmoREANu► MAR '102010 PERMIT CENTER Sheet No. A-C-1 .1 © 2010, JPC Architects, PLLC U Z 1 RECEIVING Key Notes: O1 REMOVE EXISTING DOOR AND ASSOCIATED CARD READER REMOVE PORTION OF WALL K HITECTS 601 108th Ave NE. - Suite 2250 Bellevue, WA 980 tel [425] 641 -9200, fax 25] 637 -8200 Tukwila East First Floor RPU ENCLOSURE EC & TEL /DATA 11 Design Team -=1 MAINTENANC STORAGE REVIEWED FOR CODE COMPLIANCE ap °onVED 1.4r.■ 9 4 2010 11.25.2008 J PC Project No. 10 -0074 v TERRA SERVER Approvals U/G EL TANKS MAINTENANCE SHOP Revisions 03.05.10 PERMIT ISSUE EQUIPMENT YARD OFFICE ENCLOSURE 101 FACILIT CONTR❑ CORRID ❑R CORRIDOR ELECTRICAL ROOM M3 CRITICAL EQUIPMENT LIPS TECH WORK AREA Keyplan MV SWGR ELECTRICAL ROOM M2 ELEC BY -PASS Sheet Title ELECTRICAL ROOM M1 3 0' 0 3 N U Q W X a 0 J Symbols Legend: ELEC EMERG Demolition Plan FIRE EXTINGUISHER PROXIMITY CARD READER Pen Table: MS— STD.CTB ELECTRICAL ROOM MO Author: JEREMY PUTMAN Date/Time: 3/8/2010 11:50 AM Floor Plan Scale: 1/4 " =1' -0" NO DESIGNATION = EXISTING N = NEW R = RELOCATED (COORDINATE RELOCATED ITEMS W /ARCHITECT) D = REMOVE AND RETAIN FOR REUSE Partition Legend: C17YOF1UKIMUI 'MAR 10 2010 PERMIT CENTER Sheet No. EXISTING SHELL & CORE WALLS (N.I.C.) EXISTING CONSTRUCTION TO BE REMOVED © 2010, JPC Architects, PLLC 1- W 0 5 Pen Table: MS— STD.CTB Date/Time: 3/8/2010 11:50 AM W W = z' V •II-- §•§ OFFICE 174 150 171 176 175 ; SUPPLIES 173 EC 165 EC 164 LOBBY/ WAITING 183 ....... JANITOR 178 O OPS /CUSTOMER WORK AREA 155 SECURITY HEAD END 1155A1 154 EC 153 151 I 1 I 1 1 x C ❑NF RM 1 180 187 SECURITY ROOM 184 OFFICE 186 CO —LO 6 166 COPY R❑❑'I 182 190 TEL/ DATA 185 OFFICE 167 OFFICE 168 x x x x x x x x 11flL\i 11 11 ti tl tt 11n191 11 1 11 tl rt li i1 11A1,17( x A1.1 x — 0 TELCO C 156 Floor Plan Scale: 1/4 " =l' -0" A1.9 CO —LO 5 152 x IIATA 158 11 it it IC l I t 1 tDP711 ) LDP l l 11 11 11 x_ x ❑PS SUPPORT 181 OFFICE 169 OFFICE 170 OFFICE 171 172 160 163A A19 A27 A28 A34 A35 x x x x x x x x x x x 163B PUMP ROOM 163C Key Notes: 1 @ REMOVE EXTERIOR DOOR HARDWARE (HANDLE AND KEYWAY) FROM ALL EXTERIOR DOORS DESIGNATED AS EMERGENCY EXIT ONLY DOORS. O COAT ALL FIRST FLOOR GLASS WINDOWS WITH ANTI — SHATTER FILM (ARMOR COAT — OR APPROVED EQUAL). SUPPLY MANUFACTURERS CUT SHEET ON PROPOSED FILM THAT MEETS OR EXCEEDS CIPSB ESTABLISHED STANDARDS (7 MIL. MIN.). O REMOVE EXISTING DOOR HARDWARE INSTALL BUILDING STANDARD HARDWARE WITH ELECTRIC STRIKE (FAIL — SAFE). COORDINATE WITH TENANT'S SECURITY VENDOR AS NECESSARY TO PROVIDE A FULL FUNCTIONAL AND OPERATING SYSTEM. REVIEWED FOR CODE COMPLIANCE APPROVED MAR 24 2010 City of Tuft BUILDING DIVISION MAR 01 201i b Oby Symbols Legend: cTa FIRE EXTINGUISHER PROXIMITY CARD READER NO DESIGNATION = EXISTING N = NEW R = RELOCATED (COORDINATE RELOCATED ITEMS W /ARCHITECT) D = REMOVE AND RETAIN FOR REUSE Partition Legend: EXISTING SHELL & CORE WALLS (N.I.C.) ® FULL HEIGHT PARTITION. REFER TO DETAIL i 1 3 /A —M -0.2 JPC R HITECTS 601 108th Ave NE - Suite 2250 Bellevue, WA 980 tel [425] 641 -9200, fax 25] 637 -8200 Microsoft Tukwila East First Floor Design Team Design JPC Drawn JP Checked MP. Date 11.25.2008 JPC Project No. 10 -0074 Approvals Revisions No. Date Description 03.05.10 PERMIT ISSUE Registration Keyplan Sheet Title First Floor Plan crtvFAEK,Im)u► MAR 102010 PERMITCEIdTER Sheet No. A-D-1 .0 © 2010, JPC Architects, PLLC Author. JEREMY PUTMAN 3/8/2010 11:49 AM W W 1 C❑RRID ❑R O 149 OPS/ CUSTOMER WORK AREA PASSPORT ■ -x x x x x x TELCD A T A x SAGE XB ❑X LIV EET OPS/ CUSTOMER WORK AREA 148 x E0 TELCO B MDF x 11 1 II 11 x DC PLANT 135B CO -LO 2 139 CO -LO 3 143 1 SUBSCRIPTION 6E0 0 CO -LO 4 144 PASSPORT 2 • • r W z ..... F.J. ask: - .t ,> .xrse::v Floor Plan 1.Pr Scale: 1/4 " =1' -0" C❑RRID ❑R 140 Key Notes: 0 REMOVE EXTERIOR DOOR HARDWARE (HANDLE AND KEYWAY) FROM ALL EXTERIOR DOORS DESIGNATED AS EMERGENCY EXIT ONLY DOORS. O COAT ALL FIRST FLOOR GLASS WINDOWS WITH ANTI — SHATTER FILM (ARMOR COAT — OR APPROVED EQUAL). SUPPLY MANUFACTURERS CUT SHEET ON PROPOSED FILM THAT MEETS OR EXCEEDS CIPSB ESTABLISHED STANDARDS (7 MIL. MIN.). O REMOVE EXISTING DOOR HARDWARE INSTALL BUILDING STANDARD HARDWARE WITH ELECTRIC STRIKE (FAIL — SAFE). COORDINATE WITH TENANT'S SECURITY VENDOR AS NECESSARY TO PROVIDE A FULL FUNCTIONAL AND OPERATING SYSTEM. ® TENANT REQUESTED EYE WASH STATION ENHANCEMENT. INSTALL ZEE PROTECTOR I OR APPROVED EQUAL REVIEWED FpR CODE COMPLIANCE APPROVED MAR 2 4 2010 Ci tYofTukwila BUILDING DIVISION MAR 01 2011 boo? Symbols Legend: FIRE EXTINGUISHER PROXIMITY CARD READER WALL TAG NO DESIGNATION = EXISTING N = NEW R = RELOCATED (COORDINATE RELOCATED ITEMS W /ARCHITECT) D = REMOVE AND RETAIN FOR REUSE Partition Legend: 1 EXISTING SHELL & CORE WALLS (N. LC.) FULL HEIGHT PARTITION. REFER TO DETAIL 3 /A —M -0.2 JPC HITECTS 601 108th Ave NEB- Suite 2250 Bellevue, WA 98004 tel [425] 641 -9200, fax 425] 637 -8200 Microsoft® Tukwila East First Floor Design Team Design Drawn Checked Date JPC Project No. JPC JP MP 11.25.2008 10 -0074 Approvals Revisions No. Date Description 03.05.10 PERMIT ISSUE Registration Keyplan Sheet Title First Floor Plan cmoii�cuw° u► MAR 10 2010 PERMIT CENTER Sheet No. A-D-1 .1 © 2010, JPC Architects, PLLC Author. JEREMY PUTMAN Pen Table: MS— STD.CTB 03 0 0 m E 0 RECEIVING 112 ®I 1111 111 1 VEST 113 I y) Q Asset Manage? t 114 0 0 •— ■r CO—LO 1 134 Z z 1 119212151.11151111911121 11.61411MIIIMMISMil ■r" D5 111 • • • I I , /,,-- -_,\\71 RPU ENCLOSURE • • • • EC & TEL /DATA 11 MAINTENANC STORAGE TERRA SERVER U/G EL T`NKS MAINTENANCE SHOP • • • • • • • x - EQUIPMENT YARD OFFICE IT PACK FACILIT C❑NTR❑ CORRIDOR C❑RRID ❑R 0 ELECTRICAL ROOM M3 CRITICAL EQUIPMENT OPS TECH WORK AREA 0 • 0 MV SWGR ELECTRICAL ROOM M2 ELEC BY —PASS • • ELEC EMERG • • W Key Notes: O. REMOVE EXTERIOR DOOR HARDWARE (HANDLE AND KEYWAY) FROM ALL EXTERIOR DOORS DESIGNATED AS EMERGENCY EXIT ONLY DOORS. O COAT ALL FIRST FLOOR GLASS WINDOWS WITH ANTI — SHATTER FILM (ARMOR COAT — OR APPROVED EQUAL). SUPPLY MANUFACTURERS CUT SHEET ON PROPOSED FILM THAT MEETS OR EXCEEDS CIPSB ESTABLISHED STANDARDS (7 MIL. MIN.). O REMOVE EXISTING DOOR HARDWARE INSTALL BUILDING STANDARD HARDWARE WITH ELECTRIC STRIKE (FAIL— SAFE). COORDINATE WITH TENANT'S SECURITY VENDOR AS NECESSARY TO PROVIDE A FULL FUNCTIONAL AND OPERATING SYSTEM. ® TENANT REQUESTED EYE WASH STATION ENHANCEMENT. INSTALL ZEE PROTECTOR I OR APPROVED EQUAL CORDS REVIEWED FOR APPROVED COVED MAR 24 2010 City of Tukwila BUILDING DIVISION MAR 01 2011 b1OO �9 Symbols Legend: c .a. FIRE EXTINGUISHER PROXIMITY CARD READER WALL TAG NO DESIGNATION = EXISTING N = NEW R = RELOCATED (COORDINATE RELOCATED ITEMS W /ARCHITECT) D = REMOVE AND RETAIN FOR REUSE Partition Legend: EXISTING SHELL & CORE WALLS (N.I.C.) FULL HEIGHT PARTITION. REFER TO DETAIL VA— M -0.2 JPC R HITECTS 601 108th Ave NE- Suite 2250 Bellevue, WA 980 tel [425] 641 -9200, fax 25] 637 -8200 Microsoft Tukwila East First Floor Design Team Design Drawn JPC JP Checked MP Date 11.25.2008 JPC Project No. 10 -0074 Approvals Revisions No. Date Description 03.05.10 PERMIT ISSUE Registration Keyplan Sheet Title First Floor Plan crtvN °�cLu+ MAR 102010 PERMIT CENTER Sheet No. A-D-1 .2 © 2010. JPC Architects, PLLC Author. JEREMY PUTMAN Pen Table: MS— STD.CTB 3/8/2010 11:47 AM 0 �E. a EC 164 HE-VIEWED FOR CODECOMPLIANCE APPROVED MAR 2 4 2010 CityofTukw►ila UILDING DIVISION OPS CUSTOMER WORK AREA 1 155 TYP. SECURITY HEAD END 155A R V / / /A:. EC 154 Reflected Ceiling Plan Scale: 1/4"=1'-0" Key Notes: O1 NO WORK THIS AREA, UNLESS OTHERWISE INDICATED. REFER TO FLOOR AND FINISH PLAN FOR ADDITIONAL INFORMATION. O EXISTING BUILDING STANDARD HEAVY DUTY SUSPENDED CEILING GRID AND ACOUSTICAL TILE SYSTEM. REPLACE ALL BENT /SCRATCH OR OTHERWISE DAMAGED CEILING GRID AND DAMAGED AND /OR STAINED TILE WITHIN SCOPE OF NEW WORK. ASSUME 35% NEW CEILING TILE OVER SCOPE OF WORK, NOT INCLUDING LIGHT REMOVAL /RELOCATION. REFER TO GENERAL NOTES FOR ADDITIONAL INFORMATION. O CONTRACTOR TO VERIFY CODE COMPLIANCE OF ALL EXISTING ACOUSTICAL CEILING GRID SYSTEMS AND. ASSOCIATED SEISMIC BRACING RESTRAINTS. SYSTEMS FOUND NOT IN COMPLIANCE SHALL BE MODIFIED AND /OR NEW PROVIDED AS REQUIRED BY CURRENT BUILDING CODES. ® CONTRACTOR TO VERIFY CODE COMPLIANCE OF ALL EXISTING LIGHTING FIXTURES AND ASSOCIATED SEISMIC BRACING RESTRAINTS. FIXTURES FOUND NOT IN COMPLIANCE SHALL BE MODIFIED AND /OR NEW PROVIDED AS REQUIRED BY CURRENT BUILDING AND /OR ENERGY COMPLIANCE CODES. O CONTRACTOR TO COORDINATE INCREASED HVAC REQUIREMENT W/ MECHANICAL DESIGN —BUILD MAR Q 1 2011 btOOb? Symbols Legend TYPE SYMBOL MFG. DESCRIPTION SWITCH BLDG STD EXIT LIGHT EXTG BLDG STD 2x4 SUSP. CEILING GRID & TILE NEW BLDG STD 2x4 CEILING TILE AND GRID F -1 BLDG STD 2x4 FLU. LIGHT FIXTURE, 2 —T8 WW LAMPS NO DESIGNATION = EXISTING N = NEW R = RELOCATED (COORDINATE RELOCATED ITEMS W /ARCHITECT) D = REMOVE AND RETAIN FOR REUSE Lighting Power Budget ALLOWABLE WATTAGE PER SF SQ. FT. WATTS PER SF TOTAL ALLOWED WATTS 219 1.0 219 TYPE WATTS/ FIXTURE QTY. TOTAL WATTS F -1 64 3 192 192 JPC R HITECTS 601108th Ave NEB- Suite 2250 Bellevue, WA 980 tel [425] 641 -9200, fax 25] 637 -8200 Microsoft® Tukwila East First Floor Design Team Design JPC Drawn JP Checked MP Date 11.25.2008 JPC Project No. 10 -0074 Approvals Revisions No. Date Description 03.05.10 PERMIT ISSUE Keyplan Sheet Title Reflected Ceiling Plan cmo�Fi�u�Rnta MAR 10 2010 PERMIT CENTER Sheet No. A-E-1 .1 © 2010, JPC Architects, PLLC Author. JEREMY PUTMAN Tz. Pen Table: MS— STD.CTB 3/9/2010 2:06 PM E J ASSET MANAGER OFFICE 114 Asset Manager Office 114 Scale: 1 /4 " =1 ' -0" EC 164 5' -0" �z OPS /CUSTOMER WORK AREA 155 x x- M co EC 154 Security Head End 155A SECURITY HEAD END 155A —II II— II Scale: 1/4"=V-0" ' -0" Key Notes: O1 NO WORK IN THIS AREA U.N.O. O PATCH AND REPAIR WALL FLUSH WITH ADJACENT FINISH PAINT TO MATCH EXISTING O3 PROVIDE AND INSTALL CARD READER SYSTEM (FAIL — SAFE). COORDINATE WITH TENANT'S SECURITY VENDOR AS NECESSARY TO PROVIDE A FULLY FUNCTIONAL AND OPERATING SYSTEM. ® ALL ELECTRICAL CIRCUITS SHALL BE UPS AND GENERATOR BACKED TO MAINTAIN SECURITY AND SAFETY OPERATIONS AND RESPONSIBILITIES. POWER OUTLETS AND DATA CONNECTIONS SHOULD BE COORDINATED FOR LOCATION AND QUANTITIES, AS POWER USAGE WILL BE HIGHER THAN TYPICAL. DUAL POWER TO EACH RACK FROM TWO UPS BACK —UPS. O CONTRACTOR TO COORDINATE INCREASED HVAC REQUIREMENT W/ MECHANICAL DESIGN —BUILD © REMOVE EXTERIOR DOOR HARDWARE (HANDLE AND KEYWAY) FROM EXTERIOR DOORS DESIGNATED AS EMERGENCY EXIT ONLY DOORS. REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 4 2010 City of Tukwila BUILDING DIVISION Exam! MAR 0'1 2011 Symbols Legend: FIRE EXTINGUISHER PROXIMITY CARD READER ®-- WALL TAG NO DESIGNATION = EXISTING N = NEW R = RELOCATED (COORDINATE RELOCATED ITEMS W /ARCHITECT) D = REMOVE AND RETAIN FOR REUSE Partition Legend: r t EXISTING SHELL & CORE WALLS (N.I.C.) ® FULL HEIGHT PARTITION. REFER TO DETAIL 1 i 3 /A —M -0.2 JPC R HITECTS 601108th Ave N - Suite 2250 Bellevue, WA 980 tel [425] 641 -9200, fax ; 25] 637 -8200 Microsoft® Tukwila East First Floor Design Team Design Drawn Checked JPC JP MP Date 11.25.2008 JPC Project No. 10 -0074 Approvals Revisions No. Date Description 03.05.10 PERMIT ISSUE Keyplan Sheet Title Enlarged Floor Plan crASSEA MeR 102010 PERMIT CENTER Sheet No. A-G-1 .0 © 2010, JPC Architects, PLLC 3 0 0 7 a cn Q a 0 0 0 0 0 N 1- = Author. JEREMY Pen Table: MS— STD.CTB Date/Time: 3/8/2010 BLDG. STD. 3' -0" X 9' -0 "X 1 -3/4" HOLLOW METAL DOOR PAINT TO MATCH BLDG STD. NOTE: CONTRACTOR TO VERIFY BLDG STD -M -O. BASE, AS SPECIFIED Door Type A Scale: 3/8 " =1' -0" 1 /2" 1/2" PARTITION AS SPECIFIED DOUBLE STUDS EACH SIDE AT JAMBS BUILDING STANDARD FRAME. ANCHOR TO STUD AT MIN. (3) LOCATIONS PER JAMB ;I (CONCEAL FASTENERS) PAINT TO MATCH BLDG STD Door Jamb (Head Sim.) 1 3/4" S.C. WOOD DOOR Scale: 6 " =1' -0" Hardware Sets: HS -1 SINGLE RATED DOOR WITH CARD READER QTY 2 PAIR - BUTT HINGES QTY 1 - LEVER LOCKSET QTY 1 - ELECTRIC STRIKE QTY 1 - SURFACE MTD. CLOSER QTY 1 - BLDG STD. DOOR STOP QTY 1 SET - SILENCERS Door Schedule: NO. TYPE FRAME HDWE RATING REMARKS REVISION 155A A HM HS -1 1 1/2 HR REVIEWED-FOR CODE COMPLIANCE APPROVED MAR 2 4 2010 City of Tukwila BUILDING DIVISION MAR 0'1 2011 JPC R HITECTS 601108th Ave N Suite 2250 Bellevue, WA 980 tel [425] 641 -9200, fax 25] 637 -8200 Mftrosoft" Tukwila East First Floor Design Team Design Drawn JPC JP Checked MP Date 11.25.2008 JPC Protect No. 10 -0074 Approvals Revisions No. Date Description 03.05.10 PERMIT ISSUE Keyplan Sheet Title Door Schedule Elevations Details cmoFMa MeR 102010 PERMIT CENTER Sheet No. A-M-O. 1 © 2010, JPC Architects, PLLC U z 3 Author. JEREMY PUTMAN 3/9/2010 2:04 PM 0 E 18 mils STUDS (25 GA) STUD SIZE STUD SPACING LIMITING WALL HEIGHT NON— COMPOSITE COMPOSITE 162S125 (1 -5/8 ") 12" 7' -7" 8' -10" 16" 6' -11" 8' -4" 24" 6' -0" 7' -11" 250S125 (2 -1/2 ") 12" 10' -6 "" 11' -11" 16" 9' -6" 11' -3" 24" 7' -7" 10' -7" 362S125 3 -5/8" 12" 12' -9" 15' -4" 16" 12' -7" 14' -4" 24" 13' -1" 13' -5" 400S125 (4 ") 12" 18' -4" 16' -5" 16" 16' -8" 15' -4" 24" 14' -7" 14' -2" 600S125 (6 ") 12" 25' -5" 22' -1" 16" 23' -1" 19' -9" 24" 20' -2" 16' -9" 30 mils STUDS (20 GA — DRYWALL) STUD SIZE STUD SPACING LIMITING WALL HEIGHT NON— COMPOSITE COMPOSITE 162S125 (1 -5/8 ") 12" 9' -2" 9' -11" 16" 8' -4" 9' -2" 24" 7' -3" 8' -3" 250S125 (2 -1/2 ") 12" 12' -9" 13' -2" 16" 11' -7" 12' -1" 24" 10' -1" 10' -9" 362S125 3 -5/8" 12" 16' -6" 17' -1" 16" 15' -0" 15' -8" 24" 13' -1" 14' -0" 4005125 (4 ") 12" 18' -4" 19' -0" 16" 16' -8" 17' -6" 24" 14' -7" 15' -7" 600S125 (6 ") 12" 25' -5" 25' -6" 16" 23' -1" 23' -2" 24" 20' -2" 20' -3" 33 mils STUDS (20 GA) STUD SIZE STUD SPACING LIMITING WALL HEIGHT NON— COMPOSITE COMPOSITE —note 3 162S125 (1 -5/8 ") 12" 9' -6" 10' -4" 16" 8' -7" 9' -8" 24" 7' -6" 8' -9" 250S125 (2 -1/2 ") 12" 13' -2" 13' -11" 16" 11' -11" 12' -10" 24" 10' -5" 11' -7" 362S125 3 -5/8" 12" 17' -1" 17' -10" 16" 15' -6" 16' -5" _ _ _ 24" 13' -6" 14' -9" 400S125 (4 ") 12" 18' -11" 19' -11" 16" 17' -3" 18' -4" 24" 15' -0" 16' -5" 600S125 (6 ") 12" 26' -3" 26' -9" 16" 23' -11" 24' -6" 24" 20' -10" 21' -7" NON - BEARING NON - STRUCTURAL LIMITING WALL HEIGHT TABLES NON— BEARING WALL HEIGHT TABLE NOTES 1. WALL HEIGHTS ARE BASED ON ALLOWABLE DEFLECTION OF L/24. 2. WALLS ARE TO RECEIVE MINIMUM 1/2" GWB BOTH SIDES. 3. IF WALL HEIGHT FOR COMPOSITE ACTION IS USED, GWB IS TO BE FASTENED WITH MINIMUM #6 SCREW AT 12" O.C. 4. HEIGHTS ARE BASED ON THE SSMA CATALOG. 5. TABLES ARE BASED ON 5 PSF LATERAL LOAD. 6. TABLES TO BE USED FOR NON— BEARING NON— STRUCTURAL STUD WALLS ONLY. 8. MATERIAL GAUGES ARE FOR REFERENCE ONLY. 9. WHERE GWB DOES NOT EXTEND TO TOP OF STUDS USE LIMITING WALL HEIGHTS FOR NON COMPOSITE WALLS AND PROVIDE MECHANCICAL BRACING OF STUD FLANGES PER SSMA STANDARDS. SLIP TRACK EXISTING STRUCTURE CEILING AS SPECIFIED WALL TYPE PER PLAN. (THICKNESS VARIES) COVE BASE PER FINISH SCHEDULE // APPROVED "FIRE EXTINGUISHER" SIGNAGE 3" HIGH WHITE HELVETICA LETTERING ON RED BACKING OF 8 "x12" SIGN. PROVIDE SIGNAGE ON ALL FOUR SIDES OF COLUMN ENCLOSURE WHEN FIRE EXTINGUISHER OCCURS AT COLUMN. ONE LAYER 5/8" GWB. EACH SIDE OF WALL CONT. MTL. RUNNER SEE DETAIL 4 /A —M -0.2 AT LOCATIONS WHERE WALLS OCCURE, USE SHEET METAL SCREW TO ATTACH WALL TO ACCESS FLOOR. SPECIFIED BASE ACOUSTICAL SEALANT BOTH SIDES FINISHED FLOOR TATE "POSILOCK" PEDESTAL SHOWN. VERIFY WITH ACTUAL ON SITE. FIRE EXTINGUISHER BUILDING STANDARD FIRE EXTINGUISHER CABINET 1/8" FOAM TAPE WALL TYPE STUD SIZE STUD GAUGE STUD SPACING WALL CKNKNL ESS THIC THICKNESS INSULATION SS FIRE RATING COMMENTS A 4" 20 GAUGE 12" O.C. 5 1/4" — _ _ Full Ht. Partition Scale: 3 " =1' -0" HANGER WIRE AT EACH PERIMETER MAIN TEE AND PERIMETER CROSS TYPICAL WALL MOLDING ARMSTRONG CEILING CAT. D, E & F ATTACHED BERC2 BY ARMSTRONG CEILING 7/a TYPICAL HEAVY DUTY SUSPENDED CEILING GRID SYSTEM BY ARMSTRONG Suspended Ceiling At Perimeter Support Scale: NTS DRAWER TO RECEIVE INSERT .a a .0 , eQ. a • 9 Partition @ Access Floor Scale: 3 " =1' -0" WHEN LOCATED AT COLUMNS, CABINET AND SIGNAGE TO BE CENTERED ON COLUMN ENCLOSURE. TYPICAL, U.N.O. NO. 9 GA. LATERAL SUPPORT WIRE WITHIN 3" OF EACH CORNER OF LIGHT FIXTURE. SPLAY WIRES AS SHOWN AND FASTEN TO BEAM OR PURLIN. MIN. OF 3 WIRE TURNS EA. CONNECTION POINT. NO. 9 GA. FIXTURE SUPPORT WIRES AT CENTER ENDS OF EA. FIXTURE. FIXTURE SUPPORT WIRE SUPPLIED BY CEILING CONTRACTOR. ' -6 3/4" 60' MAX. TYP. HANDLE SCHEDULED DOOR (OPEN OR CLOSED) WALL —MTD. TELEPHONE OUTLET 6„ THERMOSTAT HARDWARE SET AS SCHEDULED ELEC. OUTLET TEL OUTLET 1 g. LIGHT WITCH OR ADA BU ON. DOTTED L E INDICATES LOCATION OF LARGER PLATE R GANGED SWITCHES, 2 -3/4" ":617. VERIFY W/ HARDWARE in SCHEDULE 0 m NOTE : INSTALL LOCAL ELECTRICAL AND TELEPHONE WALL OUTLETS AND SWITCHPLATES AT NEAREST STUD FROM SCALED LOCATION ON PLAN UNLESS SPECIFICALLY DIMENSIONED. Full Ht. Partition NOTE: HEIGHTS ARE AS NOTED UNLESS DIRECTED BY B/S TO BE DIFFERENT Scale: 3 " =1' -0" NOTES: 1. LATERAL BRACING CLUSTER: (4) 12 GA. GALV SOFT— ANNEALED MILD STEEL WIRES SECURED TO MAIN RUNNER WITHIN 2" OF CROSS 'T' AND SPLAYED 90 DEGREES FROM EACH OTHER AT 45 DEGREES MAX. ABOVE HORIZONTAL. CLUSTERS PLACED 12' -0" O.C. MAX. AND 6' -0" MAX. FROM EACH WALL WIRES SHOULD BE TAUT WITHOUT CAUSING CEILING TO LIFT. CONNECT TO STRUCTURE ABOVE WITH CONCRETE EXPANSION ANCHOR OR APPROVED EQUAL, 200 LB ALLOWABLE CAPACITY. 2. SUSPENSION WIRE: 12 GA. GALV. SOFT— ANNEALED MILD STEEL WIRE ENCASED IN 1/2" DIAM. CONDUIT (FOR UPLIFT RESTRAINT); SECURE WIRE TO MAIN RUNNER WITHIN 2" OF CROSS 'T'. CONDUIT TO OCCUR AT EVERY LATERAL BRACING CLUSTER AND SUSPENSION WIRES TO OCCUR AT 4' -0" O.C. MAX. EACH WAY. NOTE NO. 1 NOTE NO. 2 "// CROSS TIE 45' FASTEN RUNNERS VIA BERC2 CLIP. REFER TO 127/A —M -0.25. NOTE NO. 1 JPC H I T E CTS 601108th Ave NE' - Suite 2250 Bellevue, WA 98004 tel [425] 641 -9200, fax 25] 637 -8200 Microsoft Tukwila East First Floor RECESSED FLUORESCENT FIXTURE Ceiling Bracing Diagram Scale: NTS MAIN STRUCTURAL RUNNER 4' -0" O.C. MAIN RUNNER, HEAVY DUTY 45 MAX.TYP VIEW SHOWING LATE CLUSTER AND SUSP 3 TURN WITHI BADGE © 10' ANGLE 1/2" 1/8" ' '1/8" ROUTS IN 1/2" SOLID MAPLE TO CREATE "SLOTS" TO SLIDE IN BADGES Drawer Insert Scale: 6 " =1 ' -0" RUNNER ENDS AT OPPOSITE WALLS TO FLOAT FREE ON PERIMETER ANGLE. PROVIDE 3/4" CLEARANCE BETWEEN ENDS OF GRID & WALL. Design Team Design Drawn JPC JP • 11.25.2008 JPC Project No. 10 -0074 Light Fixture Bracing Diagram Scale: NTS REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 4 2010 City of Tukwila BUILDING DIVISION NOTE: LAYOUT BASED ON 2 in WIDE x 3 " TALL x 312" THICK BADGE LAYOUT MAY CHANGE DEPENDING ON ACTUAL SIZE OF BADGE BEING USED NEED (1) ACTUAL BADGE FOR FINALIZATION OF DETAILS Approvals NOTE: CONTRACTOR TO VERIFY DIMENSION OF DRAWER BEFORE FABRICATION 1 15/1 6" 1 15/16" Drawer Insert Scale: 1/2"=1'-0" 1 15/16" 1 15/16" 1 15/16" I I 1' -0 11/16" 30 BADGES PER ROW (150 BADGES PER DWR) 1/2" SOLID MAPLE DIVIDERS Revisions No. Date Description 03.05.10 PERMIT ISSUE DRAWER TO RECEIVE THE INSERT .. , _kit._ .. •r1. 'Yi, Wall Termination Scale: 1/2"=1'-0" EXISTING CONSTRUCTION 5/8" GWB Registration MTL STUD AS SPECIFIED .rtin Keyplan Sheet Title MAR ®1Z011 Construction Details CIiltIORKNALA MAR 10 2010 PERMIT CENTER Sheet No. © 2010, JPC Architects, PLLC