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HomeMy WebLinkAboutPermit D08-099 - AT&T - DATA CENTERAT&T 12625 INTERURBAN AVE S D08-099 Parcel No.: 0004800003 Address: 12628 INTERURBAN Alt S TUKW Suite No: CitAbf Tukwila Tenant: Name: AT &T Address: 12628 INTERURBAN AVE S , TUKWILA WA Owner: Name: C/O EPROPERTYTAX INC Address: DEPT #207 , PO BOX 4900 85261 Phone: Contact Person: Name: DALE PRIOR Address: 601 108TH AVE NE #2250 , BELLEVUE WA 98004 Phone: 425- 641 -9200 Contractor: Name: SELLEN CONSTR CO INC Address: PO BOX 9970 , SEATTLE, WA 98109 Phone: 206 - 682 -7770 Contractor License No: SELLEC *372ND doc: IBC -10/06 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us DEVELOPMENT PERMIT Permit Number: D08 -099 Issue Date: 03/06/2008 Permit Expires On: 09/02/2008 Value of Construction: $5,000.00 Fees Collected: $239.63 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2006 Type of Construction: V -A Occupancy per IBC: 0008 DESCRIPTION OF WORK: INSTALL PRE - MANUFACTURED RF SHIELDED ENCLOSURE WITHIN DUSTING DATA CENTER * *continued on next page ** Expiration Date: 06/01/2009 D08 -099 Printed: 03 -06 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Permit Center Authorized Signature I hereby certify that I have read and governing this work will be complie doc: IBC -10/06 City Tukwila Print Name: SA..t'-I T 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 Date: Permit Number: D08 -099 Issue Date: 03/06/2008 Permit Expires On: 09/02/2008 Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N ed this permit and know the same to be true and correct. All provisions of law and ordinances , whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. Signature: _._ -Q Date: 97 110/ 2o' This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. D08 -099 Printed: 03 -06 -2008 • City of Tukwila Parcel No.: 0004800003 Address: 12628 INTERURBAN AV S TUKW Suite No: Tenant: AT &T 1: ** *BUILDING DEPARTMENT CONDITIONS * ** Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us PERMIT CONDITIONS Permit Number: D08 -099 Status: ISSUED Applied Date: 02/22/2008 Issue Date: 03/06/2008 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: 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. 6: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 7: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 8: 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. 9: ** *FIRE DEPARTMENT CONDITIONS * ** 10: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 11: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and /or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 12: 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. 13: 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) 14: Maintain coverage and operability of portable fire extinguishers, sprinkler systems and fire alarm systems during demolition and construction. doc: Cond -10/06 D08 -099 Printed: 03 -06 -2008 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us 15: AU electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 16: An aisle to and working space shall be provided for each electrical panel. An aisle width not less than 24 inches shall provide access to the panel and 30 inches of working space shall be provided directly in front of the panel. (NEC 110.26(A) thru F(2)) 17: Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) 18: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 19: These plans were reviewed by Inspector 514. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Cond - 10/06 * *continued on next page ** D08 -099 Printed: 03 -06 -2008 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work construction or the performance of work. Signature: 1 74 _� Print Name: 3 4 L - L - L crP,CC doc: Cond - 10/06 D08 - 099 Date: 2 /(4 7cre ordinances governing or local laws regulating Printed: 03 -06 -2008 SITE LOCATION Site Address: IZ(7Z8 /flJ4"/JV76fl /lV9 S. Suite Number: x Tenant Name: I-Tr Property Owners Name: Mailing Address: City CONTACT PERSON - who do we contact when your permit is ready to be issued Name: Mailing Address: boi /0M4 AZ /1/t #Z-2-52) E -Mail Address: 1 e.1 /pc4vd44CG1s C o✓t'■ GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Mailing Address: 2i1 W sHk-e. Ave, i + IIvdn AuviLIi g Ylleh , Cod, Contractor Registration Number: .Lte...4, 312110 Contact Person: E -Mail Address: CITY OF TUKWILII Community Developm Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 hitp://www.d.tukwila.wa.us 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 ** G/0 0R -x / .t"- ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: tip& 4-2ae Ti STS Mailing Address: ( o I JOgl-h Alit NC it--2.-75D Contact Person: V Pal f erSoy7 E -Mail Address: c)ni vp (0, j?c, av(,i l& I (.oM Company Name: Mailing Address: Contact Person: E -Mail Address: Q:\ApplicationsiForms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Building Pero. 9 -0 ( 1 Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. (For office use only) King Co Assessor's Tax No.: 000 Floor: / New Tenant: ❑ Yes I .. No State Zip Day Telephone: (4z5) Al- ',zoo lkikt , ti* 7 82v9 City State ip Fax Number: (4z ) 637- ?ZOO ,. al- 76 /07 State Zip (z Day Telephone: c ' z 'ir Fax Number: (ZO &) SoS — 7230 Expiration Date: 6/ // 2 00/ 13e&vo& 1A1/4 98'aoi City State Zip Day Telephone: (4Z,S (O41 Fax Number: (4i,5 terS1 5 ZOO ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record City Day Telephone: Fax Number: State Zip Page 1 of 6 BUILDING PERMIT INFO ON - 206 -431 -3670 Valuation of Project (contractor's bid price): $ 000 Existing Building Valuation: $ Scope of Work (please provide detailed information): /AS / 1/ pee- `/y1ah (,ffechle,ed Shielded Will there be new rack storage? ❑ Yes Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes [ No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: Sprinklers Automatic Fire Alarm 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 I l " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q:\Apphcnnnns \Forms - Applications On Line\.3 -2006 - Permit Application.doc Revised: 9 -2006 bh X X . No If yes, a separate permit and plan submittal will be required. ❑ None ❑ Other (specify) Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1' Floor 01 p (0SS- t a S'e x X - Y `, -A- 2 Floor 3' Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck BUILDING PERMIT INFO ON - 206 -431 -3670 Valuation of Project (contractor's bid price): $ 000 Existing Building Valuation: $ Scope of Work (please provide detailed information): /AS / 1/ pee- `/y1ah (,ffechle,ed Shielded Will there be new rack storage? ❑ Yes Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes [ No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: Sprinklers Automatic Fire Alarm 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 I l " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q:\Apphcnnnns \Forms - Applications On Line\.3 -2006 - Permit Application.doc Revised: 9 -2006 bh X X . No If yes, a separate permit and plan submittal will be required. ❑ None ❑ Other (specify) Page 2 of 6 PERMIT APPLICATION NOT. Applicable to all permits in this ap •cation Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Mailing Address: Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTIIORIZED TO APPLY FOR THIS PERMIT. BUILDING 0 • IZED AGENT: � Signature: Print Name: ►%.1 Qo 1 LN114 Ate,1 . 4 sD Date Application Accepted: Date Application Expires: 8 -) -0 Staff Initials: Q:\Applications\Forms- Applications On Line3-2006 - Permit Application.doe Revised: 9 -2006 bh Date: I/2210 S Day Telephone: (425) lfn t---61-Zoo [I-CARue, LIJA 7&'o4 City State Zip Page 6 of 6 Receipt No.: R08 -00644 Initials: JEM User ID: 1165 Payee: JPC ARCHITECTS ACCOUNT ITEM LIST: Description BUILDING - NONRES STATE BUILDING SURCHARGE City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http. //www.ci.tukwila.wa.us Payment Check 20022 147.00 TRANSACTION LIST: Type Method Descriptio Amount RECEIPT Parcel No.: 0004800003 Permit Number: D08 -099 Address: 12628 INTERURBAN AV S TUKW Status: APPROVED Suite No: Applied Date: 02/22/2008 Applicant: AT &T Issue Date: Account Code Current Pmts 000/322.100 142.50 000/386.904 4.50 Total: $147.00 Payment Amount: $147.00 Payment Date: 03/06/2008 01:01 PM Balance: $0.00 9497 03/06 1 710 TOTAL 147.00 doc: Receiot -06 Printed: 03 -06 -2008 Parcel No.: 0004800003 Permit Number: D08 -099 Address: 12628 INTERURBAN AV S TUKW Status: PENDING Suite No: Applied Date: 02/22/2008 Applicant: AT &T Issue Date: Receipt No.: R08 - 00498 Initials: WER Payment Date: 02/22/2008 09:24 AM User ID: 1655 Balance: $147.00 Payee: JPC ARCHITECTS TRANSACTION LIST: Type Method Description Amount Payment Check 19650 92.63 ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http://www.ci.tukwila.wa.us RECEIPT Account Code Current Pmts 000/345.830 92.63 Total: $92.63 Payment Amount: $92.63 8077 02/22 9710 TOTAL 92.63 doc: Receiot -06 Printed: 02 -22 -2008 Project: —-� l Type of Inspection: / P /N4I Ad/ .dres3: 2 */2( /€ 4iL/ pate Called: Special Instructions: g/e t 6 1 rM ti t-� . . Date Wanted: 4 /-/ - 7-0 4, Requester: �/ Phone No: -Q f) 6 -730 - 77 O COMMENTS: e vl r t'tf '. ( . iNsr - k CI A Inspegfor: ''t j j A Dater —/ 7 INSPECTION RECORD Retain a copy with permit INSPE ON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION R. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431- 36 0 Approved per applicable codes. 0 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: 'Date: El Corrections required prior to approval. Project: _. Sprinklers: Fire Alarm: ` ,r, Type of Inspection: Monitor: Address: 1 ,. ir, Z 8 .L Suite #: - ' , Au . C tact Person: . ow'.a,sr, Spec aI Instructions: Phone No.: 7 — o - Needs Shift Inspection: tA u Sprinklers: Fire Alarm: ` ,r, Hood & Duct: Monitor: Pre- Fire. Permits:. Occupancy Type: INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 proved per applicable codes. CS S c Y7 qb -- (15°k°\ PERMIT NUMBERS Corrections required prior to approval. COMMENTS: S *±b n o, L Date: 4/ I _ 5( O Hrs.: f $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspectiion. T.F.D. Form F.P. 113 Word /Inspection Record Form.Doc 1/13/06 Project Info Project Addre /14 j t/ /� rte /i _, , Si D ate - 2/2„ I /o V 7 11 /t11 M f f^' IgIb i For Building Department Use F L %a*. . Applicant Name: ?L: // »' 0 , Applicant Address: / ' J' ;./kit Applicant Phone: 42C lei -v1 ZOO Project Description Xplars !m uded �"eft..,..... requirements. ; n'- , A • New Building • Addition • Alteration Refer to WSEC Section 1513 for controls and commissioning Compliance Option , 0 Prescriptive Lighting Power Allowance O Systems Analysis - (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box - sec. 1132.3) No changes are being made to the lighting II Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Location (floor /room no.) Occupancy Description Allowed Watts per ft ** Area in ft Allowed x Area ** From Table 15 -1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts Location (floor /room no.) Fi : "' Number of Fixtures Watts/ Fixture Watts Proposed nlvis au 1 - -- � Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts CITY OF TUKWILA - BUILDING DIVISION V606 Wasington State Nonresidential Energy Code Compliance Form Interior Lighting Summary LTG -INT 2006 Washington State Nonresidential Energy Code Compliance Forms Maximum Allowed Lighting Wattage Proposed Lighting Wattage Notes: 1. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T -8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 2. For proposed Watts /Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section 1530. For hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used. For track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as.applicable, the wattage of current limiting devices or of the transformer. 11 3. List all fixtures. For exempt lighting, note section and exception number, and leave Watts /Fixture blank. 1)0 &099 FEB 2 2 2008 PERM II CENTEh Use' LPA (W /st) Use' LPA (W /sf) Automotive facility 0.9 Office buildings, office /administrative areas in facilities of other use types (including but not limited to schools, hospitals, institutions, museums, banks, churches) 1.0 Convention center 1.2 Penitentiary and other Group 1 -3 Occupancies 1.0 Courthouse 1.2 Police and fire stations" 1.0 Cafeterias, fast food establishments', restaurants/bars' 1.3 Post office 1.1 Dormitory 1.0 Retail'", retail banking, mall concourses, wholesale stores (pallet rack shelving) 1.5 Exercise center 1.0 School buildings (Group E Occupancy only), school classrooms, day care centers 1.2 Gymnasia ", assembly spaces" 1.0 Theater, motion picture 1.2 Health care clinic 1.0 Theater, performing arts 1.6 Hospital, nursing homes, and other Group 1 -1 and 1 -2 Occupancies 1.2 Transportation 1.0 Hotel/motel 1.0 Warehouses ", storage areas 0.5 Hotel banquet/conference /exhibition hall'•° 2.0 Workshops 1.4 Laboratory spaces (all spaces not classified "laboratory" shall meet office and other appropriate categories) 1.8 Parking garages 0.2 Laundries 1.2 Libraries' 1.3 Plans Submitted for Common Areas Only' Manufacturing facility 1.3 Main floor building lobbies' (except mall concourses) 1.2 Museum 1.1 Common areas, corndors, toilet facilities and washrooms, elevator lobbies 0.8 Prescriptive Spaces Occupancy: Warehouses, storage areas or aircraft storage hangers O Other 'Pl Q ualification Checklist Note: If occupancy type is. "Other" and fixture Lighting Fixtures: o ❑ Check if 95% or more of fixtures comply with 1,2 or 3 and rest are ballasted. answer is checked, the number of fixtures in (Section 1. Fluorescent fixtures which are non - lensed with a) 1 or 2 two lamps, b) reflector the space is not limited by Code. Clearly 1521) or louvers, c) 5-60 watt T -1, T -2, T-4, T -5, T -8 lamps, and d) hard -wired elec- indicate these spaces on plans. If not qualified, do LPA Calculations. tronic dimming ballasts. Screw -in compact fluorescent fixtures do not qualify. 2. Metal Halide with a) reflector b) ceramic MH lamps <= 150w c) electronic ballasts 3. LED lights. CITY OF TUKWILA - BUILDING DIVISION 20t16 Wasington State Nonresidential Energy Code Compliance Form n ' Interior Lighting; Summary (back) LTG -INT 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 - U nit Lig Power Al lowance 1) In cases in which a general use and a specific use are listed, the specific use shall apply. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2) The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6) Reserved. 7) For conference rooms and offices less than 150ft with full height partitions, a Unit Lighting Power Allowance of 1.10 w/ft may be used. 8) Reserved. 9) For indoor sport tournament courts with adjacent spectator seating over 5,000, the Unit Lighting Power Allowance for the court area is 2.60 W /ft 10) Display window illumination installed within 2 feet of the window, provided that the display window is separated from the retail space by walls or at least three - quarter- height partitions (transparent or opaque). and lighting for free- standing display where the lighting moves with the display are exempt. An additional 1.5 w /ft of merchandise display luminaires are exempt provided that they comply with all three of the following: a) located on ceiling- mounted track or directly on or recessed into the ceiling itself (not on the wall). b) adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). c) fitted with LED, tungsten halogen, fluorescent, or high intensity discharge lamps. This additional lighting power is allowed only if the lighting is actually installed. 11) Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. CITY OF TUKWILA - BUILDING DIVISION 2 06 Washington State Nonresidential Energy Code Compliance Form Lighting Power Allowance Adjustments LTG -LPA 2006 Washington State Nonresidential Energy Code Compliance Forms Project Address j Date Use this form if you are claiming any ceiling height adjustments for your Lighting Power Allowances for interior lighting. The Occupancy Description should agree with the "Use" listed on Code Table 15 -1. Identify the appropriate Ceiling Height Limit (9 feet, 12 feet or 20 feet) on which the adjustment is based. The Adjusted LPA is calculated from this number and from the Allowed Watts per ft Carry the Adjusted LPA to the corresponding "Allowed Watts per ft location on LTG -SUM. Adjusted Lighting Power Allowances (Interior) ** From Table 15 -1 based on exceptions listed in footnotes Revised July 2007 Location (floor /room no.) Occupancy Description Allowed Watts per ft ** Ceiling Height for this room Ceiling Height limit for this exception" Adjusted LPA Watts per ft2 ACTIVITY NUMBER: D08 -099 DATE: 02 -22 -08 PROJECT NAME: AT &T SITE ADDRESS: 12628 INTERURBAN AVE S X Original Plan Submittal _ Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: p,, M AK/ 3 S Building Division Pubic Works � Structural 1 11.1r— 19e) DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 02 -26-08 Complete Comments: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: Documents /routing slip.doc 2 -28 -02 6(4 Awl✓ 2-21-06 Fire Prevention 1_, Incomplete ❑ Structural Review Required DATE: DATE: 2 -2f, -O Plarfni'rig Division ❑ Permit Coordinator Not Applicable n No further Review Required n Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DUE DATE: 03 -25 -08 Not Approved (attach comments) n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: License Information License SELLEC•372N0 Licensee Name SELLEN CONSTR CO INC Licensee Type CONSTRUCTION CONTRACTOR UBI 578006698 Ind. Ins. Account Id Business Type CORPORATION Address 1 PO BOX 9970 Address 2 City SEATTLE County KING State WA Zip 98109 Phone 2066827770 Status ACTIVE Specialty I GENERAL Specialty 2 UNUSED Effective Date 8/20/1963 Expiration Date 6/1/2009 Suspend Date Separation Date Parent Company Previous License Next License Associated License Business Owner Information Name Role Effective Date Expiration Date BARRETT, ROBERT E 01/01/1980 BOYESON, WILLIAM R 01/01/1980 REDMAN, RICHARD C 01/01/1980 BADGER, WILLIAM B 01/01/1980 DICKERT, DENNIS A 01/01/1980 CARLSON, LORI L 01/01/1980 HAFENBRACK, CHARLES 01/01/1980 Look Up a Contractor, Electln or Plumber License Detail Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. • Page 1 of 4 https: // fortress .wa.gov /lni/bbip /printer.aspx ?License= SELLEC *372N0 03/06/2008 7 SEPARATE PERMIT REQUIRED FOR: gfilumbin ffreas Piping City of Tukwila BUILDING DIVISION Noohanges shall IN!'`"`nade to the scope of work without prior approval of Tukwila Bulkiing Division. NOTE: Revisions will reqthre a new plan submittal l and may include additional pkin review fees � U���0� COPY Permit No Pier review approval Is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordnance. flerAirZ of approved Field Copy and conditions is acknrrtle.,afTe& Date Gip of Tukwila ��'yy� ��I������U�9�K�K���� �� _'_--.`. °°° "~*o^�o� PROJECT ADDRESS: TUKWILA COMMERCE PARK, BLDG. 3 AT&T TUKWILA 12628 INTERURBAN AVE. S. TUKWILA, WA 88188 CONSTRUCTION TYPE: TYPE: V-A, SPRINKLERED 0V0 QUICK RESPONSE HEADS ZONE: C/U - COMMERCIAL LIGHT INDUSTRIAL OCCUPANCY: B BUSINESS TENANT SQUARE FOOTAGE: (area 150 SF TOTAL BUILDING SQUARE FOOTAGE: FIRST FLOOR: 20.065 SF ELECTRICAL, MECHANICAL, PLUMBING & FIRE PERMITS TO BE DEFERRED SUBMITTAL. LEWIS C C-D C # 37 BEG. N 81-44 E 199.17 FT FROM HUB AT END OF CURVE ON CENT LN OF DUWAMISH-RENTON JUNCTION RD SD HUB BONG APPROX 1200 FT N AND 440 FT W OF COR BET SECS 14 & 15-23-4TH N 49-24-0O W 2535 FT TH N 09-38-00 E 52 FT TO TRUE BEG TH S 82-40-30 E 598 FT TH ' 58-22-30 E 643.35 PTTH N 01-51-30 W 343 FT TO LEFT BANK OF DUWAMISH RIVER BEING N d0�NDRY Or LEWIS �' b C TH SWLY ALG SD BANK OF RIVER TO PT N 00-39-40 W OF TRUE BEG [H S 00-39-40 E TO TRUE BEG ALSO POR OF D C LY W OF ABOVE DESCRIBED LAND SLY 6.15 FT AND A 16 FT STRIP ADJ AND PARL TO ELY LN OF R/W OF P S ELEC CO FOR JOINT RC�TGW LOT 47 OF PLAT OF RIVERSIDE INTERURBAN TRS GREG COLMAN COVER SHEET & SITE PLAN GENERAL NOTES & SYMBOLS EXIT PLAN & CODE SUMMARY FLOOR PLAN RF ENCLOSURE CUT SHEETS RF ENCLOSURE CUT SHEETS Property Manager: RREEF PROPERTY MANAGEMENT 12720 GATEWAY DRIVE SUITE 200 TUKWILA, WA 98168 (206) 788-4404 AT&T 12628 INTERURBAN AVE S. TUKWILA, WA 98168 MAUREEN OTTELE (425) 580-8810 APPLICABLE EDITIONS OF BUILDING CODES: 2008 INTERNATIONAL BLDG CODE (IBC), WAC 51-50 2008 INFERNATIONAL ARE CODE (Fr). INCL. APPENDIX B&C 2006 WASHINGTON STATE ENERGY CODE (WSEC), WAC 51-11 2006 INTERNATIONAL MECHANICAL CODE (IMC), WAC 51-52 2006 WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE . WAC 51-13 2006 UNIFORM PLUMBING (UPC), WAC 51-56 & 51-57 INCL. APPENDIX CHAPTERS H & L - EXCL. SECTIONS L5-L7 & "LAWN SPRINKLER HEAD" FROM TABLE 6-4 OF APPENDIX L 2003 AMERICAN NATIONAL STANDARD, ICC/ANSI A117.1-2003 4TH ED. WASHINGTON STATE REG. FOR BARRIER FREE DESIGN JPC ARCHITECTS, PLLC 601 108TH AVE NE SUITE 2250 BELLEVUE, WA 98004 (425) 041-9200 CHAR PAl7TERSON - EXT charp@jpcarchitects.com DALE PRIOR - EXT. 357 do|mp@'pconnhiteotm.corn SELLEN 227 WESTLAKE AVE. N. PO BOX 0970 SEATTLE, WA 98109 (306) 805-7130 LIC. NO. SELLEC372NO KURT HORDAN kurth@ooUon.corn General Contractor: Design Team 108th Ave N Bellevue, WA 980 1201 Western Ave - Sul Seattle, WA 98101 tel 1425] 641-9200, fax PF [ER � | |-- _ � Abbreviations: General Notes: Demolition Notes: Electrical Notes: Reflected Ceiling Notes: A/C AIR CONDITIONING ACT ACOUSTICAL CEILING TILE AFF ABOVE FINISH FLOOR ALT. ALTERNATE APPROX. APPROXIMATE BD BOARD BLDG BUILDING BLK BLOCK B BLOCKING B BTTOM B/s BUILDING STANDARD BU BUILT UP CAB CABINET CLG CEILING CLR CLEARANCE) ) COL COLUMN CONC CONCRETE CONS CONSTRUCTION CONT CONTINUOUS CORR CORRIDOR CPT CARPET CT CERAMIC TILE Cm CENTER 0EMO DEMOLITION DTL DETAIL DF DRINKING FOUNTAIN DIA DIAMETER DIM DIMENSION DN DOWN DR DOOR DWG DRAWING DRAWER DRW D EA EACH EL ELEVATION ELEC ELECTRICAL ELEV ELEVATOR EQ EQUAL EQUIP EQUIPMENT EST ESTIMATE EXIST EXISTING DT EXPANSION FEC FIRE EXTINGUISHER CABINET FF FACTORY FINISH FH FULL HEIGHT FIN FINISH ED) FLOOR 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 GA GAUGE GC GENERAL CONTRACTOR GL GLASS /GLAZING GWB GYPSUM WALL BOARD HC HOLLOW CORE HCPD HANDICAPPED HDR HEADER HARDWARE HM HOLLOW METAL HORIZ HORIZONTAL HR HOUR HT HEIGHT HVAC HEATING VENTILATING AIR CONDFONING INSUL INSULATION JAN JANITOR ,n JOINT KIT KITCHEN LAM LAMINATE(D) LAV LAVATORY LH LEFT HAND MAX MAXIMUM MECH MECHANICAL MTL METAL MFR MANUFACTURER) MIN MINIMUM MISS MISCELLANEOUS MTD MOUNTED MUL MULLION H N NORTH NIC NOT CONTRACT NT5 NOT TO SCALE OA OVERALL OC ON CENTER OD OUTSIDE DIAMETER OH OPPOSITE HAND OPNG OPENING P - LAM PLASTIC LAMINATE PNL PANEL PR PAIR PTN PARTITION RAD RADIUS RB RESILIENT BASE RESILIENT TILE REF REFERENCE REFR REFRIGERATOR REINF REINFORCING REQ REQUIRED REV RH RIGHTOHAND RM ROOM RO ROUGH OPENING S SOUTH SC EAL SEALANT SECT SECTION SHT SHEET SIM SIMILAR SPEC SPECIFICATION SQ SS STAINLESS STEEL STL STEEL STOR STORAGE STRUC STRUCTURAL SUSP SUSPENDED TEL TELEPHONE TEMP TEMPERED TFTI TENANT FURNISHED & TENANT INSTALLED THK THICK(NESS) THRESH THRESHOLD TV TELEVISION lYP TYPICAL UNF1N UNFINISHED UNO UNLESS NOTED OTHERWISE VCT VINYL COMPOSITION TILE VEN VENEER VERT VERTICAL VESTI VESTIBULE VWC NYL 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 A ND 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 T AL SE ONE (1) WEEK IN ADVANCE OF THE TIME WORK IS TO COMMENCE. 5. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE HIGHEST STANDARD OF WORKMANSHIP IN GENERAL AND WITH SUCH STANDARDS AS ARE SPECIFIED. 6. CONTRACTOR SHALL ADHERE TO ALL BUILDING STANDARDS. ANY CHANGES TO SAME SHALL BE SUBMITTED TO ARCHITECT IN WRITING FOR APPROVAL 7. CONTRACTOR SHALL SUBMIT SAMPLES OF ALL FINISHES OF SUCH SIZE AND NUMBER THAT THEY REPRESENT A REASONABLE DISTRIBUTION OF COLOR RANGES AND PATTERN PRIOR TO INSTALLATION FOR ARCHITECT'S APPROVAL CONTRACTOR SHALL PROVIDE SHOP DRAWINGS AND PRODUCT DATA FOR ARCHITECT'S APPROVAL ON ALL SPECIAL ITEMS REQUIRING CUSTOM FABRICATION. (SHALL INCLUDE RATED FIRE DOORS AND . HARDWARE). ) 8. CONTRACTOR IS TO VERIFY ALL DIMENSIONS AND CONDITIONS ON SITE AND NOTIFY ARCHITECT OF ANY DISCREPANCIES. CONTRACTOR IS NOT TO SCALE OFF DRAWINGS. 9. CONTRACTOR SHALL PROVIDE 18 -GAUGE SHEET METAL BACKING IN PARTITIONS FOR ALL WALL - MOUNTED FIXTURES AND DEVICES UNLESS INDICATED OTHERWISE ON THE DRAWINGS. " 10. ALL FLOORS SHOULD BE LEVEL AND NOT VARY MORE THAN 1/4" IN 10'-0". THE CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY CONDITIONS THAT DO NOT MEET THIS STANDARD. 11. ALL MATERIALS INDICATED TO MATCH EXISTING SHALL DO SO WITH RESPECT TO SIZE, SHAPE, COLOR, TEXTURE, PATTERN, Q UALITY 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 ALT, 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 R BE CUT. USE DIAMOND SAW. IN NO CASE SHALL ANY STRUCTURAL MEMBER CARBIDE 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 LEVEUNG AS MAY BE REQUIRED AT SLIDING DOORS, RELITES WITHOUT BASE, CABINET WORK, AND OTHER LOCATIONS REQUIRING LEVEL SUBSTRATE. FEATHER CHANGES IN ELEVATION OVER SUFFICIENT AREA TO LIMIT " TRANSITION SLOPE TO 1/8" PER FOOT. 19. MATERIALS, ARTICLES, DEVICES AND PRODUCTS ARE SPECIFIED IN THE DOCUMENTS BY LISTING ACCEPTABLE MANUFACTURERS OR PRODUCTS, BY REQUIRING COMPLIANCE WITH REFERENCED STANDARDS, OR BY PERFORMANCE SPECIFICATIONS FOR ITEMS SPECIFIED BY NAME, SELECT ANY PRODUCT NAMED. FOR THOSE SPECIFIED BY REFERENCE STANDARDS OR BY PERFORMANCE SPECIFICATIONS SELECT ANY PRODUCT MEETING OR EXCEEDING SPECIFIED CRITERIA. FOR APPROVAL OF AN ITEM NOT SPECIFIED, SUBMIT REQUIRED SUBMITTALS, PROVIDING COMPLETE BACK -UP INFORMATION . FOR PURPOSES OF EVALUATION. WHERE BUILDING STANDARD ITEMS ARE CALLED FOR, NO SUBSTITUTE WILL BE ACCEPTED. 20. CONTRACTOR SHALL PROVIDE FOR ALL WORK REQUIRED TO MAINTAIN COMPUANCE WITH LOCAL FIRE CODE. PROVIDE FOR ALL REQUIRED SHOP DRAWINGS AND APPROVALS. C ONTRACTOR IS RESPONSIBLE FOR PROVIDING FIRE ALARM SYSTEM AUDIBILITY. 21. MECHANICAL AND ELECTRICAL FIXTURES, OUTLETS, ETC., WHEN SHOWN ON THE ARCHITECTURAL DRAWINGS, ARE FOR LOCATION INFORMATION ONLY. MECHANICAL AND ELECTRICAL TO BE DESIGNED BY OTHERS. ALL CIRCUITING COORDINATION TO BE BY OTHERS. 22. CONTRACTOR IS TO PROVIDE DRAWINGS FOR ARCHITECT'S APPROVAL SHOWING LOCATIONS OF ALL HVAC THERMOSTATS, GRILLES AND DIFFUSERS, FIRE AND SMOKE DETECTION DEVICES INCLUDING SPRINKLERS, SMOKE DETECTORS, FIRE EXTINGUISHERS AND HOSE CABINETS. 23. ANY CHANGE IN LIGHT FIXTURE PLACEMENT DUE TO INTERFERENCE OF MECHANICAL OR STRUCTURAL COMPONENTS MUST BE APPROVED BY THE ARCHITECT. 24. ALL PERMITS INCLUDING FIRE, MECHANICAL, AND ELECTRICAL TO BE FILED SEPARATELY. 25. ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED, SPACKLED AND SANDED SMOOTH WITH NO VISIBLE JOINTS. PATCH AND REPAIR SURFACES TO MATCH ADJACENT OR ADJOINING SURFACES WHERE REQUIRED. ALL SURFACES SHALL BE ALIGNED. 26. MODIFY EXISTING SUBSTRATE AS REQUIRED TO RECEIVE NEW FLOORING MATERIALS, THUS PREVENTING NOTICEABLE LUMPS OR DEPRESSIONS. 27. ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE AND TRUE. 28. REFER TO MILLWORK SHOP DRAWINGS FOR SPECIFIC DETAILS OF COORDINATION BETWEEN DRYWALL /MILLWORK CONDmONS. 29. ALL GLASS SHALL BE CLEAR TEMPERED GLASS, UNLESS OTHERWISE NOTED. GLAZING TONG MARKS SHALL NOT BE VISIBLE. CLEAN AND POLISH ALL GLASS PRIOR TO PROJECT DELIVERY. 30. ALL MILLWORK TO BE FASTENED TO THE PARTITION. PROVIDE NON - COMBUSTIBLE BLOCKING FOR ALL MILLWORK NOT SUPPORTED BY FLOOR OR ABOVE 4'--0" HT. ALL CONCEALED LUMBER & BLOCKING TO BE FIRE TREATED. 31. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR: HVAC, CARPET SEAMING, LIGHTING, CASEWORK . 32. MOISTURE TEST - REQUIRED FOR ALL ON GRADE SLAB CONDITIONS DURING THE ESTIMATING/BUDGETING PROCESS THE GENERAL CONTRACTOR SHALL BE CONSTRUCTION ESTIMATING / RESPONSIBLE FOR OBTAINING FROM THE BUILDING OWNER DOCUMENTATION AS TO THE 4 " VAPOR EMISSIONS RATE (MOISTURE TEST) FOR ALL ON GRADE SLAB CONDmDNS . THIS ( ) INFORMATION SHOULD THEN BE IMMEDIATELY SHARED BETWEEN THE ARCHITECT, THE ARCHITECTS' SELECTED FLOORING REPRESENTATIVE(S), AND FLOORING SUB-CONTRACTOR OF APPLICABLE MATERIA S AND ANCILLARY L D 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 SHAL 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), BASKET[[ AND RE- COMPACT 711E SUBJECT AREA WITH THE PREVIOUSLY HELD MATERIALS (IF THE EXCAVATED MATERIALS ARE NOT SUITABLE FOR RE- INSTALLATION, DISCARD AND PROVIDE NEW FREE DRAINING GRANULAR MATERIAL). RE- COMPACT FILL SOIL TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY (MDD) OBTAINED IN GENERAL ACCORDANCE WITH THE ASTM D 1557 TEST PROCEDURE RE- INSTALL THE EXISTING VAPOR BARRIER AND BIND SEAMS WITH MINIMUM 3" WIDE PRESSURE SENSITIVE TAPE TO ENSURE AN AIR /MOISTURE RESISTANT BOND. ATTACH NEW INFILL TO EXISTING CONCRETE SLAB WITH 18 INCH LONG #4 REBAR AT 24 INCHES ON CENTER EMBEDDED 8 INCHES INTO THE EXISTING CONCRETE SLAB WITH HILTI HY -150 ADHESIVE (OR SIMPSON SET ADHESIVE). REINFORCEMENT SHALL BE INSTALLED MANUFACTURER'S RECOMMENDATIONS. PROVIDE W2 X W2 X 6 X 6 PER ADHESIVE ROVIDE WELDED WIRE FABRIC MANUFACTURER'S SUBJECT AREA(S), INFILL SLAB TO MATCH THICKNESS OF ADJACENT SURFACE(S) (BUT NOT BE LESS THAN FOUR INCHES THICK) AND #4 DOWELS THAN SHALL BE CENTERED IN SLAB. THE CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI WITH A MAXIMUM WATER CEMENT RATION OF 0.58 AND IS TO BE PLACED LEVEL WITH ADJACENT SURFACES. LET CURE AND PROVIDE MOISTURE TESTING AS SPECIFIED ABOVE. IF SCOPE OF WORK INCLUDES STRUCTURAL ELEVATED SLABS CONSULT A STRUCTURAL ENGINEER. REFER TO STRUCTURAL PLANS, IF APPLICABLE, FOR ADDITIONAL SPECIFICATIONS AND REQUIREMENTS. 34. CLEAN, REPAIR ANY EXISTING PERIMETER BLINDS AS REQUIRED TO BE IN A FULLY FUNCTIONING &OPERATIONAL MANNER. 35. COORDINATE WITH SUB 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. OBTAIN DEMOLITION PERMITS AND INCLUDE ALL COSTS OF SAME IN CONTRACT PRICE. 2. FURNISH ALL LABOR AND MATERIALS /EQUIPMENT TO COMPLETE DEMOLITION AND REMOVAL OF ALL ITEMS AS INDICATED. 3. CONTRACTOR SHALL KEEP CONSTRUCTION AREA FREE OF DUST AND DEBRIS FOR THE DURATION OF CONSTRUCTION. 4. IF ANY QUESTIONS ARISE AS TO THE REMOVAL OF ANY MATERIAL, CLARIFY THE POINT IN QUESTION WITH THE ARCHITECT BEFORE PROCEEDING. 5. AT COMPLETION OF DEMOLITION WORK, THE CONSTRUCTION AREA(S) SHALL BE LEFT IN "BROOM CLEAN" CONDITION. ALL DEBRIS AND MATERIAL SHALL BE REMOVED. 6. ALL DEBRIS REMOVAL SHALL BE PERFORMED IN ACCORDANCE WITH BUILDING MANAGEMENT REQUIREMENTS AND PROCEDURES. 7• AS DIRECTED BY BUILDING MANAGEMENT, ALL DOORS, FRAMES, ITEMS, HARDWARE, MECHANICAL ITEMS PLUMBING FIXTURES, LIGHT FIXTURES (INCLUDING DOWNUGHTS AND FLUORESCENTS), AND SPECIAL EQUIPMENT SHOWN TO BE REMOVED, SHALL BE CLEAN AND FREE OF DEFECTS, PROTECTED, SAVED AND REUSED AS DIRECTED HEREIN, OR RETURNED TO BUILDING STOCK. 8. IN PARTITIONS TO BE REMOVED, REMOVE AND CAP ALL OUTLETS, SWITCHES, WIRES, THERMOSTATS, ETC., TO THEIR SOURCE. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING AND /OR REPAIRING ANY DAMAGE CAUSED BY HIM OR HIS SUBCONTRACTORS TO EXISTING CONSTRUCTION IN ELEVATOR LOBBY, PUBLIC CORRIDORS, RESTROOMS OR TENANT SPACES. REFINISH TO MATCH EXISTING ADJACENT FINISH, OR AS NOTED HEREIN. 10. NO EXISTING SMOKE DETECTOR, PUBLIC ADDRESS SPEAKER, FIRE ALARM BOX OR SIMILAR DEVICE, INCLUDING THE ASSOCIATED WIRING SHALL BE DAMAGED DURING DEMOLITION AND SUBSEQUENT CONSTRUCTION. RELOCATION OF SMOKE DETECTORS, PUBLIC ADDRESS SPEAKERS AND FIRE ALARM EQUIPMENT, NECESSITATED BY NEW CONSTRUCTION, SHALL BE ACCOMPLISHED AS A FIRST PRIORITY, AND PER THE PLANS. NO ACTIVE SMOKE DE .I kCTOR 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 UMITED 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 •TI "'.. IS MAINTAINED. .O� vn tkC `. 9° Or O ��® C Al* 9.0 X 000 �� B Crt‘l ... : . al rats ® ` ' ` ' 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 ( TO VERIFY W/ ENGINEER) OF ALL OUTLETS AND TAKE PRECEDENCE OVER ALL OTHERS U.N.Q.. 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' -D ", MAXIMUM, OR MOUNTED AT DIFFERENT HEIGHTS IF INDICATED. 5. FURNITURE, IF SHOWN, IS FOR REFERENCE ONLY AND IS NOT IN CONTRACT, U.N.O. 6. COORDINATE ALL WORK RELATED TO EQUIPMENT WITH MANUFACTURER'S RECOMMENDATIONS, SPECIFICATIONS AND INSTRUCTIONS. 7. ALL EXISTING AND NEW FLOOR SLAB PENETRATIONS FOR CONDUIT OR PLUMBING LINES SHALL BE FULLY PACKED & SEALED IN ACCORDANCE WITH THE APPLICABLE BUILDING AND FIRE CODES. 8. COORDINATE NEW ELECTRICAL WITH EXISTING, WHERE OCCURS. 9. UPON COMPLETION OF OUTLET LAYOUT, NOTIFY THE ARCHITECT. ARCHITECT SHALL SITE VERIFY ALL OUTLET LOCATIONS PRIOR TO COMMENCEMENT OF CORING OR OUTLET INSTALLATION. 10. FURNISH AND INSTALL ONLY UNDERWRITERS LABORATORIES, INC. (UL) LABELLED DEVICES THROUGHOUT. 11. INSTALL WALL MOUNTED OUTLETS 18 INCHES ABOVE FINISHED FLOOR, U.N.O. HEIGHTS SHALL BE DETERMINED FROM FINISHED FLOOR TO THE CENTERLINE OF COVERPLATE, INSTALLED VERTICALLY, GROUNDING POLE AT TOP, 12. MAINTAIN A 4 -INCH HORIZONTAL CLEARANCE IN ALL DIRECTIONS, MIN. FROM EDGE OF COVERPLATE, FOR WALL MOUNTED OUTLETS, OR FROM EDGE OF MONUMENT FOR FLOOR MOUNTED OUTLETS, WHEN ADJACENT TO A WALL, COLUMN, OR SIMILAR ELEMENTS, U.N.O. 13. INDICATED DIMENSIONS ARE TO THE CENTER OF THE COVERPLATE OR MONUMENT; CLUSTERS OF OUTLETS ARE DIMENSIONED TO THE CENTER OF THE CLUSTER, U.N.O.; GANG COVERPLATES SHALL BE ONE -PIECE TYPE U.N.O. 14. ELECTRICAL SWITCH AND OUTLET COVER PLATES, SURFACE HARDWARE, ETC, SHALL BE INSTALLED AFTER PAINTING AND /OR APPLICATION OF WALLCOVERINGS & CARPET SPECIFIED. 15. POWER /DATA /TELEPHONE REQUIREMENTS FOR OPEN OFFICE WORKSTATIONS TO BE PROVIDED WITH FURNITURE INSTALLATION DRAWINGS -BY OTHERS. 16. THE FURNITURE ELECTRICAL IS AN 8 -WIRE SYSTEM. ALL ELECTRICAL FEEDS TO ANY OF THE PRODUCT MUST BE IN AN 8-WIRE CONFIGURATION. 17. "H" INDICATES THAT AN OUTLET SHALL BE MOUNTED HORIZONTALLY. 18. VERIFY NEW FLUSH FLOOR OUTLET LOCATIONS WITH FURNITURE LAYOUT PRIOR TO INSTALLATION. 19. ALL SWITCHES AND DIMMERS SHALL BE LOCATED 46 �� ABOVE FINISHED FLOOR TO CENTER OF SWITCH U.O.N.. MULTIPLE SWITCHES AT ONE LOCATION SHALL BE GANGED TOGETHER AND FINISHED WITH ONE COVER PLATE U.N.O. OUTLET FINISHES: 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.D. 6. ALL SOFFITS AND CEILING HEIGHTS ARE DIMENSIONED FROM TOP OF FINISHED FLOOR TO BOTTOM OF FINISHED GYPSUM BOARD OR CEI LING 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 / H ANY/ALL FIELD CONDITIONS INCLUDING LUMINAIRES. . 12. INSTALL NEW LIGHT FIXTURES WITH PROTECTIVE FILM OR SIMILAR COVER OVER LOUVER, LENS, BAFFLE, ETC. TO AVOID FIXTURE SOILING OR DAMAGE. FIXTURES SHALL BE MAINTAINED CLEAN AND AS NEW. ALL LAMPS SHALL BE NEW AT PROJECT COMPLETION - RELAMP EXISTING FIXTURES. 13• CONTRACTOR TO VERIFY CODE COMPLIANCE OF EXISTING ACOUSTICAL CEILING GRID SYSTEMS AND ASSOCIATED SEISMIC BRACING RESTRAINTS. SYSTEMS FOUND NOT IN COMPLIANCE SHALL BE MODIFIED AND /OR NEW PROVIDED AS REQUIRED BY CURRENT BUILDING CODES (INCLUDING, BUT NOT UMITED TO; CURRENT IBC WALL MOLDING (2" ANGLE) AND SEISMIC SEPARATION JOINTS). 14. CONTRACTOR TO VERIFY CODE COMPLIANCE OF ALL EXISTING LIGHTING FIXTURES AND ASSOCIATED SEISMIC BRACING RESTRAINTS. FIXTURES FOUND NOT IN COMPLIANCE SHALL BE MODIFIED AND /OR NEW PROVIDED AS REQUIRED BY CURRENT BUILDING AND /OR ENERGY COMPUANCE CODES. 15. ALL EXmNG LIGHTS AND EGRESS LIGHTING LOCATIONS SHALL BE DETERMINED BY BUILDING AND FIRE INSPECTOR'S FIELD PLACEMENT DETERMINATION. 16. ALL SMOKE DAMPERS SHALL BE INSTALLED IN ACCORDANCE WITH IMC / IBC OR SUPERCEDING CODE. ALL FIRE DAMPERS SHALL BE INSTALLED IN ACCORDANCE WITH IMC /IBC OR SUPERCEDING CODE. $" � R 108th Ave H N - I T E C T S Suite 2250 Bel WA 980•: Bellevue, 1 e t Western - 5ui 450 Seattle, WA 98101 IOI tel [425] - 9200, fax 14 637 - 8200 - ��= �a���� ::::;r::,x:,, ..:....::...:.� _;,._ ..... ....... <;:.: >4: r< = = > ><: <� }° at8ct r ar = }, x- . =..::...,:. 12628 Interurban Ave. S. Floor One Design Team Design JPC Drawn DP Checked CP Date 02.06.08 JPC Project No. 08-100-0083 Revisions No. Date Descriptlat 02.21.08 Permit Issue Registration 1 Dimension Notes: DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS GOVERN. ALL PARTITION LOCATIONS SHALL BE AS SHOWN ON PARTITION PLAN. IN CASE OF CONFLICT NOTIFY ARCHITECT. PARTITION PLAN BY ARCHITECT TAKES PRECEDENCE OVER ALL OTHER PLANS. 2. ALL PARTITIONS ARE DIMENSIONED FROM FINISH FACE OF GYPSUM BOARD TO FINISH FACE OF GYPSUM BOARD UNLESS OTHERWISE NOTED. ALL DIMENSIONS MARKED "CLEAR" OR "CLR" SHALL BE MAINTAINED AND SHALL ALLOW FOR THICKNESSES OF ALL WALL FINISHES, U.N.O. 3. DIMENSIONS NOTED "CLEAR" OR "CLR" MUST BE ACCURATELY MAINTAINED, AND SHALL NOT VARY MORE THAN ± 1/8" WITHOUT WRITTEN INSTRUCTION FROM ARCHITECT. 4. DIMENSIONS MARKED ± MEAN A TOLERANCE NOT GREATER NOR SMALLER THAN 2 INCHES FROM INDICATED DIMENSION, U.N.D. 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 PARTmON LAYOUT, NOTIFY ARCHITECT. VERIFICATION OF THE LAYOUT i 0 BE PROVIDED BY THE ARCHITECT PRIOR TO PARTITION NSTALLATION. 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 S AME PLANE. 9. ALL DOORS SHALL HAVE r-6" CLR. ON STRIKE /PULL SIDE OF DOOR. VERIFY AND ADVISE ARCHITECT OF EXCEPTIONS PRIOR TD CLOSING OUT PARTmONS. Finish Notes: ALL AREAS TO RECEIVE CARPET AND BASE AS SCHEDULED U.N.O. 2. ALL AREAS TO RECEIVE RB -1 U.N.O. 3. ALL WALLS & PARTITIONS TO RECEIVE P -1 U.N.O. 4. PREP ALL EXISTING FLOOR SURFACES TO RECEIVE NEW FINISHES AS SCHEDULED. 5. PROVIDE PAINT APPLICATION APPROPRIATE TO THE SUBSTRATE TO WHICH IT IS TO BE APPLIED LL EXPOSED 6. AL GYP. BD. SURFACES, BOTH EXISTING AND NEW, ARE TO RECEIVE NEW PAINT PAINT FINISH. PROVIDE ONE PRIME COAT PLUS TWO FINISH INT FINISH. PREP ALL SURFACES AS REQUIRED FOR COATS 7. CHANGES IN FLOOR MATERIALS THAT OCCUR AT FRAMED DOOR . OPENINGS SHALL OCCUR AT THE CENTERLINE OF THE DOOR IN THE CLOSED POSITION. 8. ANY DECORATIONS USED SHALL BE NON - COMBUSTIBLE OR FLAME - RETARDANT TREATED IN AN APPROVED OF MANNER (CURTAINS, DRAPES, SHADES, HANGINGS ETC.) ' ) 9. ALL INTERIOR PARTITIONS, CEILING FINISHES AND TRIM OF PUBLIC AREAS TO COMPLY WITH CLASS 1 MATERIAL CLASSIFICATION; FLAME SPREAD RATING 0 TO 25, SMOKE DEVELOPED 200. ALL INTERIOR WALL AND CEILING FINISHES AND TRIM OF NON- PUBLIC AREAS TO COMPLY WITH CLASS 2 MATERIAL CLASSIFICATION; FLAME SPREAD RATING 26 TO 75, SMOKE DEVELOPED 450. 10. FLOOR COVERINGS OF PUBLIC AREAS TO MEET CLASS A INTERIOR FLOOR FINISH REQUIREMENTS; CRITICAL RADIANT FLUX OF 0.45 WATTS PER SQUARE CENTIMETER OR HIGHER, FLOOR COVERINGS OF NON - PUBLIC AREAS TO MEET CLASS B INTERIOR FLOOR FINISH REQUIREMENTS; CRITICAL RADIANT FLUX BETWEEN 0.22 WATTS PER SQUARE CENTIMETER AND 0.44 WATTS PER SQUARE CENTIMETER. 11. CARPET INSTALLATION TO MEET THE GUIDELINES OF THE CARPET AND RUG INSTI UE- "STANDARD FOR INSTALLATION SPECIFICATION OF COMMERCIAL CARPET , CRI 104 - 2002 EDITION. 12. PROVIDE FINISHED SCRIBE STRIPS AND FINISHED MILLWORK EDGES TO CREATE A FINISHED REVEAL CONDITION WHERE MILLWORK COUNTERS, CABINETS, ETC. ABOUT ADJACENT PARTITION CONSTRUCTION. ALL EXPOSED REVEAL SURFACES AND EDGES TO HAVE SAME PLASTIC LAMINATE FINISH AS THE CASEWORK ITEM THEY ABOUT. bo8ft oc/9 6283 REGISTERED ARCHITECT c a R STET OF WASHINGTON Keyplan .. . PROJECT -- ISOLATED GROUND- GRAY UPS- ORANGE ALL OTHERS- MATCH BUILDING STANDARD SWITCH FINISH: MATCH BUILDING STANDARD COVERPLATE FINISH: MATCH BUILDING STANDARD INCLUDES ALL COVERPLATES -POWER VOICE /DATA ( / ) Notes: Door OteS, 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 " MAXIMUM IN HEIGHT. PER ICC /ANSI A117.1 -2003 SECTION 404.2.4. 6. ICC /ANSI A117.1 --2003 SECTION 404.2.6. DOOR HARDWARE. HANDLES, PULLS, LATCHES, LOCKS & OTHER OPERABLE PARTS ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT IS EACH TO GRASP WITH ONE HAND & DOES NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST TO OPERATE. OPERABLE PARTS OF SUCH HARDWARE SHALL BE 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 DEILCTION 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. C. r ] ° J ' •• LOCATION L mmm.mm e � r I I I ww. ® � . . 1111111111111 J �'�"`+r -� , r Sheet Title General N ates Symbols F q g A • ; "` :' i FEB 2 2 2008 PE.6A? I "'LNTF' Symbol Legend: 2306 ROOM NUMBER REFERENCE DETAIL REFERENCE BUBBLE I - 10.3 Sheet. No. ( 2306 ) DOOR NUMBER REFERENCE. A REVISION REFERENCE a JDB NORTH REFERENCE KEY 1_103 INTERIOR ELEVATION SYMBOL (REFER TO SHEET KEY NOTES) ( / ) 1-0 .1 0 2008, JPC Anchitecs, PLLC r 0 0 0 0 0 0 0 0 b 0 m a m t m J PC RCHITECTS 601 108e Ave -Suite 2250 ,4 • F LIEBERT 15 TON AC UNIT #X LIEBERT 15 TON AC UNIT #X a VESTIBULE - _ T T -- 11 '�8 7i65y' 4_3'y2 ,�j s — .._ I i 11111 -- -- _ - i 283 1 (c(c) .Ol _al (c) 243 1 le .02 - - -,— of (c) .03 I 1500 Uri 1500 �� .05 .os m 15001 B 01 1500 MN S 1500 MTh ai 1 23 1 m GP DF .'pP .10 la 1 0'30 a 1 1i9§ 1p 1 Q.t I(c)y .13 .13 „ � (G) I • I Bellevue, WA 480•: 8 1201 Western Ave - Su 450 Seattle, WA 98101 tel [4251641 -9200, fax [42 637 -8200 n s at8it 12628 Interurban Ave, S. Floor One Design Team . D �� JPC � _ - - .. - • AXE , , , •. .... . ..• ` } !� — ► i � ■ ►; = , ► ` x _ VACANT SWITCH CONTROL ROOM 1500 s1 1f5 r -r— 1500 MO , 1500 UP= 15oa 1500 F 5, OTLRISL sem 1500_O IMO a 1 se LL*� motet 15 l �- 15_IQ1Y_ AC UNIT #X . '; LJEBERT 15 TON AC UNIT #X .01 .05 ,5151D ,500 15x0 ,500 tB60 - :10 - - ,500 1500 1560 ,500 �S3 y500 1560 .13 I ............ 1SE0 0 0 Reel IWO MS LIKSI IMOD L URN L O -��,�,, I I Tr _ _ — ..— — 1 102 SM005 woos 1 cPDF sM00s _ — ` _ - o 0 -- O 0 0 0 0 0 0 0 0 0 `` - - -- - - o --- - - - ''_ II u COMMON TR • L a 0 0 0 L DIST = 9 -1" 2 I = 44S 0 0 _ - 0 0 0 _ - -- 0 ' �__ I TOTAL TRAVEL _ r - J DIST = 95 -0" -6 - - - : I a O 0 0 _r 'TOTAL TRAY I p I , S T I TOTAL = 0 1 3• OCC. y - - ► i► Drawn DP checked CP Date 02.06.08 , W. TOIL ��- - - - - -- -- - - - - -- -- 0 0 — I I --- ............... -- ' M. T01 I { '►� -- - - - ~- - .� _ — ► -- - -- ;...4 _ --- -- -- - • -- --- - ► .- ►� ► --- _ ► -- --- — ► _ -- - - JPC Project Na. 08- 100 -0083 106 10 7 � ` ok , 1,X11 0 CI < < < 0 < < C � , < 0 < 4 < { < < { t < ri < 0 0 0 0 0 �.:y � V 0 0 0 n - -- I - _ I -- - 0 - Revisions No. Data Description BAT `B" ,OO BAT "A" ,DOA A �; 0 0 �.�, 0 _il 0 0 0 0 O -. 0 0 CI 0 �.y 0 V 0 V 0 0 0 0 0 0 0 - BAT "M" 100A-33 mo BAT "L` 100A- 33 am BAT `D" 1130A-53 MD BAT 'C" 100A RC " � � - - _ 02.21 .0$ Permit Issue 0 V -- --- - - ----. - _ BAT "0" 100A - 33 640 BAT "N` 100A - 33 UV BAT `F" ,DOA -3 Sff BAT ••�� 100A -33 SSE al BATTERY ROOM 113 * c 'R C 0 0 0 0 0 0 0 0 O' 0 0 0 III _ Ian I II ■ 0 _ _ - -_ _ --- -- - - - - BAT " 3 100A -33 Sal BAT "G" 100A -33 src 0 ® il - �1 - kl 1 J � { � — x# lwn Dd NO L .1 139 — - --- _ C . 0 ® 0 0 o_ _ - - - O O r j y a .. _1 n a BAT 'K' tOOA 33 BAT "J' 100A 1 I I ► ���♦ -•••• ► ••4 -7•7-74 .e♦ X4..74 44•47 *•a44•.a: w�•�+ :♦_41447. ► a. a - i s s.7 ♦ ► 4Wer•r►�.X�4 : �4: 4r+ . : ` — + + I. 1 i - ILEC SPACE t — CPA I104I ► • • • ► ! 4 ► 4 : ► 4 ► ■ ► � i ! 1 • • - -- - - - _ - ---- GENERATOR ♦ A , • + Y • 1 i a « + r ' • t • DUCT CHASE ' -- � • ►.�1 • 111 • El 0 1 ' j • Ci -. Registration do I +-- I! _ _ ' -_ ar I i i o 0 0 0 0 - - 'b - 0 O 0 _ _- 0 0_ --- 0 0 _ - III 7 ++ + REVIEVUE® FAR CODE COMPLIANCE ARCHITECT As C • • • PA - R • STAT OF WASHINGTON Keyplan 0 0 0 0 0 I 0 0 0 0 0 47 __ *� 4 •�T� a? al MAR MAR - 2008 C.O. GROUND B 0 . 0 0 0 I I I u - ^Or ~ -- �- --- - - - -_ - - _ - _ , } 1 P, FIRE RISER ROOM � � ��: 1 _ - • .. RECEIVING ROOM g - -' + - -- - --- - - � m 103 112 I City Tukwila • . ILDING ) 'VISION + ill 108 1 - _ I105I - _ _ - - - - - - -- - - - -_- _ J ELECT ROOM i _ - !i �� !1 !1 1 109 ( ;+ _�; +:; + +� _ 4_ + 4 , _ - - L-, i 6 I 0 o � X# 11Nn OV NOT 5 12330311 x# lINn 3V NOT 4 1x30311 ••41 ►� r 3 L OCATION UJP1 1i1 .4 tAP2 U)P3 � �',�'� - . -� '^�`�".:. a rr.rYM 7II //� . ,_ __ . 7- ......... -rsa . . -x wa ..:,,.,,.,..:..... , -cK. 3 , . r � ., mn�.�:��.: 1 �1 .. .... : ... .... .._.n:- -.rx.. xx ,• >:;.. ?..sn- s;r.- ,..r,:- - r-.- . —c-;:. . car- n.. /N EH :I i.ijfflII j Scale: 1/$ " =1' -0" 0 v ' Sheet Title Exit Plan & Code Summary =. „ m :.. -10 FEB 2 2 2008 PEPMi s Gc:NTF Sheet No. © 2008, JPC Architects, PLLC Legend. Key Nofies: Y 0 EXISTING DATA CENTER EQUIPPED WITH DOUBLE INTERLOCKED PREACTION SYSTEM FOR ORDINARY HAZARD. .15 GPM /S.F. OVER THE MOST HYDRAUUCALLY REMOTE 1500 S.F. MAXIMUM SPACING OF 130 S.F. PER SPRINKLER. 165 "F (MIN.), Y2 ORIFICE, STANDARD UPRIGHT SPRINKLER FOR AREAS WITHOUT CEILINGS. El= CicUvppoT L_DpiD Do 8 , 0 4 9 I- cs — I "COMMON PATH OF EGRESS TRAVEL IS LESS THAN 100 —0 75' -0" FOR NO QUICK RESPONSE OR NON SPRINKLED ( ) A5 ALLOWED FOR SPRINKLED BUILDINGS WITH QUICK RESPONSE HEADS, PER 2006 IBC 1014.3, EXCEPTION #1. "TOTAL EXIT ACCESS TRAVEL DISTANCE” IS LESS THAN 300' -0" (200' -0" FOR NO QUICK RESPONSE OR NON SPRINKLED) AS ALLOWED FOR SPRINKLED BUILDINGS WITH QUICK RESPONSE HEADS. m x U z a cc 7C VACANT SWITCH CONTROL ROOM I 102 I r 8 BAT 'N' 100A -33 era BAT '0" 100A -33 6,0 ,.SW rarer avo- iva a a .n arri • • Pri • • • • • ..:are��:ecx�ss FIRE RISER ROOM 108 ELECT ROOM 1 109 I BAT "L" 100A -33 831 BAT 'N' 100A -33 634 BATTERY ROOM 113 ' FRC f I AT `B` BAT T 1000 -33 100033 BAT 100A -33 5W BAT 100A -33 56F BAT 'H' 100A -33 66.1 BAT 'K" 100A -33 scs 233 233 RECEIVING ROOM 1 105 I a L UP= Meal L?(I LIMB a 52 a a a a 0 a a a a a U w w a 2060 2060 2060 2080 2080 2080 2080 2080 2080 2080 2080 2080 • 1500 1560 1500 1500 1560 1500 1500 1560 1500 L71 Ltl L7 L71KM L *a> a LIMO IMMO LIM 1500 1580 1500 1500 1560 1500 1500 1550 1500 233 1500 1580 1500 L71M IMO a�aee LIM SUM L *Kie L7 LYON a Leal a L1las • • • BAT "C" 100A -33 53a BAT 'E' 100A -33 55E BAT 'G' 100A -33 sic 100AT 33 50 UEBERT 15 TON AC UNIT #X 1500 1500 1580 1500 1500 233 I C! 0 LIEBERT 15 TON AC UNIT #X 52 1500 1560 1500 SR 1726 1170 b • x# 11Nn OV NOl 54 1J383H b x# lINn OV NOl 94 1a38311 CV N TYP ILEC SPACE I103I x# 1wn �V NOl 94 1a383f1 • LIEBERT 15 TON AC UNIT #X CPA 104 4 I I I /Nk Floor Plan Scale: 1 /4 " =1' -0" GENERATOR 1 112 I • • • • ■=1•11IN :K ;47;+x• :: Sf ax. =:, :444:7„ ;...d: 1 rir *� ♦_:674741.47 • 4 .c A WW1 P:4147•14.7•7 - 74.742TC - 747:41747474T•74— '4471�*r0: +1 •Aim £ .4614 7•T£f4. .4•r+1:•7• 4 * 4 T4 .7447.Er .� 7•747•7•7#•� • . ► . ■ 4 DUCT ,, • ai CHASE 4 2 LI 41 ,i7I ill ' a� iir ■f Oi y • Pi Pi u . i al A, si Lii ti • I ►' 3 • • i N 4 ., • ti.- rvara:.z• Key Notes: • EXISTING EQUIPMENT RACKS AND STANCHIONS TO REMAIN. O NEW RF SHIELDED ENCLOSURE. REFER TO VENDOR GENERAL DETAILS ON SHEETS 1 -9.1 & 1 -9.2. PROVIDE TWO NEW CIRCUITS TO ENCLOSURE, (1) 120V AND (1) 240V. O EXISTING FLOORING, CEILING AND LIGHTING TO REMAIN AS –IS. ® NEW SPRINKLER HEADS DROPPED IN THE RF SHIELDED ENCLOSURE WILL BE SUBMITTED UNDER SEPARATE PERMIT. O RACP / FOR THE RF SHIELDED , 2.9. F}OG) 1RR- A ® _.PROUD' O.SECUR -T F SHIELDED ENCLQSURTO,'THE. EXISTIN ELOORIN ±.1 •LOCATIONSIT EFER :Ta; DETAIL X16 /I 2. O 36" ALUMINUM RAMP ASSEMBLY PROVIDED BY TENANT. SEE MANUFACTURER PROVIDED DETAIL 6/1 -9.2 ® ALL EQUIPMENT (INCLUDING NEW RF ENCLOSURE) TO BE GROUNDED AT THIS GROUND BAR LOCATION. CONTRACTOR TO MAINTAIN RATING AT ALL PENETRATIONS. Partition Legend: EXISTING PARTITION /CONSTRUCTION TO REMAIN offiltzEgmEng EXISTING SHELL & CORE WALLS Symbols Legend: MAR - /1 2008 REVIEWED FOR CODE COMPLIANCE APPROVED City Of Tukwila EUILDIN DIVI ION F.E.C. BUILDING STANDARD FIRE EXTINGUISHER CABINET (OR SPEC) PROXIMITY CARD READER Dab 099 JPC R HITECTS Design Team 601 108th Ave N - Suite 2250 Bellevue, WA 980 1201 Western Ave - Sul 450 Seattle, WA 98101 tel [425] 641 -9200, fax [42 637 -8200 12628 Interurban Ave. S. Floor One Design Drawn Checked Date JPC Protect No. JPC DP CP 02.06.08 08-100-0083 Revisions No. Date Description Registration Keyplan EB 02.21.08 Permit Issue at &t REGISTERED ARCHITECT 6283 CHAR i PA STATE • F WASHINGT PROJECT LOCATION .. � . ® � I I I I Ij � --� Sheet Title Floor Plan I -3.1 B no D FEB 2 2 2008 PERM ii 0NTER Sheet No. © 2008, JPC Architects, PLLC z 0 DEI Shielded Enlcosure by ETS Lundgren Scale:nts Scale:nts 2 40' 40' '•'; . . . : • • : ' RF ENCLOSURE CEILING PLAN ::. • . • .:.: • • •' ::•:,•,'.•• • ;; . .. .. . . ••• • .•• •-• . ... . ::::• 1 0"x10"xl " LIGHT PAD (2 PL) 5'*x5" SPRINKLER MOUNTING PAD (1 PO 12" x 12" W.G. AIRVENT (A') DEI Shielded Enlcosure by ETS Lundgren CO.rrfidpntial ,property of Et'Ltridgren Not to be clod others, 'or :used for any purpose except as auth orized in wr1tihg by Etsr-Lintlgrert DATE A 2/13/05 .:) .eSco rechnologle$ Company 1391141:4•Por tan! regaekatil; ABB W-& OW MZS GiMaTte. 40 Qr. eeed•URY1 Pe'REI*K5,6 I fow 619107.221:0 434307.7571 4:•• DRAWN BY: DESCRIPTION ADDEO 1" W.G. BR PENT. SPRINKLER DATE: 1 /28/08 ..••• . . I :: IIII I .. I i I:. CHECKED BY: PROJECT: AT&T SCALE: 1 /7" CHKD • • . . • . • ....... • . .. " : . .. ... ...... :;::: • DEL SHIELDED ENC OS RE 'MODEL 14 COPPER SCREEN JOEI NO 31201 RF2 A•!• 41 7'-0 1/2" 0,A, RF ENCLOSURE • • . .. . ....... , . .. ::•• ...... : ; . . ........ ................ 1, 41 CD - r7) N . ... 41 . 1/4P „• • . . .. . ... ... „:: . ..... . ... . . . . . . . . „ .. •.:. ... : •• , : „ . .. .. . • • . . • : . ' RE Confide/140f Ploperty of Es-tindgren Not to be -rUSlosed to others, or Used for any • purpose U as ruth- • Orfzed in. writing by Ets-tinctgren „•,:, '1 . . A Mo..RIC OR PART NO. A D H J DATE 1/30/08 2/13/P8 •DESCRIPTION . . . ADDED RAMP IN BOM (TYPO ERROR) ADDED r w.c. 8R PEW. SPRINKLER SCHEDULE AhrvoR BILL OF MATERIALS seE ANO/OR DESCRIPTION CUANTilv 12" X /2" W.G.AIR VENT B 12" x 12" W.GAIR VENT C GROUND. STUD E2030-2C FUER BRASS CONN, PLATE 15 1/2"x 15 1/2% 3/16" 1" W.G. BR PENT, 201189 RAMP ASSY INCANDESCENT LT: FIXTURE ETHER-FOIL 10/100 FILTER ITS•UNDGREIT Att ESCO TechnOlogras Company Cao.*. rA. Aisel 44 0, P fayspa.we.o.of frywr4k gm* fun kW-W-7We =WWI FA. DRAWN SY: _ CHECKED BY: 1 . RF2 1 RF3 • RF3 2 RF3 1 2 NOTES: -L SHIELDING MATERIAL; OUTER SHIELD: COPPER SCREEN INNER SHIELD; COPPER SCREEN 2. VFW._ FLOOR TILE 3. 3'x r DEI PERSONNEL DOOR 1/28 /08 s:ALE; /7. REFERENCE DWG. NO RF3 RF2 RF2 RF3 AT&T SPRINKLER 50 WATI" BY CHK.D 30 AMP 2 WIRE FOR 12"x12 C.O. D.E.I, SHIELDED ENCLOSURE MODEL 14 COPPER SCREEN 1=;k6,ion JOB NO 31201 REV: 0 DEI Shielded Enlcosure by ETS Lundgren Scale:nts . " :; . . .... LIJ . oa . . .. . , ,; ; '•:: ... . ...... ... . : ... . ....... • • • . • • • . ..... , . . . . . . ; , •:; ...; ,•• , . ...... PANEL et' . .. , - 1 2 :: • . . . I•• ; • ... .. • • :II; .. ; . ;;.: . . ....... ......... .. . ............ I ::"::":" . ... :„ ........... ::::„ ... ... ............. ....... ....... ... . ; . • • • ' ;I „ ;I: • ::::::. ..... . ... : . . . . RE: ENC P/L FILTER (2 PL) E2030-2C GROUND STLiD ER-FOIL 10 FILTER (1 PL) 5-1/2x1 BRASS PLATE 12 12"c.o_ • ...... , „ ... . , , • . ". . • IP'''""""'• . ,• •"••• - III; ..... ; ..... .. . „ . : . . .. „:: .: ...... „:„.„, ............ „: . • DE1: OR ASSY 3x7o : .. FERSONNa DOOR .. . • • • AIR YENT • . •• • ..... ,;;;;;•; ; ;; . .... • 0 DEI Shielded Enlcosure by ETS Lundgren Scale:nts •• . : .... ::::,••:: CDmdenticCl Property of • •AO.:,,be''OrSpriaSed: to thers.,• used for ony pw . : • as . aUtki•-• pri7.40 n writi .b . : •• .. . „ • • . •• ••• . . • • •.: . • • •• ••...•• .•• •": . . . . . . . ......... . ................ . . , . „ . , . . . . . . . . . . . ......... . • . ...... . . ........... i•,• : ..... .. .. ......... ........ ..... WAVE •.GIJIDE • ' . . • . ' ....... . •-. . . LOSURE . WALL ELEVATtC)N DATE DESCRIPTION RF3 • :..1in:E8p rectinotogre Company . • .• • • ; cerioir. *t2 .. 5 IXLZ il,iO44-cro Oiggq.gitia ..01irt C.c#,A.7„ q;‘?%0.4 40 :05-347.77G3 44l47:79,1 • 44 . ..... , 1 8 1 " I : .... . . .. . •:::::•:. • .. .. • • .. : : : . .. : . . :11S*LINDGREIT PROJECT AT&T • ..... . ..... ....... BY . • . . """. . ...... :•• . . . :" ' ' . . • . • .... .. . . . • . . . RE : ENCLOSURE WALL ELEVATION: D.E.]. SHIELDED ENCLOSURE MODEL 14 COPPER SCREEN CFIKD .)013 NO 3.1201 . DRAWN BY: j CHECKED- BY REV DA 1 / -1 - 6 /- .1/7" 1'-O" F3 I TE: • REVIEWED Foi. CODE COMPLIANCE APPROVED MAR 4 2008 City Of Tukwila BUILDING DIVISION •e; OP JPC RSHITECTS 12628 Interurban Ave. S. Floor One Design Team Design Drawn Checked Date JPC Project No. Revisions No. Date 02.21.08 601 108th Ave NB- Suite 2250 \ Bellevue, WA 980 1201 Western Ave - Su 450 Seattle, WA 98101 tel [425] 641-9200, fax [42 637-8200 JPC DP CP 02.06.08 08-100-0083 at&t Description Permit Issue Registration WeefeWEINWI &manmade. 6283 ...7 1,1111 BE B9 . BEI IBB REGISTERED ARCHITECT CHART E RS STATE OF WASHINGTON Keyplah 1-9.1 PROJECT LOCATION @ 2008, JPC Architect% PLLC fr Sheet Title RF Enclosure Cut Sheets FEB 22 2008 PER M iT CLNTER Sheet No. ----------- 10 1 /2" 0,A. RF ENCLOSURE 40" G.C. 4 0 - C.C. ----- 95" 4" 0,A. RF _ENCLOSURE . - „., , Date/Time: 2/19/ Authon DALE PRIOR RADIO FREQUENCY SHIELD OR A !ITC: liT i \ I 6: [ 12628 Interurban Av. South 'Tukwila WA 98168 REY ' "T'ATE. DE:bCRIPT1ON . ' . : ' . . . . .. . - .:: e.y! 'f izEciwic,Ancri A to c sEcnobt cciamr..A/io,tc / . 0 i pFAt. TR.; . . . f t" -- --------- tkm -tEit ' l'---Pfat `Alit s...e., 5 • , Ez i ( ,..., - s H i . s iw , o , grin :t 1•,,k44 -- onk. is moofc,, ' "... Wi•FERE StCTION 1S MEN azoi 170cm-a , 5E,C I ION $r.ubAAn oEta •ixL.'; : 1 f c $ „. .. 1 1 r _.,..., 3 2....72, ,_, , ..A . 1 NCTIT OP AF7EA. , MAUR 14.011; NO. A z MION . E • LTt (RF..) 4E , r 3-SK:114 PRF IN: LA REQui 1. ri s-t Isirr E•tc-: W Si IPP I). COMPL ETE FNCI 0 AS SHOWN ft Kit EOM. 2. THE ERECTION $nE MI' ST SE ENCLOSED AND CLIMATE CONTROLLED. THE FLOOR ()N WHICH THE SHIELDE„D ENCLOSURE IS Tp BE INSTALLED !LIST EIE LEVE1_ TO -11/8" OCR 10 :F THE FOUNDATIO HALL N SLAB S RE FREE OF STANDING WATER AND/OR MOISTUE. TO ENSURE RE ENCLOSURE MOUND aATION. FAIURE, TO CONTROL THE MOISTURE, WY vrERIORATE THE GROUND ISOLATION GHARACTERISTIOS UPON ESTABLISHING SPECIFIED GR4)11ND ISOLATION, IT IS THE RESPONSIRLITY OF THE GENERAL CO41RAC 10 ENSURE ISOLATION IS mAINTAINED. 4 , THE PARENT ROOM - STRUCTURE SI IALL a. soumE, PLUMB AND TRUE, TO THE DIMENSIONS PROVIDED TO ETS- LINDGREN. 5, FAI4.ATION CLEARANCE BETWEEN RF i?..00t,4 & PARLN1 WALL & CEILING (5 SIDES) WILL BE 18' FOR STD. INSITX ; OU1SILIE BOLTED ENCLOSURE, 2' FOR NS' E WL7E0 ENCI.OSURE. 5. AIL PENETROONS (PIM, WIRNG,, % E10.) REQUIRE DIEiCTRC CONNECIORS PROVIDED BY ETS-LINEIGREN. CONNECTION Ere OTHER S. 7, TEMPORARY ELECTRICAL POWER, 1 I5V, SINGLE PHASE FOR POWER TOOLS, ts REouRa: FOR INSTAU,ATION OF THE RF ENCLOURE. 8. FINAL ELECTRICAL CONNECTIONS ANp ACCES'S REQUIREMENTS TO II* RE POWER FUER SHALL COmPL'''' wrTH Lock, COOPS. ELECTRICAL SCHEMATICS WILL BE PROVIDED UPON REQUEST 9. HVAC CONNECTIONS TO THE RE ENCLOSURE SHALL DE EASTENE.0 TO A DIELEOTRIO COLLAR PROVOLD In EIS- UNOGRIN _Oit GROIIND COI*NECTION 10, FINAL aU TO THE RE ENCLOSU: f.'47;Our4O STUD 5141,1:c COMPLY Vir71 LOCAL COES. I I IF ANY PE COMPONENTS ARE DAMAGED AF THE INETALIATION CREW HAS COMPLEILD THE RI VERIFICATION TEST, CONTAY.IT ETS-LiNOGREN FOR INSTRUCTIONS -NPR RLPAIR ScHEDuLF,, 12. NO PENETRATIONS THROLIGEI THE HE SHIELD ARE ALLOWED S A RE WAVECUIDE OR RF FILTER. II AU DIMNSIONS ARE FINAL ON THIS LAYOUT UNLESS NOTED OTHERWISE ON THE RETURNED srr or APPROVED RE DRAWINGS. SH.Pi & I:TU F‘,/: ' , 1, ijNLOADING / INSIDE DELIVERY TO INSTALL SITE IS NO Ite...LUDED IN THI6 ORDER. 2. LOADING DOCK IS REQUIRED FOR DELIVERY. ir LOADING COCK Is NOT AVAILARI.EL CUSTOMER TO ARRANGE FOR LFI GATE DELTVERY THROUGH CIARRIER AI ADDITIONAL OI-IARDE, 3, ADEQUATE DRY ST(RAGE. AREA sHAJJ_ 8E Pnyte_YED ADJACENT' TO ERECTION SITE FOR RE t'.IOMPOIllk/TS, 1AATERIAL Ad RELATED EQUIPMENT DIJRING INSTALLATPON. THE AT'-'PROXIMATE STORAGE. AR.EA REQUIRED. IS 2oft, k 20n„ NSTALLATION SCHE.DULE 1. SNIEID INSTALLATION S 5-8 hrEKs AFTER DRAWING AP 2.. ETS-LINDOREN HAS AN ONOOINQ PRODUCT EMPROvEMENT PROGRAM. AS A RESULT, if RESERVES THE WWI TO CHANGE SPEc■FicArroto$ AND DETAILS WITHOUT NOTICE ANY ITEM(S) AND/OR QUESTIONS NOT COVERED ABOVE OR ON THE ENY..1...OSED SHIELD SHOP DRAWINGS SHOULD BE DIRECTED TO ETS-LINDOREN APPLICATIONS INDUSTRIAL -ENGINEERING DEPARTMENT AT (530) 307-7200. .. . , ,;;:., .. ,., . .,,,,,-,-...,..... I'li,V1,....,....,*( ABBREVIATIONS SPECIFIED A 7 • r ' MON't FINISH FLOOR L.F:AR -, FLR F 50 N.La „ , NoT p N,T,S, „ „,-,.„... ..... . , NOT 70 SCALE oi,_ IiI AL R F ... ... ......... .RADIO FRMUENCY mci, „,,,,.....,.. RA, SA. ...., ... , . ....„.. ....... , .$L1FIPLY AIR sTa. - .. .STANDARD I.I.O.S. ... kil.t.ESS OTHERWISE. w.G. . , , !,:: =/ UNDER No CIRCA! MSTANCE CAN ANY comopc IAATERIAL COME IN CONTACT VOTE; TI-IE EXTERIOR OF ThE ENCLOSURE STRucTURAL sYsTEM OF rt- S ROOM. . . . „ . , . ....:. , , . * AY DUCT OR PIPE WORK (INC:LUDING niCIRIC,'AL CC-NDurr) MSI LiEL BROKEN WITH A DIELECTRIC OUTSIDE THE SHIELD, AND PASS THROUGH A wAvrctitor OR FICF AT THE PENETRATION POINT. * THE AREA TO BE SHIELDED MUST BE KEPT /00151 BE.FORE, DURING, ?;ND AFTER THE ;CONSTRUCTION OF THE SHIELD, 4 ' SIZE OF THE GROUNDING WIRE sHoul.b AT LEA ST BE EQ.u.AL 10 THE LARGES.T WIRE USE ; N THE E /CLOSURE, „ , : • :---.:.• .' -:':: -::::.::, . .-:::-.:--,:.. . :. .:.' .. C.,,AJ.,;', ,-'1%..:Ipl.ri±, .-;" 1 ...." , 0:_o + t ,,, !W ,1 ,:-•... oim.:^3r■,. ;' 1-0 f'14 ..::': ...4,..'" .1 •r.. `. -e;, D r.1. 1 9 ''''''' -.' '' 7 ' : M.01,rj An Escp 'Tech's:drives Company . • ' •••1' • ; .-' ' , .• • : l':J+' ::: ; .'.'.,t ....,:, ' . „_. , - ..„; , .d'- . 1 • • A , ! q 1,1 : . . 9 .. ' . '. ... I . ' ' fl•Fi„ ,:p,y,...! E _ : ,..,,,■. 1 /7 R 1081" .1:•,...,4,1.4 Ntw SH■ELDFJ) ENCLOSURE. 1 4 COPPER - - . • ,' • :: . .• ' • ;6 , g „ . 4.; •:, ' :. • • 1 ," • : : - ::::" ..: SCRIEN ;1(5 - . • .. ' fl r'') 1 • ,,,? ' 4 4 ',_./ 1 • . . .;&,'..,^ z 0 DEI Shielded Enlcosure by ETS Lundgren Scale:nts Scale:nts 2 40' 40' '•'; . . . : • • : ' RF ENCLOSURE CEILING PLAN ::. • . • .:.: • • •' ::•:,•,'.•• • ;; . .. .. . . ••• • .•• •-• . ... . ::::• 1 0"x10"xl " LIGHT PAD (2 PL) 5'*x5" SPRINKLER MOUNTING PAD (1 PO 12" x 12" W.G. AIRVENT (A') DEI Shielded Enlcosure by ETS Lundgren CO.rrfidpntial ,property of Et'Ltridgren Not to be clod others, 'or :used for any purpose except as auth orized in wr1tihg by Etsr-Lintlgrert DATE A 2/13/05 .:) .eSco rechnologle$ Company 1391141:4•Por tan! regaekatil; ABB W-& OW MZS GiMaTte. 40 Qr. eeed•URY1 Pe'REI*K5,6 I fow 619107.221:0 434307.7571 4:•• DRAWN BY: DESCRIPTION ADDEO 1" W.G. BR PENT. SPRINKLER DATE: 1 /28/08 ..••• . . I :: IIII I .. I i I:. CHECKED BY: PROJECT: AT&T SCALE: 1 /7" CHKD • • . . • . • ....... • . .. " : . .. ... ...... :;::: • DEL SHIELDED ENC OS RE 'MODEL 14 COPPER SCREEN JOEI NO 31201 RF2 A•!• 41 7'-0 1/2" 0,A, RF ENCLOSURE • • . .. . ....... , . .. ::•• ...... : ; . . ........ ................ 1, 41 CD - r7) N . ... 41 . 1/4P „• • . . .. . ... ... „:: . ..... . ... . . . . . . . . „ .. •.:. ... : •• , : „ . .. .. . • • . . • : . ' RE Confide/140f Ploperty of Es-tindgren Not to be -rUSlosed to others, or Used for any • purpose U as ruth- • Orfzed in. writing by Ets-tinctgren „•,:, '1 . . A Mo..RIC OR PART NO. A D H J DATE 1/30/08 2/13/P8 •DESCRIPTION . . . ADDED RAMP IN BOM (TYPO ERROR) ADDED r w.c. 8R PEW. SPRINKLER SCHEDULE AhrvoR BILL OF MATERIALS seE ANO/OR DESCRIPTION CUANTilv 12" X /2" W.G.AIR VENT B 12" x 12" W.GAIR VENT C GROUND. STUD E2030-2C FUER BRASS CONN, PLATE 15 1/2"x 15 1/2% 3/16" 1" W.G. BR PENT, 201189 RAMP ASSY INCANDESCENT LT: FIXTURE ETHER-FOIL 10/100 FILTER ITS•UNDGREIT Att ESCO TechnOlogras Company Cao.*. rA. Aisel 44 0, P fayspa.we.o.of frywr4k gm* fun kW-W-7We =WWI FA. DRAWN SY: _ CHECKED BY: 1 . RF2 1 RF3 • RF3 2 RF3 1 2 NOTES: -L SHIELDING MATERIAL; OUTER SHIELD: COPPER SCREEN INNER SHIELD; COPPER SCREEN 2. VFW._ FLOOR TILE 3. 3'x r DEI PERSONNEL DOOR 1/28 /08 s:ALE; /7. REFERENCE DWG. NO RF3 RF2 RF2 RF3 AT&T SPRINKLER 50 WATI" BY CHK.D 30 AMP 2 WIRE FOR 12"x12 C.O. D.E.I, SHIELDED ENCLOSURE MODEL 14 COPPER SCREEN 1=;k6,ion JOB NO 31201 REV: 0 DEI Shielded Enlcosure by ETS Lundgren Scale:nts . " :; . . .... LIJ . oa . . .. . , ,; ; '•:: ... . ...... ... . : ... . ....... • • • . • • • . ..... , . . . . . . ; , •:; ...; ,•• , . ...... PANEL et' . .. , - 1 2 :: • . . . I•• ; • ... .. • • :II; .. ; . ;;.: . . ....... ......... .. . ............ I ::"::":" . ... :„ ........... ::::„ ... ... ............. ....... ....... ... . ; . • • • ' ;I „ ;I: • ::::::. ..... . ... : . . . . RE: ENC P/L FILTER (2 PL) E2030-2C GROUND STLiD ER-FOIL 10 FILTER (1 PL) 5-1/2x1 BRASS PLATE 12 12"c.o_ • ...... , „ ... . , , • . ". . • IP'''""""'• . ,• •"••• - III; ..... ; ..... .. . „ . : . . .. „:: .: ...... „:„.„, ............ „: . • DE1: OR ASSY 3x7o : .. FERSONNa DOOR .. . • • • AIR YENT • . •• • ..... ,;;;;;•; ; ;; . .... • 0 DEI Shielded Enlcosure by ETS Lundgren Scale:nts •• . : .... ::::,••:: CDmdenticCl Property of • •AO.:,,be''OrSpriaSed: to thers.,• used for ony pw . : • as . aUtki•-• pri7.40 n writi .b . : •• .. . „ • • . •• ••• . . • • •.: . • • •• ••...•• .•• •": . . . . . . . ......... . ................ . . , . „ . , . . . . . . . . . . . ......... . • . ...... . . ........... i•,• : ..... .. .. ......... ........ ..... WAVE •.GIJIDE • ' . . • . ' ....... . •-. . . LOSURE . WALL ELEVATtC)N DATE DESCRIPTION RF3 • :..1in:E8p rectinotogre Company . • .• • • ; cerioir. *t2 .. 5 IXLZ il,iO44-cro Oiggq.gitia ..01irt C.c#,A.7„ q;‘?%0.4 40 :05-347.77G3 44l47:79,1 • 44 . ..... , 1 8 1 " I : .... . . .. . •:::::•:. • .. .. • • .. : : : . .. : . . :11S*LINDGREIT PROJECT AT&T • ..... . ..... ....... BY . • . . """. . ...... :•• . . . :" ' ' . . • . • .... .. . . . • . . . RE : ENCLOSURE WALL ELEVATION: D.E.]. SHIELDED ENCLOSURE MODEL 14 COPPER SCREEN CFIKD .)013 NO 3.1201 . DRAWN BY: j CHECKED- BY REV DA 1 / -1 - 6 /- .1/7" 1'-O" F3 I TE: • REVIEWED Foi. CODE COMPLIANCE APPROVED MAR 4 2008 City Of Tukwila BUILDING DIVISION •e; OP JPC RSHITECTS 12628 Interurban Ave. S. Floor One Design Team Design Drawn Checked Date JPC Project No. Revisions No. Date 02.21.08 601 108th Ave NB- Suite 2250 \ Bellevue, WA 980 1201 Western Ave - Su 450 Seattle, WA 98101 tel [425] 641-9200, fax [42 637-8200 JPC DP CP 02.06.08 08-100-0083 at&t Description Permit Issue Registration WeefeWEINWI &manmade. 6283 ...7 1,1111 BE B9 . BEI IBB REGISTERED ARCHITECT CHART E RS STATE OF WASHINGTON Keyplah 1-9.1 PROJECT LOCATION @ 2008, JPC Architect% PLLC fr Sheet Title RF Enclosure Cut Sheets FEB 22 2008 PER M iT CLNTER Sheet No. ----------- 10 1 /2" 0,A. RF ENCLOSURE 40" G.C. 4 0 - C.C. ----- 95" 4" 0,A. RF _ENCLOSURE . - „., , Date/Time: 2/19/ Authon DALE PRIOR DATE R, .VS ..::1 . : (P/ OVIL' D V/1it -t P4lV P) • Contideritia{ property of .. .Undgren R F. Eoclo5ures. Nqt;: " to b ; di'scibsed to'' thhecs. or used for an a y'' e ce uth - .'; P ub x t ?x G .. p oozed trt wntifl by tin- • Eh i4Stltey. lnp.. r, 0 DEI Shielded Enlcosure by ETS Lundgren Scale:nts �.. F 'IYT$E'Fi' :: : r K a - 4 7 fr: DATIM g u f : .• : dOQ 1-11GFt 0FtGF?EBLU GLENDALER1EIGI-ITS, iL o130 ,12(3tt7:720¢ • f)12,; f s rrr~r€sar .4LOMl )IJ �/ OV A&Li 4M 5S JOB N.t7e .......... 866(i- SUB-FLOOR • A PANEL OUTER SHIELD ALA • . "x 12, STEE A�f ' (LT (2 PL) GE 601 108th Ave N - Bellevue, WA 980 1201 Western Ave - Su Seattle, WA 98101 C aTTE ' A — '? STAT OF WASHING Registration Sheet Title PERMIT UENTEb