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HomeMy WebLinkAboutPermit D08-361 - INTER-TEL - WALLS14240 INTE INTER -TEL EXPIRED 03 -04 -09 D08 -361 RBAN AV S Tenant: Name: INTER -TEL Address: 14240 INTERURBAN AV S , TUKWILA WA Contractor: Name: CHASE CONTRACTORS INC Address: FO BOX 1826 , RENTON, WA 98057 Phone: 206 - 285 -2592 Contractor License No: CHASECI086J2 doc: 1BC -10/06 Cit Il f Tukwila 0 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tulcwila.wa.us Contact Person: Name: JHOAN STABBERT Address: 601 108 AV NE, STE 2250 , BELLEVUE WA 98004 Phone: 425 641 -9200 X 353 DEVELOPMENT PERMIT Parcel No.: 3365901881 Permit Number: D08 -361 Address: 14240 INTERURBAN AV S TUICW Issue Date: 08/14/2008 Suite No: Permit Expires On: 02/10/2009 Owner: Name: DBSI FAIRWAY LLC 519999 Address: C/O DDRS TAX DEPT , 12426 W EXPLORER DR #100 83713 Phone: DESCRIPTION OF WORI {: DEMOLITION OF EXISTING INTERIOR WALLS CONSTURCTION OF NEW INTERIOR WALLS Value of Construction: $170,000.00 Fees Collected: $2,931.60 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2006 Type of Construction: VB Occupancy per IBC: 0008 * *continued on next page ** Expiration Date: 04/22/2010 D08 -361 Printed: 08-14 -2008 Public Works Activities: Channelization / Striping: I1 Curb Cut / Access / Sidewalk / CSS: N City 1ITukwlla Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Permit Number: D08 -361 Issue Date: 08/14/2008 Permit Expires On: 02/10/2009 Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Dra:nage: Street Usc: Profit: N Non - Profit: N Water °.'.a :n Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construc or the performance oof work. I am authorized to sign and obtain this development permit. 4 Signat :e: . iii ( '�"� Date: ` ° Print Name: 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 -10/03 r Wit2R- Date: lI t M — v D08 -361 Printed: 08-14 -2008 0 City of Tukwila Parcel No.: 3365901881 Address: 14240 INTERURBAN AV S TUKW Suite No: Tenant: INTER -TEL 1: * * *BUILDII: C 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 - 361 Status: ISSUED Applied Date: 07/03/2008 Issue Date: 08/14/2008 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: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 6: Partition v.• •' s that are tied to the ceiling and all partitions greater than 6 feet in height shah be laterally braced to the building structure. 7: All constr _:ion shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 8: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirz.nr'rt. 9: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the Internaticr.al ^• Code and the Washington State Ventilation and Indoor Air Quality Code. 10: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 11: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (2 "C -431- 3670). 12: 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 cf 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 v':id. The issuance cf a permit based on construction documents and other data shall not prevent the Building "i - from requiring the correction of errors in the construction documents and other data. 13: * * *Fl.^.?: CrPARTr.1ENT CONDITIONS * ** 14: The att•ach.c•d set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following c doc: Cond -1 "I(": D08 -361 Printed: 08-14 -2008 ID 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: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is net more than 5 feat (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceerl'ng 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clea raace between the floor and the bottom of the installed hand - held extinguishers shall not be less than 4 inches (102 mm). (IFC 006.7 and IFC 906.9) 16: Fire e_xtir shers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 17: Extingui:1-ers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These: t ecations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 18: Doors shall swing in direction of egress travel where serving an occupant load of 50 or more persons or a Group H occupancy. (;!'r' 1002.1.2) 19: Egres-= do - '•s shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008 1 8 : • subsection 2.2) 20: The pr,th c.` egress travel along a means of egress shall not be interrupted by any building element other than a means of egress coml- as specified in this chapter. Obstructions shall not be placed in the required width of a means of egress e:• :c 'al ejections permitted by this chapter. The required capacity of the means of egress system shall not be diminished a :or:0 the path of egress travel (IFC 1003.6) 21: Dead bol are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged f:•a.n inside the tenant space. (IFC Chapter 10) 22: Exit hardware and marking shall meet the requirements of the International Fire Code. (IF'C Chapter 10) 23: Door har - :l is, 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) 24: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. ]\c^m-:;r. :o exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not ira:n.ediat'ly visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is m than 1^0 `eet (;0,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest vi :;i:h' • exit sign. (IFC 1011.1) 25: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the princi : - - u- ekes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (3.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with background and shall be clearly discernible when the exit sign illumination means is or is not energized. If ‘ • - . arrow is rroviHied as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (Il'C 1011.5.1) 26: Means of e -Tess, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is r - ••'rpied. The mca ns of egress illumination level shall not be less than 1 foot - candle (11 lux) at the floor level. r ewc supply f 'r the means of egress illumination shall normally be provided by the premise's electrical sui In event of a r awer failure an emergency power system shall provide power for a duration of not less than 90 n • ' - : and shah '-onsi-t of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, doc: Coed -'. D08 -361 Printed: 08-14 -2008 1006.3) 0 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 27: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or addin - sprinkler heads. (IFC 901.4) 28: All sprit;' '.:r system plans, calculations and the contractors Materials and Test Certificates submitted to the Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 - 80) 29: All no c• : 'nkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of d:...vings 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) 30: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 31: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 32: Maintair `:r^ alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation a; .'. /or addition of audible /visual notification devices. (City Ordinance #2051) 33: Al? systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention 7.1 i a. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 34: An electri - al permit from the City of Tukwila Building Department Permit Center (206 431 - 3670) is required for this project. 35: Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings sh:i'.', he rn -,s specified in the Building Code and Fire Code and shall be properly repaired, restored or rep'.acc:i wi;;en damaged, altered, breached, penetrated, removed or improperly installed. (IFC 703.1) 36: This r limited to speculative tenant space only - special fire permits may be necessary depending on detailed description .: ..tendon use. 37: Any over'-• '11 7ed hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such c - nditi , - r violation. 38: These plans were reviewed by Inspector 0700. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -1 ;07. 39: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 40: Applicant s hall apply fo a separate PW Type C Construction Permit to correct bacldlow deficiencies (RPPA on domestic' water servi'•e e:: Kn^ T•oc': Ca;:r on FDC). 41: Prior to fin -.I permit sign -off Locking Knox Lock Caps on the Fire Department Connection(FDC) and a Reduced Pressure Principle : -• ^:nn ly (RPPA) on domestic water service shall be installed, inspected and tested. doc: Ccr,d - lt' :G * * continued on next page ** D08 -361 Printed: 08-14 -2008 I hereby cr,r' `.: t1:71; I have read those conditions and will comply with them as outlined. All provisions of law and ordinances governing this work wil: . complied with, whether specified herein or not. The granlin ^f :his 1-■rrnit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating consti sctio , the performance of work. Signature: Print Name: \kVA) doc: Cond -10/06 l 0 City of Tukwil Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 \Veb site: http: / /www.ci.tukwila.wa.us Date: S V D08 -361 Printed: 08-14-2008 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http:/lwww.ci.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 ** Site Address: id---)- 4e' l r1 4 .elf' 4 . Tenant Name: 1 .t rs - Property Owners Name: tiF34 Mailing Address: 63 t .J tt2-arlbrti t94. ---/1=> • Name: 1.1.1,9A-4 Gtr - -r Mailing Address: de i '90 ,A■Irr t4 `✓U t-r - - b I,sI.A. „,AA City E -Mail Address: -LN 00► 4 � -Jp� - � L- t —t . Contact Person: /- VW/IID CDJ°O E -Mail Address: l'�sPCOYd'acte , corm Contractor Registration Number: CWitASEC /O?. J2 Company Name: ,1 - .,oP-e--4 r�- -t •S PL>r - Mailing Address: 6 di f o4!5" CJs. • &v tT - - 2 - 1 - 5a Contact Person: J a a — t t E -Mail Address: tia . Company Name: rl / Q:\Applications\Forns- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh • Building Permit..No. Mechanical Permit No. Plumbing/Gas Permit No Public.Wor'ksvPermit No Project No. • (For office use only) King Co Assessor's Tax No.: X36 6 O I rSS i ad Suite Number: I 40- Floor: New Tenant: El Yes ❑..No city Expiration Date: City w.d State CONTACT PERSON - who do we contact when your permit is ready to be issue Day Telephone: ..4->-5 - 641 - 43 T Not./. State Fax Number: 4 - 6 e;• - t - 300 Gl . agl. Zip qjr.t.ot�4 Zip GENERAL CONTRACTOR INFORMATION - (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: C- CasiTRIKTORS /nlC, Mailing Address: po. ,BoX /g26, Re ra v, wA City State Zip Day Telephone: - • 7S6 • 74 Fax Number: ARCHITECT OF RECORD-LAB . plans must be wet stamped by Architect of.Record 9004 State Zip Day Telephone: 4- - - 44 t - '1 Fax Number: - 6 3 State - )c ENGINEER OF. RECORD - All plans must be wet stamped by Engineer of Record Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: Zip Page 1 of 6 BUILDING PERMIT INFORMATION. 206 - 431 -3670 Valuation of Project (contractor's bid price): $ /7 °f Dz' . ,J ©F arv t . - 144= , s4 (.tf7 Will there be new rack storage? ❑ Yes Existing Building Valuation: $ rl/ Scope of Work (please provide detailed information): #� -tc�i -t- to 4 e> F t.a-r t.-1 e r o0-- �.. 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 ig 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 Ej. No If 'yes', attach list of materials and storage locations on a separate 8 -1/2 "x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System - For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q:\Applications\Focros- Applications On Line'3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 2 of 6 Existih Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of ' Occupancy per IBC . l' Floor 63, ©63 ,x 7-5 J te, b 2°d Floor t-4 /b 3rd Floor Floors ' thru \ :Basement °'. Accessory Structure* . �\ Attached Garage. Detached Garage Attached Carport Detached Carport Covered Deck , \ Uncovered Deck BUILDING PERMIT INFORMATION. 206 - 431 -3670 Valuation of Project (contractor's bid price): $ /7 °f Dz' . ,J ©F arv t . - 144= , s4 (.tf7 Will there be new rack storage? ❑ Yes Existing Building Valuation: $ rl/ Scope of Work (please provide detailed information): #� -tc�i -t- to 4 e> F t.a-r t.-1 e r o0-- �.. 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 ig 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 Ej. No If 'yes', attach list of materials and storage locations on a separate 8 -1/2 "x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System - For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q:\Applications\Focros- Applications On Line'3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 2 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 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 AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 0 0; OR AUTHOR AGENT: Print Name: .1 o a a >✓ - - Signature: Mailing Address: 6' k 1o2= - 4. Date Application Expires: Date Application Accepted: crkki I 09) Q:\Applications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Day Telephone: -.64 I - }oe City Date: w1► 9aoa� State Zip Staff Initials: Page 6 of 6 Receipt No.: R08 -02943 Initials: WER User ID: 1655 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 TRANSACTION LIST: Type Method Descriptio Amount Payment Check 20811 1,778.50 000/322.100 000/386.904 RECEIPT Parcel No.: 3365901881 Permit Number: D08 -361 Address: 14240 INTERURBAN AV S TUKW Status: APPROVED Suite No: Applied Date: 07/03/2008 Applicant: INTER -TEL Issue Date: Account Code Current Pmts Payment Amount: $1,778.50 Payment Date: 08/14/2008 01:09 PM Balance: $0.00 1,774.00 4.50 Total: $1,778.50 6121 08/14 9710 TOTAL 1778 , .50 dnr.: Raraint -OR PrintM: t1R- 14 -200R Receipt No.: R08 - 02414 Initials: User ID: Payee: JEM 1165 ACCOUNT ITEM LIST: Description JPC ARCHITECTS PLAN CHECK - NONRES City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Payment Check 20598 1,153.10 Parcel No.: 3365901881 Permit Number: D08 -361 Address: 14240 INTERURBAN AV S TUICW Status: PENDING Suite No: Applied Date: 07/03/2008 Applicant: INTER - TEL Issue Date: TRANSACTION LIST: Type Method Descriptio Amount RECEIPT Account Code Current Pmts 000/345.830 1,153.10 Total: $1,153.10 Payment Amount: $1,153.10 Payment Date: 07/03/2008 01:32 PM Balance: $1,778.50 4416 07/03 9711 TOTAL 1153.10 doc: Receiot -06 Printed: 07 -03 -2008 COMMENTS: Type of Inspection `�(�� 1° c `a - d - ex.-.4_0 l N ess: � Date Called:A. - s .A.� E J, G, j) 'k ji I i (4 i) A A' , -.�s •` Date Wanted: g ` /� a "� A X K I -4 r 4 e_k Requester: . . A--ti o : /) -o n4, 6 (- e- i,.lJ1 S c: c...0, I i ,,. ,11._. - rte 6 a`. `. pi: f Project: Type of Inspection . Add ess: � Date Called:A. - s .A.� E J, G, Special Instructions: Date Wanted: g ` /� a "� a t p.m. Requester: Phone N0 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION . `1 \ 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 Approved per applicable codes. Corrections required prior to approval. El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. COMMENTS: Type of Inspection: n J `r i( `1/4` ( y I ) -_ I. Gt. Li e_ A-./ 0 3 Se-f d'r/ Date Called: Jci. ,.--- Special Instructions: P , 0 P • 1 e R A, 6* ek, a. r O kr Di . ,) A i`)) /Ai( i: . Zuif , ^- Ce .-; L.P. a c ef 71F J 7� . J Ju ,s / ',Jvr 17v „iv.•_... • A • 4-.. , ,_ -t . — 14 ^T. 1 ---:-- 0 ,-- .-( C , _e_./1 1 1-/t (2 ----- r Do AJJ v ui) ,--ft I r ©r LJ _ A -e 6iAA17, Project: Type of Inspection: n J `r i( `1/4` ( y Address: g 14240 l't tl.)t 'i1.i ,i Date Called: Jci. ,.--- Special Instructions: P Date Wanted: q -q -0� `J a. r Requester: Phone No: J] ¢ c INSPECTION RECORD Retain a copy with permit INSPECTION O. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -370 Approved per applicable codes. orrections required prior to approval. Inspe or: Date: 5► _ C/ ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: COMMENTS: 110 rJ (3 , n 1 e..-0 << Type of Inspection: _ C e.. . 7 A. a Address: /4 2 0 ZI c.ii - 'I ', - rC r. e-:1 ,I,1 Special Instructions: t LL' Date Wanted: • .. k r e., < t_A t A .) filly • r) v 0 Phone No: 1 6 _ '7(5( — nSq 4 C -0'.�. I /.. r - fit( r e ,u �e p ( - k) t,J t t( Ater\ &. Af ' S nl Q k iv . t S Pr. . d ( / -€ Project: r Type of Inspection: _ C e.. . 7 A. a Address: /4 2 0 ZI c.ii - 'I 4%4-- Date Called: / ,r. _ Special Instructions: Date Wanted: Is. a Requester: Phone No: 1 6 _ '7(5( — nSq �3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 0 Approved per applicable codes. Inspecto Receipt No.: Corrections required prior to approval. Dates. 4, 7 G El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Date: rk►.d men Rr nl , Project: Type of Inspection: Address: 14z40 ..I..�t`te r ,..) f b nvl INidg Date Calle& . I Special Instructions: Date Wanted: r . ? ' °� a m .m. Requester: Phone is r e7 V 0 ice✓ l0 � 5 1 El Approved per applicable codes. COMMENTS: -3(4 INSPECTION INSPECTION RECORD, Retain a copy with permit INSPECT I O. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION *' 63 00 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 orrections required prior to approval. r eJ f, - ��► — 411 MUM Inspect r: y ,, Date: C 7 7 _ ) 5 ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: l‘ Project: Type of Inspection: \-, Address: j ell 4 /0 . 1:04 9 /P/ bf R Called: ill s Special Instructions: p Date Wanted: e - /gj` m. Requester: Phone No: 2 3 ` n y‘i - 767 - Approved per applicable codes. INSPECTION RECORD ,,,, �� Retain a copy with permit �/tg"-3 INSPECTION NO: PERMIT NO CITY OF TUKWILA BUILDING DIVISION et- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 ❑ Corrections required prior to approval. COMMENTS: 0 r eA i iif.i & - 1 __Inspector ❑ $6 t P Receipt No.: 4.� ti Dat , v s C.- .00 REINSPECTION FEE REQ RED. Prior to inspection, fee must be Id at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: COMMENTS: J) i, ( di--t( -5/_/ e wi h Li 1G .& /. ,/) ND t -J p S d c- . r r Date Called: ( j) /6 0 C_, r ._,A' e-- I L .1:•(/ /l -. y(fit U AA t Date Wanted: , / S- ,dm P- Requester: Phone No: 7,Dt --7 s'7 f A i f it Project: Type of spection; v Aldr ss: . r r Date Called: Special Instructions: Date Wanted: , / S- ,dm P- Requester: Phone No: 7,Dt --7 s'7 L f INSPECTION RECORD n���3�� - c � Retain a copy with permit V INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 i Approved per applicable codes. orrections required prior to approval. ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: (Date: Needs ShifttInspection: • • —z . Type of Inspection: . Li , i N 4 Project: p -- — r Monitor: Address: / Y'2 q Suite #: /y6 2`r4 5 Contact Person: , A,.., Special Instructions: Phone No.: r Needs ShifttInspection: • • Sprinklers :. - . Are Alarm: Hood & Duct: Monitor: Pre -Fire: rmits: Occupancy Type: ic INSPECTION NUMBER 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 .'(Approved per applicable codes. INSPECTION RECORD Retain a copy.with permit CITY OF TUKWILA FIRE DEPARTMENT Word/Inspection Record Form.Doc 1/13/06 ,L PERMIT NUMBERS • Corrections required prior to approval. COMMENTS: £M Li /mid. — RuG _ .,,! ro I atti A / 2 • Date: $80.00 REINSPECTION FEE REQUIRED.,.You will receive an invoice from City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 Project: 6L N$k L( ( V s) 6. t Type of Inspection: FA Fire Alarm: Address: 4 ZA 5 Suite #: Nib Contact Person: VIA . ALA-km -like w Special Instructions: Phone No.: 2 -328 , ' Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: i Permits: Occupancy Type: .a. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit • ti/ CITY OF TUKWILA IFIRE DEPARTMENT bos -s rye -f -6 r PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 proved per applicable codes. COMMENTS: - AV JDg OA IN Sum. w4-- taf C a Inspector: ( tAka Date: e f 5 8 Hrs.: n $8.00 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 I . Corrections required prior to approval. T.F.D. Form F.P. 113 Nee& Si lit IIISPeCtifOn: SPrinkters: ,., Fire sonnr,„ , , , Hood 84-Dti Ct; pkirdter: Pre-fire: Penniss: , or,ctipplcyirl!N„: DisamnoN tit iti:1 -a)gaV Witt' 77, rsippjumotepir _AA,17 414 * t Tyr* of Inspection: Project: Actiress: I 4 "2- 0 Stift*: 1492 Spettd instmctkons: co rIttict Person: 4 ,4 Phone No.: 20,6/ 101 sl t 7 Word/Inspection Record Form.Doe 1/13/06 341 dt viA , 401 PeRmrr NUMBERS corrections required prior to sopnavai ItEE " - • OU A rtiCelVe a ti CIty Of ttikvvila' 0 ;* (1 t 4 t nsPectITI, FOITY1 F.P. 113 I. 5 Project: , „ . Type of Inspection: Address: (W24 Suite #: (' b �Ott �' Contact Person: tat L L. Special Instructions: Occupancy Type: Phone No.: Needs Shift Inspection: a Sprinklers: Fire Alarm: _Hood & Duct: Monitor: , Pre -Fire: Permits: Occupancy Type: i INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWIILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 ri Approved per applicable codes. —74-eoitecbons required prior to approval. COMMENTS: 0 "t' O L TO C a m - Ni Ct. A SC, + Gs-/t.r ' JoA,i - - 7 ' (.i 1, L t r (- . ector: ” WO • . - $80.00 REINSPECTION FEE REQUIRED: You will receive an invoice from ty of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 I Date: 0 Jac jog.) 7 N - 4o , PERMIT NUMBERS Hrs.: I T.iF.D. Form F.P. 113 Customer Name: CBRE 631 Strander Boulevard Suite G Tukwila WA 98188 Job Name: Fairway 14240 Interban Ave. So. Tukwila, WA Domestic Backflow Installation Job # B 80826 4 Proposal PO # • Invoice Quantity Description Price Extension 1 1 1 1 1 1 1 Includes 1 Excludes Excludes New RPBA to be installed 2 feet down stream of existing water meter. Hot Box Urban Style New RPBA above ground New Concrete Pad New Supply Pipe Refit New Discharge Pipe Refit Plans and Engineering Excavation four feet depth Backfill with same dirt. Tukwila permit plan review Power or Heater New sod or plants $1,920.00 $560.00 $850.00 $810.00 $810.00 $1,825.00 $2,840.00 $410.00 $450.00 Regular: Overtime: Emergency: Normal Hours Mon. - Fri. 6 am - 4 pm $100.00 4 After Hours or Saturdays $150.00 Hour Emergency Call Outs or Sundays $175:00 Minimum Sub Total: $10,475.00 Tax (9.0 %) $942.75 Grand Total: $11,417.75 * This proposal does not include installation, installation material or any labor or service unless specified above. * Any alteration or deviation from the above involving additional costs will be performed only following acceptance of purchaser's written order and charged at additional cost. Excludes patching, painting and electrical of any kind. This proposal may be withdrawn by Columbia Fire if not accepted within 30 days from the date shown above. * Acceptance of proposal - The prices, specifications, terms and conditions contained herein, are hereby accepted. Columbia Are is authorized to provide parts as specified. Payment will be net 3* . a otherwise specified above. Purchaser: Todd Matts 9 4111 1. j--/ j , CORRECTION By: Marty Boonstra LTmil Job Date: 8/8/08 Title: Owner ?X�- :Tv.V... .Y�w.�.4.[ 1' - hT(.44.'- �'i1 "i� ;^"f'Y Y•'. _ Columbia Fire ■ •EINKLEE SYSTEM SESVicE S Ee•AlE I 2 92 9-76th Ave. S E Ste 405 M e r c e r I s l a n d, WA 98040 071105 NI 206.510.8671 I g 1 206.236.9377 101 206.232.8569 w w w. C o l u m b i a F i r e. n e t (RECEIVED Date: UC. ICOWMR962MO LOCAL 699 Cenlreclor CITY OF TUKWILA AUG 12 2008 1■• 11 f /tA EXECUTED BY OWNER: By: (OWNER) Signature: Signature: Title: SERVICE SERVICE DESCRIPTION DATE August 12, Install new 5" Locking Storz Cap per Tukwila Fire 2008 SERVICE DATE AUG 12 '08 16:31 By: (OWNER) CB Richard Ellis, Inc., as agent for (OWNER). Fairway Center Building — Contract No. CRFIO20708 • 1 EXHIBIT "B" REQUEST FOR SERVICES Title: Real Estate Manager Title: SERVICE DESCRIPTION Print Name: Print Name: EXECUTED BY CONTRACTOR: �(OF� TUKWII A !NUG 12 2008 PERMIT( J1Er. AMOUNT NTE $1000 By: Columbia Fire (CONTRACTOR) Print Name: Todd Mattson Print Name: M Boonstra CB Richard Ellis, Inc., as agent for (OWNER). EXECUTED BY OWNER: EXECUTED BY CONTRACTOR: Signature: Title: Is.JUU4 /UU9 By: (CONTRACTOR) AMOUNT CORRECTION boE-44/ PAGE.04 ' August 6, 2008 Jhoan Stabbert 601 — 108 Avenue NE, Suite 2250 Bellevue, WA 98004 RE: CORRECTION LETTER #1 Development Application Number D08 -361 Inter -Tel —14240 Interurban Avenue S Dear Mr. Stabbert: This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Public Works Department. At this time the Building, Fire and Planning Departments have no comments. Public Works Department: Joanna Spencer at 206 431 -2440 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenzer service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, 1,‘61- Brenda Holt Permit Coordinator encl File No. D08 -361 Jim Haggerton, Mayor epartment of Community Development Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 PUBLIC WORKS DEPARTMENT COMMENTS www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards DATE: August 4, 2008 PROJECT: Inter -Tel 14240 Interurban Ave S REVIEW #: 1 PERMIT NO: D08 - 361 PLAN REVIEWER: Contact Joanna Spencer at (206) 431 -2440 if you have any questions regarding the following comments. In accordance with Washington State Department of Health guidelines for Group A Public Water Systems, Public Works has implemented a cross - connection control program to protect the public water system from contamination via cross - connection. Since the project includes alterations to the existing plumbing system, the entire plumbing system must be brought up to the current standards as set forth in the Uniform Plumbing Code including installation of an approved backflow prevention on the fire line and the domestic water supply to the building. The City has determined that the subject building has deficiencies on domestic water service and landscape irrigation. a) Domestic Water Service There is an existing (RPPA) Reduced Pressure Principle Assembly, previously called a Reduced Pressure Backflow Assembly (RPBA), shall be installed immediately downstream of the permanent water meter. Installation at another location requires the Public Works Director's approval. The RPPA shall be installed in a Hot Rock/Box or equal freeze protection enclosure anchored into a minimum 4" thick concrete pad. Public Works strongly recommends a power source for the enclosure. On your site plan please show location of proposed RPPA including size, manufacturer and model number. Please submit a cut sheet for the proposed backflow and circle the one to be installed. b) Fire Prevention The existing Fire Department Connection (FDC) shall have existing Stortz connection replaced with 5" Locking Storz Cap(s). Please contact Tukwila Fire Department at (206) 575 -4407 to obtain required order form. On your site plan please show location of the existing FDC. I have enclosed Development Bulletins C5 and A9, which spells out design and installation requirements for cross connection control. The Public Works Director will withhold issuance of this Tenant Improvement permit until the Permit Center receives plans for items a) and b). Applicant has an option to post a bond for both items in the amount equal to 150% of the design, installation, and testing cost together with a letter stating the installation by a certain date. A separate letter was mailed to the property owner on August 5, 2008. (P:Joanna/Comments 1 D08 -361 PW) 02 -02 -2009 JHOAN STABBERT 601 108 AV NE, STE 2250 BELLEVUE WA 98004 RE: Permit No. D08 -361 14240 INTERURBAN AV S TUKW Dear Permit Holder: Jim Haggerton, Mayor Department of Community Development Jack Pace, Director In reviewing our current records the above noted permit has not received a fmal inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each. Extension requests must be in . writinw and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the even: you do not call for the above inspection and receive an extension prior. to 03/04/2009 , your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, /IP iCt/VNit Bill Rambo Permit Technician xc: Permit File No. D08 -361 '4' September 02, 2008 JPC ARCHITECTS Allen Johannessen Plan Examiner City of Tukwila Department of Community Development 6300 Southcenter Boulevard Suite #100 Tukwila, Washington 98188 Re:Inter -Tel 14240 Interurban Ave. S Permit Number: #D08 -0361 Dear Allen, I want to thank you for taking the time to review the ceiling issues that were brought to our attention (per Inspection Notice #03). Whereas key note #13/1 -0.1 as referenced in the inspectors notes is intended to remediate ceiling deficiencies, it is not intended as a means to require wholesale upgrades to a ceiling plane not substantially altered by the scope of the proposed work (i.e.; no grid is being affected and /or replaced by the scope of this permit). That said I believe we have agreed to a collaborative solution for all parties involved. Per the agreement it is our intent to provide a seismic isolation joint (per details 10 &12/I -9.1) and perimeter clip system (per detail 11/1 -9.1) within the cross - hatched ceiling plan only as indicated on sheet 1 -4.1. We have also agreed to direct the general contractor in conformance with the site inspector's directive that all existing pinning between ceiling grid and grid height walls be removed. Based on compliance to the requested directives and the fact that all overhead work is to an existing ceiling system, we request that the building department grant approval for temporary occupancy on the provision that all modifications will be completed within 10 working days of this agreement. Again, I want to thank you for your time and efforts. Please let me know if you require any additional information or have any further questions. Sincerely, JPC Ar Mark A. Peterson Architect, Principal RECEIVED eirf OP 1NKWH A SEP 0 3 2008 Todd Mattson Real Estate Manager CB Richard Ellis, Inc. Asset Services August 12, 2008 City of Tukwila Department of Public Works RE: Service Contract for Fairway Center 14240 Interurban Avenue South Tukwila, WA 98188 To whom it may concern: r odd Mattson Real Estate Manager S C t E CB RICHARD ELLIS 631 Strander Boulevard Suite G Tukwila, WA 98188 206 575 0765 Tel 206 575 0721 Fax todd.mattson @cbre.com www.cbre.com RECEIVED CITY OF TUKWILA AUG12 lil;: + t £ :111 rt Thank you for the information regarding the deficiencies on the domestic water and fire lines located at Fairway Center, 14240 Interurban Ave South, Tukwila. I have contracted Columbia Fire to make these repairs and be completed by October 12, 2008. If you have any questions, please contact Todd at 206 - 575 -0765. Sincerely, CB Richard Ellis, Inc. CORRECTION LTR# o ACTIVITY NUMBER: D08-361 DATE 08/13/08 PRO.BCT NAME Inter -Tel SITE AD D RE 14240 Interurban Ave S Original Ran &ibmittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Is Issued DEPARTMENT& Building Division Public Works Complete REVIEWER'S INITIALS Documentdrouting dip.doc 2 -28-02 PLAN RE1/I HIV /RO U TI N G SLI P APPROVALS O R CO RRBCTI O Na Fire Prevention Structural DETERMINATION O F CO M PLETBN E5S (Tues, , Thurs) Incomplete n TUESITHURSROU NG: Please Route Structural Review Required REVIEWER'S INITIALS n Raining Division n Permit Coordinator DUE DATE 08/14/08 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAI LED: LETTER OF CO M PLETBV E5S MAI LED: Departments determined incomplete: Bldg ❑ Fre ❑ Ping ❑ PW ❑ Staff Initials No further Review Required DATE DATE n DUE DATE 09/11/08 Approved n Approved with Conditions Not Approved (attach comments) ❑ Notation: Permit Center Use Only COWREC11ON LETTER MAILED: Departments issued corrections Bldg ❑ Fre ❑ Ping ❑ PW ❑ Staff Initials ACTIVITY NUMBER: D08 -361 DATE: 07 -03 -08 PROJECT NAME: INTER -TEL SITE ADDRESS: 14240 INTERURBAN AV S X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENTS: Buil1ing 'vision Public W rks - 015 Comments: TUES/THURS ROUTANG: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28 -02 0 PERMIT COORD COPY • PLAN REVIEW/ROUTING SLIP 0 II1V/1 Fire Prevention Structural D ETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete VI Incomplete n Structural Review Required DUE DATE: 07-08-08 DATE: DATE: y 1.3 -o$ Planning Division Permit Coordinator Not Applicable No further Review Required Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: n DUE DATE: 08-5 -08 Approved n Approved with Conditions n Not Approved (attach comments) M Notation: REVIEWER'S INITIALS: Permit Center Use Only p CORRECTION LETTER MAILED: $ -- C " 0 0. Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW [ Staff Initials: Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: SIl 2. / O ❑ Response to Incomplete Letter # 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 Response to Correction Letter # I Plan Check/Permit Number: b OAS - 349 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Created: 8 -13 -2004 Revised: • Steven M. Mullet, Mayor Steve Lancaster, Director RECEIVED CITY OF 1UKWILA 106 12 2000 PERMIT ceN + Project Name: Tv1tr-r -T t -ra � r-on Iy (ovewP1r' Project Address: h T'r, fie. r „r (0c,,,, -, /4„, S . Contact Person: v a r{ tM C - S a r Phone Number: 006,- S 7 S -- O S Summary of Revision: 11 P requ.;rev09.0* Re c trx r.9 `FD ut) S lr c. - .� St o►��_ Ce.� Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 6, ) Entered in Permits Plus on Dc5(4/-( d. lapplications\forms- applications on line.revision submittal Name Role Effective Date Expiration Date HEDEEN, ERIK Cancel Date 01/01/1980 Bond Amount KOPP, EDWARD ' L''1 01/01/1980 081 S103585413BCM MILLER, PHIL AGENT 01/01/1980 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date ' L''1 TRAVELERS CAS Et SURETY CO 081 S103585413BCM 04/22/2002 Until Cancelled $12,000.00 04/12/2002 4 TRAVELERS CAS Et SURETY CO 081S103585413BCM 03/19/200104/22 /2002 $6,000.00 03/19/2001 3 UNITED PACIFIC INS CO U2591692 04/22/1998 Until Cancelled 03/19/2001 $6,000.00 03/19/2001 Untitled Page General /Specialty Contractor A business registered as a construction contractor with LEtI 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. CHASE CONTRACTORS INC Business and Licensing Information Name Phone Address Suite /Apt. City State Zip County Business Type Parent Company Business Owner Information Bond Information • CHASE CONTRACTORS INC 2062852592 PO BOX 1826 RENTON WA 98057 KING CORPORATION UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Separation Date Previous License Next License Associated License Specialty I Specialty 2 601381945 0 ACTIVE CHASECI086J2 CONSTRUCTION CONTRACTOR 4/22/1992 4/22/2010 GENERAL UNUSED h tt p s : // fo rt rc s s. w a. gov /lni/bbip/Detail. aspx ?License= CHASECI086J2 Page 1 of 2 08/14/2008 ca X E_ Inter -Tel Fairway Center 14240 Interurban Ave. S Building B - Suite 148 Tukwila, WA 98168 Site Plan Scale: 1" = 60' h h112. -f tit i� 1�k�Jcj_ i" ' wrrN - .e.F01 1?�UjGflfi~(l =A . .. N �II�T VP RrE1tl�(�n Eat = rr2srfjvfz. - __ - —o - -- --- " I/ r -t .4T 1 N tr SITE FILE COPY Permit No. Plar 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 Field Copy and condi= Is acknowledged: r ?frW of By Date: City of Tukwila BUILDING DIVISION Electrical UNDER SEPARATE PERMIT Mechanical UNDER SEPARATE PERMIT Plumbing UNDER SEPARATE PERMIT Fire Protection UNDER SEPARATE PERMIT Sinage UNDER SEPARATE PERMIT REVISIONS No changes shall be m prior approval cope of work without Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan rev fe �: .,.__ i SEPARATE IT REQUIRED PERMIT Mechanical Electrical (Plumbing "(Gas Piping City of Tukwila BUILDING DIVISION Drawing Index: I -0.0 I -0.1 I —CS -1 I -3.1 I -4.1 I -9.1 I -10.1 Code Information: PROJECT ADDRESS: FAIRWAY CENTER 14240 INTERURBAN AVE. S BUILDING B — SUITE 148 TUKWILA, WA 98168 CONSTRUCTION TYPE: TYPE — VB, FULLY SPRINKLERED ZONE: CB COMMERCIAL BUSINESS OCCUPANCY: B BUSINESS TENANT SQUARE FOOTAGE: (area of 7,257 SF ELECTRICAL, MECHANICAL, PLUMBING, FIRE & SINAGE PERMITS TO BE DEFERRED SUBMITTAL. PROJECT DESCRIPTION: DEMOLITION OF EXISTING INTERIOR WALLS. CONSTRUCTION OF NEW INTERIOR WALLS. BUILDING AREA: TOTAL AREA = 63,063 SF Legal Description: Vicinity Map: otAB Project Team: Property Manager: CBRE 631 STRANDER BLVD., SUITE G TUKWILA, WA 98188 PH: 206 - 575 -0765 CONTACT: TODD MATTSON todd.mattson @cbre.com Tenant: INTER —TEL 13925 INTERURBAN AVE S SEATTLE, WA 98168 PH: 206 -812 -7060 CONTACT: ALLAN SCOZZAFAVE allan_scozzafave @inter— tel.com COVER SHEET & SITE PLAN GENERAL NOTES & SYMBOLS EXIT PLAN & CODE SUMMARY DEMOLITION AND FLOOR PLANS REFLECTED CEILING AND FINISH PLANS CONSTRUCTION DETAILS AND ELEVATION DOOR ELEVATION, DETAILS & SCHEDULE work) E ED MAR 0412009 APPLICABLE EDITIONS OF BUILDING CODES: 2006 INTERNATIONAL BLDG CODE (IBC), WAC 51 -50 2006 INTERNATIONAL FIRE CODE (IFC), INCL. APPENDIX B &C 2006 WASHINGTON STATE ENERGY CODE (WSEC), WAC 51 -11 2006 INTERNATIONAL MECHANICAL CODE (IMC), WAC 51 -52 2005 NATIONAL ELECTRICAL CODE (NEC) 2006 WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE (WSVIAQ), WAC 51 -13 2006 UNIFORM PLUMBING CODE (UPC), WAC 51 -56 & 51 -57 INCL. APPENDIX CHAPTERS H & L — EXCL. SECTIONS L5 —L7 & "LAWN SPRINKLER HEAD" FROM TABLE 6 -4 OF APPENDIX L 2003 AMERICAN NATIONAL STANDARD, ICC /ANSI A117.1 -2003 CITY OF TUKWILA ZONING CODE 4TH ED. WASHINGTON STATE REG. FOR BARRIER FREE DESIGN TAX PARCEL #: 336590188106 HILLMANS SEATTLE GARDEN cRS POR OF LOT 1 & ALL OF LOTS 2 THRU 7 & POR ADJ IN SE 1/4 OF SECTION 14 -23 -04 DAF — BEG SE COR OF SAID LOT 7 TH NLY ALG ELY LN 315 FT TO LFT BANK OF DUWAMISH RIVER AS ORIGINALLY PLATTED TH CONTG ON NLY PROD OF SD ELY 220 FT M/L TO LET BANK AS EXISTED UNDER SUPERIOR COURT CAUSE NO 81 -2- 05910 -4 TH WLY ALG SD BANK TO AN INTSN WITH NELY PROD OF SELF LN OF NWLY 72 FT OF SD LOT 1 TH SWLY ALG SD LN PROD 200 FT M/L TO LFT BANK OF DUWp,,,;ISH RIVER AS PLATTED IN ORIGINAL PLAT TH CONTG IN SWLY DIRECTION ALG SELY LN OF NWLY' 72 Fr OF SD LOT 1 DISTANCE OF 55 FT M/L TO SWLY LN OF SD LOT 1 TH SELY ALG SD LN TO INTSN WITH N MGN OF S 143RD ST FIRST. AVE TH ELY ALG SD MGN TO TPOB —TGW POR FOSTER JOSEPH DC # BEING POR OF ABANDONED PUGET SOUND ELECTRIC RR R/W IN THE SW 1/4 OF SE 1/4 OF SD SEL. 14 SD RR R/W BOUNDED ON NE BY MAULE AVE ON SW BY A LN 20 FT NE OF & PLT NELY MGN OF SR 181 UNDER REC #8905231113 ON THE SE BY R/W #5 Sc ON THE NW BY R/W #6 BOTH R/W DEFINED IN QCD AUD FILE # 6557639 — TGW VAC MAULE AVE ADJ Project Location Fairway Center 14240 Interurban Ave. S Building b Tukwila, WA 98168 Architect: JPC ARCHITECTS, PLLC 601 108TH AVE NE, SUITE 2250 BELLEVUE, WA 98004 PH: 425 - 641 -9200 FAX: 425 - 637 -8200 FIRST CONTACT: ANN DERR annd @jpcarchitects.com SECOND CONTACT: Jhoan Stabbert jhoans @jpcarchitects.com General Contractor: TBD RECEIVED CrrY OF TIJK'MLA JUL 0 3 1008 PERMIT CENTER D0q. Inter -Tel Fairway Center 14240 Interurban Ave. S Building B - Suite 148 Tukwila, WA 98168 601 108th Ave N ` - Suite 2250 Bellevue, WA 980 1201 Western Ave - Suite 450 Seattle, WA 98101 tel [425] 641 -9200, fax [425637 -8200 Design Team Design Drawn Checked Date JPC Project No. JPC EU JS 06/30/08 08 -100 -0120 Revisions No. Date Description 07/03/08 PERMIT ISSUE Registration I !,L REGISTERED A' CHI . CT ANN KUSKA DERR STATE OF WASHINGTON 8485 Keyplan Sheet Title Cover Sheet & Site Plan Sheet No. 1- 0.0 © 2008, JPC Architects, PLLC IPId) Abbreviations: General Notes: Demolition Notes: Electrical Notes: Reflected Ceiling Notes: w A/C AIR CONDITIONING ACT ACOUSTICAL CEILING TILE AFF ABOVE FINISH FLOOR ALT. ALTERNATE APPROX. APPROXIMATE BD BOARD BLDG BUILDING BLK BLOCK B BOTTOM B BOTTOM B/S BUILDING STANDARD BU BUILT UP CAB CABINET CLG CEILING CLR CLEAR(ANCE) COL COLUMN CONC CONCRETE CONS CONSTRUCTION CONT CONTINUOUS CORR CORRIDOR CPT CARPET CT CERAMIC TILE CTR CENTER DEMO DEMOLITION 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 ED) FIN FLOOR FLR FLUORESCENT FOIC FURNISH BY OWNER, INSTALL BY CONTRACTOR FOS FACE OF STUD(S) FO FACE OF CONCRETE FOF FACE OF FINISH INISH 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 HDWR HARDWARE HM HOLLOW METAL HORIZ HORIZONTAL HR HOUR HT HEIGHT HVAC HEATING VENTILATING AIR CONDITIONING INSUL INSULATION JAN JANITOR JT JOINT KIT KITCHEN LAM LAMINATED) LAV LAVATORY LH LEFT HAND MAX MAXIMUM MECH MECHANICAL MTL METAL MEZ MEZZANINE MFR MANUFACTURE(R) MIN MINIMUM M MISCELLANEOUS MTD MUL MULLION N NORTH NIC NOT NORTH CONTRACT IN NTS 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 RT RESILIENT TILE REF REFERENCE REFR REFRIGERATOR REINF REINFORCING REQ REQUIRED REV REVISION RIGHT HAND RM ROOM RO ROUGH OPENING S SOUTH SC SOLID CORE SEAL SEALANT SECT SECTION SHT SHEET SIM SIMILAR SPEC SPECIFICATION E SS ST 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 TYP TYPICAL UNFIN UNFINISHED UNO UNLESS NOTED OTHERWISE VCT VINYL COMPOSITION TILE VEN VENEER VERT VERTICAL VESTI VESTIBULE VFY VERIFY VWC VINYL WALL COVERING W WEST /WIDE W/ WITH WD WOOD W/O 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 A DJUSTMENTS 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 A DJUSTMENTS 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 S HALL 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. TO SIZE, T T 11. ALL MATERIALS INDICATED TO MATCH EXISTING SHALL DO SO WITH RESPECT X QUALITY AND METHOD OF INSTALLATION INSOFAR SHAPE, COLOR, TEXTURE, PATTERN, Q AS PRACTICABLE AND SHALL BE APPROVED BY THE ARCHITECT BEFORE USE. 12. ALL FIREPROOFING DISTURBED DURING CONSTRUCTION SHALL BE REPLACED TO MATCH ORIGINAL FIRE PROTECTION LEVELS. (OBTAIN REQUIRED APPROVALS). 13. THE FLOORS MAY BE OCCUPIED DURING CONSTRUCTION. THE CONTRACTOR SHALL PROTECT ALL PERSONNEL, PASSERSBY OR VISITORS TO THE SITE FROM HARM AND INJURY. BARRIERS SHALL BE INSTALLED AS REQUIRED TO PROTECT EQUIPMENT INSTALLED DURING CONSTRUCTION. CAREFULLY MAINTAIN AND PROTECT MONUMENTS, BENCH MARKS AND THEIR REFERENCE POINT FROM BEING DESTROYED OR DISTURBED; REPLACE AS REQUIRED. 14. EXISTING WORK DAMAGED AS A RESULT OF WORK DONE UNDER THIS CONTRACT SHALL BE REPAIRED TO ORIGINAL CONDITION AND FINISHED TO MATCH ADJACENT FINISHES, SUBJECT TO ARCHITECT'S APPROVAL, AND AT NO ADDITIONAL COST TO OWNER. ALL REPLACEMENT MATERIALS REQUIRED TO MATCH EXISTING MATERIALS SHALL DO SO WITH RESPECT TO TYPE, PATTERN, TEXTURE, SIZE, SHAPE COLOR AND METHOD OF INSTALLATION INSOFAR AS PRACTICABLE, AND SHALL BE APPROVED BY THE ARCHITECT AND OWNER PRIOR TO INSTALLATION. 15. ALL EXISTING MECHANICAL AND ELECTRICAL EQUIPMENT AND SERVICES DISRUPTED OR REMOVED DURING CONSTRUCTION SHALL BE RESTORED AND REPLACED UNLESS NOTED OTHERWISE. FIRE /LIFE SAFETY SYSTEMS TO BE MAINTAINED DURING CONSTRUCTION. 16. INSTALLATION OF MECHANICAL, ELECTRICAL AND STRUCTURAL SYSTEMS WILL REQUIRE OPENING OF SOME EXISTING WALLS, CEILINGS OR FLOOR CAVITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF THESE OPENINGS TO MATCH EXISTING, EXCEPT WHERE NOTED OTHERWISE. FILL ALL HOLES AND VOIDS IN FLOORS, WALLS AND CEILINGS WHICH RESULT FROM INSTALLATION OF WORK, AND REMOVAL OF EXISTING MATERIALS AND EQUIPMENT REQUIRED BY THIS CONTRACT. PATCHED AREAS SHALL MATCH THE MATERIALS, FINISHES, AND LEVELS ADJACENT, OR SHALL BE PUT IN THE PROPER CONDITION TO RECEIVE THE FINISH INDICATED. 17. OPENINGS REQUIRED FOR NEW WORK THAT PENETRATES EXISTING STRUCTURE SHALL BE COORDINATED WITH OWNER PRIOR TO COMMENCING THE WORK. ANY OPENING OVER 2 " IN DIAMETER SHALL BE REVIEWED AND APPROVED BY OWNER. THROUGH CONCRETE SLABS OR WALLS, OR MASONRY WALLS, ALL ROUND HOLES SHALL BE CORE DRILLED WITH A DIAMOND DRILL AND ALL RECTANGULAR OPENINGS SHALL BE CUT WITH A DIAMOND SAW. IN NO CASE SHALL ANY STRUCTURAL MEMBER BE CUT. USE CARBIDE - TIPPED DRILLS FOR GYPSUM WALLBOARD PARTITIONS. KEEP OVERCUTTING TO A MINIMUM. MAINTAIN CONTINUITY AND INTEGRITY OF FIRE SEPARATION AT ALL TIMES. GROUT AROUND CONDUITS PASSING THROUGH CONCRETE WALLS AND FLOORS AND MASONRY WALLS. MAKE PATCHES WITH NEAT, TRIMMED EDGES; MATCH ADJACENT EXISTING WORK. 18. CONTRACTOR SHALL PROVIDE FLOOR LEVELING AS MAY BE REQUIRED AT SLIDING DOORS, RELITES WITHOUT BASE, CABINET WORK, AND OTHER LOCATIONS REQUIRING LEVEL SUBSTRATE. FEATHER CHANGES IN ELEVATION OVER SUFFICIENT AREA TO LIMIT ,� PER FOOT. TRANSITION SLOPE TO 1/8" 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 EVALUATION. WHERE BUILDING STANDARD ITEMS ARE CALLED FOR, F OR PURPOSES OF EVAL NO SUBSTITUTE WILL BE ACCEPTED."" 20. CONTRACTOR SHALL PROVIDE FOR ALL WORK REQUIRED TO MAINTAIN COMPLIANCE WITH►' LOCAL FIRE CODE. PROVIDE FOR ALL REQUIRED SHOP DRAWINGS AND APPROVALS. CONTRACTOR IS RESPONSIBLE FOR PROVIDING FIRE ALARM SYSTEM AUDIBILITY. 21. MECHANICAL AND ELECTRICAL FIXTURES, OUTLETS, ETC., WHEN SHOWN ON THE ARCHITECTURAL DRAWINGS, ARE FOR LOCATION INFORMATION ONLY. MECHANICAL AND ELECTRICAL TO BE DESIGNED BY OTHERS. ALL CIRCUITING COORDINATION TO BE BY OTHERS. 22. CONTRACTOR IS TO PROVIDE DRAWINGS FOR ARCHITECT'S APPROVAL SHOWING LOCATIONS OF ALL HVAC THERMOSTATS, GRILLES AND DIFFUSERS FIRE AND SMOKE DETECTION DEVICES INCLUDING SPRINKLERS, SMOKE DETECTORS, FIRE EXTINGUISHERS AND HOSE CABINETS. 23. ANY CHANGE IN LIGHT FIXTURE PLACEMENT DUE TO INTERFERENCE OF MECHANICAL OR STRUCTURAL COMPONENTS MUST BE APPROVED BY THE ARCHITECT 24. ALL PERMITS INCLUDING FIRE, MECHANICAL, AND ELECTRICAL TO BE FILED SEPARATELY. 25. ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED, SPACKLED AND SANDED SMOOTH WITH NO VISIBLE JOINTS. PATCH AND REPAIR SURFACES TO MATCH ADJACENT OR ADJOINING SURFACES WHERE REQUIRED. ALL SURFACES SHALL BE ALIGNED. 26. MODIFY EXISTING SUBSTRATE AS REQUIRED TO RECEIVE NEW FLOORING MATERIALS, THUS PREVENTING NOTICEABLE LUMPS OR DEPRESSIONS. 27. ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE AND TRUE. 28. REFER TO MILLWORK SHOP DRAWINGS FOR SPECIFIC DETAILS OF COORDINATION BETWEEN DRYWALL /MILLWORK CONDITIONS. 29. ALL GLASS SHALL BE CLEAR TEMPERED GLASS, UNLESS OTHERWISE NOTED. GLAZING TONG MARKS SHALL NOT BE VISIBLE. CLEAN AND POLISH ALL GLASS PRIOR TO PROJECT DELIVERY. 30. ALL MILLWORK TO BE FASTENED TO THE PARTITION. PROVIDE NON-COMBUSTIBLE BLOCKING FOR ALL MILLWORK NOT SUPPORTED BY FLOOR OR ABOVE 4' - 0" HT. ALL CONCEALED LUMBER &BLOCKING TO BE FIRE TREATED. 31. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR: HVAC, CARPET SEAMING, LIGHTING, CASEWORK. 32. MOISTURE TEST - REQUIRED FOR ALL ON GRADE SLAB CONDITIONS DURING THE CONSTRUCTION ESTIMATING /BUDGETING PROCESS THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING FROM THE BUILDING OWNER DOCUMENTATION AS TO THE VAPOR EMISSIONS RATE MOISTURE TEST FOR ALL "ON GRADE SLAB CONDITIONS ". THIS (MOISTURE TEST) 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. (3) CALCIUM PROVIDE 3 CIUM 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 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 A PPLIED 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 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 SONG -GRAPH AND /OR X -RAY) TO LOCATE EXISTING UTILITIES OR OTHER OBSTRUCTIONS THAT SHOULD NOT BE DAMAGED. SAW CUT SLAB AT SUBJECT AREA(S) AND PULL BACK THE EXISTING VAPOR BARRIER (IF PRESENT) AND PROTECT FOR FUTURE RE- INSTALLATION. EXECUTE THE NECESSARY UNDER SLAB WORK (INCLUDING EXCAVATION), BACKFILL AND RE- COMPACT THE SUBJECT AREA WITH THE PREVIOUSLY HELD MATERIALS (IF THE EXCAVATED MATERIALS ARE NOT SUITABLE FOR RE- INSTALLATION, DISCARD AND PROVIDE NEW FREE DRAINING GRANULAR MATERIAL). RE- COMPACT FILL SOIL TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY (MDD) OBTAINED IN GENERAL ACCORDANCE WITH THE ASTM D 1557 TEST PROCEDURE. RE- INSTALL THE EXISTING VAPOR BARRIER AND BIND SEAMS WITH MINIMUM 3" WIDE PRESSURE SENSITIVE TAPE TO ENSURE AN AIR /MOISTURE RESISTANT BOND. ATTACH NEW INFILL TO EXISTING CONCRETE SLAB WITH 18 INCH LONG #4 REBAR AT 24 INCHES ON CENTER EMBEDDED 8 INCHES INTO THE EXISTING CONCRETE SLAB WITH HILTI HY -150 ADHESIVE (OR SIMPSON SET ADHESIVE). REINFORCEMENT SHALL BE INSTALLED PER ADHESIVE MANUFACTURER'S RECOMMENDATIONS. PROVIDE W2 X W2 X 6 X 6 WELDED WIRE FABRIC WITHIN SUBJECT AREA(S), INFILL SLAB TO MATCH THICKNESS OF ADJACENT SURFACE(S) (BUT NOT BE LESS THAN FOUR INCHES THICK) AND #4 DOWELS SHALL BE CENTERED IN SLAB. THE CONCRETE SHALL HAVE A MINIMUM 28 DAY 0.58 COMPRESSIVE STRENGTH OF 3000 PSI WITH A MAXIMUM WATER CEMENT RATION OF 058 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. f " ; ;' ' �' MAR 0 4 ZOQ9 1. OBTAIN DEMOLITION PERMITS AND INCLUDE ALL COSTS OF SAME IN CONTRACT PRICE. 2. FURNISH ALL LABOR AND MATERIALS /EQUIPMENT TO COMPLETE DEMOLITION AND REMOVAL OF ALL ITEMS AS INDICATED. 3. CONTRACTOR SHALL KEEP CONSTRUCTION AREA FREE OF DUST AND DEBRIS FOR THE DURATION OF CONSTRUCTION. 4. IF ANY QUESTIONS ARISE AS TO THE REMOVAL OF ANY MATERIAL, CLARIFY THE POINT IN QUESTION WITH THE ARCHITECT BEFORE PROCEEDING. 5. AT COMPLETION OF DEMOLITION WORK, THE CONSTRUCTION AREA(S) SHALL BE LEFT IN "BROOM CLEAN" CONDITION. ALL DEBRIS AND MISCELLANEOUS MATERIAL SHALL BE REMOVED. 6. ALL DEBRIS REMOVAL SHALL BE PERFORMED IN ACCORDANCE WITH BUILDING MANAGEMENT REQUIREMENTS AND PROCEDURES. 7. AS DIRECTED MECHANICAL BUILDING HANICAL ITEMS, , PLUMBING MANAGEMENT, ALL G FIXTURES, DOORS, FRAMES, HARDWARE, L, LIGHT FIXTURES (INCLUDING DOWNLIGHTS AND FLUORESCENTS), AND SPECIAL EQUIPMENT SHOWN TO BE REMOVED, SHALL BE CLEAN AND FREE OF DEFECTS, PROTECTED, SAVED AND REUSED AS DIRECTED HEREIN, OR RETURNED TO BUILDING STOCK. 8. IN PARTITIONS TO BE REMOVED, REMOVE AND CAP ALL OUTLETS, SWITCHES, WIRES, THERMOSTATS, ETC., TO THEIR SOURCE. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING AND /OR REPAIRING ANY DAMAGE CAUSED BY HIM OR HIS SUBCONTRACTORS TO EXISTING CONSTRUCTION IN ELEVATOR LOBBY, PUBLIC CORRIDORS, RESTROOMS OR TENANT SPACES. REFINISH TO MATCH EXISTING ADJACENT FINISH, OR AS NOTED HEREIN. 10. NO EXISTING SMOKE DETECTOR, PUBLIC ADDRESS SPEAKER, FIRE ALARM BOX OR SIMILAR DEVICE, INCLUDING THE ASSOCIATED WIRING SHALL BE DAMAGED DURING DEMOLITION AND SUBSEQUENT CONSTRUCTION. RELOCATION OF SMOKE DETECTORS, PUBLIC ADDRESS SPEAKERS AND FIRE ALARM EQUIPMENT, NECESSITATED BY NEW CONSTRUCTION, SHALL BE ACCOMPLISHED AS A FIRST PRIORITY, AND PER THE PLANS. NO ACTIVE SMOKE DETECTOR SHALL BE COVERED OR OTHERWISE REMOVED OR USED FOR OTHER THAN IT'S INTENDED PURPOSE. 11. REMOVAL OF ANY EQUIPMENT, CABLING SWITCHES, AND CONDUIT PERTAINING TO DATA /COMMUNICATIONS AND TELEPHONE SHALL BE VERIFIED WITH TELEPHONE COMPANIES AND TENANT. 12. REMOVE ALL EXISTING MATERIALS WHICH WOULD CAUSE RISES OR DEPRESSIONS IN NEW FLOORING SURFACE, SUCH AS FASTENERS, OUTLET CORES, COVER PLATES, RESILIENT FLOOR COVERINGS, CARPET, CARPET PAD, FLASH PATCH, CONCRETE FILL, PLYWOOD, ETC. 13. DEMOLITION IS NOT NECESSARILY LIMITED TO WHAT IS SHOWN ON DRAWINGS. THE INTENT IS TO INDICATE THE GENERAL SCOPE OF DEMOLITION REQUIRED TO COMPLETE THE WORK IN ACCORDANCE WITH 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 SHOWN. FIXTURES / ALL EXISTING OUTLETS UNAFFECTED BY CONSTRUCTION ARE TO REMAIN AND ARE TO BE INTEGRATED INTO THE CURRENT SCHEME WHERE POSSIBLE. 2. SURVEY FIELD CONDITIONS AND VERIFY THAT WORK IS FEASIBLE AS SHOWN. VERIFY LOCATION OF ALL OUTLETS IN RELATION TO STRUCTURAL AND OTHER ELEMENTS AS REQUIRED. NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH WORK. 3. ARCHITECTURAL DRAWINGS DETERMINE LOCATION AND TYPE (ARCHITECT TO VERIFY W/ ENGINEER) OF ALL OUTLETS AND TAKE PRECEDENCE OVER ALL OTHERS, U.N.O.. ELECTRICAL ENGINEER'S POWER PLAN SHALL GOVERN THE WIRING LAYOUT AND INSTALLATION IN COMPLIANCE WITH ALL LAWS APPLICABLE AND ENFORCED BY GOVERNING�� AUTHORITIES. 4. OUTLETS SHOWN BA TO BACK ON PARTITION WALLS SHALL BE OFFSET 1' -0 ", MAXIMUM, OR MOUNTED AT DIFFERENT HEIGHTS IF . INDICATED. 5. FURNITURE, IF SHOWN, IS FOR. REFERENCE ONLY AND IS NOT IN CONTRACT, U.N.O. 6. COORDINATE ALL WORK RELATED TO EQUIPMENT WITH MANUFACTURER'S RECOMMENDATIONS, SPECIFICATIONS AND INSTRUCTIONS. 7. ALL EXISTING AND NEW FLOOR SLAB PENETRATIONS FOR CONDUIT OR PLUMBING LINES SHALL BE FULLY PACKED & SEALED IN ACCORDANCE WITH THE APPLICABLE BUILDING AND FIRE CODES. 8, COORDINATE NEW ELECTRICAL WITH EXISTING, WHERE OCCURS. 9. UPON COMPLETION OF OUTLET LAYOUT, NOTIFY THE ARCHITECT. ARCHITECT SHALL SITE VERIFY ALL OUTLET LOCATIONS PRIOR TO COMMENCEMENT OF CORING OR OUTLET INSTALLATION. 10. FURNISH AND INSTALL ONLY UNDERWRITERS LABORATORIES, INC. (UL) LABELLED DEVICES THROUGHOUT. . FLOOR, 11 INSTALL WALL MOUNTED OUTLETS 18 INCHES ABOVE FINISHED FLOOR. U.N.O. HEIGHTS SHALL BE DETERMINED FROM FINISHED FLOOR TO THE CENTERLINE OF COVERPLATE, INSTALLED VERTICALLY, GROUNDING POLE AT TOP, U.N.O. 12. MAINTAIN A 4 -INCH HORIZONTAL CLEARANCE IN ALL DIRECTIONS, MIN. FROM EDGE OF COVERPLATE, FOR WALL MOUNTED OUTLETS, OR FROM EDGE OF MONUMENT FOR FLOOR MOUNTED OUTLETS, WHEN ADJACENT TO A WALL, COLUMN, OR SIMILAR ELEMENTS, U.N.O. 13. INDICATED DIMENSIONS ARE TO THE CENTER OF THE COVERPLATE OR MONUMENT; CLUSTERS OF OUTLETS ARE DIMENSIONED TO THE CENTER OF THE CLUSTER, U.N.O.; GANG COVERPLATES SHALL BE ONE -PIECE 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. PERIMETER CEILING ANGLE, WHERE OCCURS, SHALL BE INSTALLED TIGHT 2. TO VERTICAL SURFACES, FREE FROM CURVES, BREAKS OR OTHER IRREGULARITIES AND PAINTED TO MATCH CEILING FINISH. 3. FURNISH AND INSTALL ALL ASSOCIATED TRIM AND SEISMIC BRACING AS REQUIRED. 4. LIGHT FIXTURES, NEW SPRINKLERS AND OTHER CEILING ELEMENTS SHALL BE CENTERED IN THE 2'X2' SECTION OF INDIVIDUAL CEILING TILES U.N.O. (EXIST. SPRINKLERS TO REMAIN UNLESS CONFLICT WITH NEW ELEMENTS). 5. PROVIDE CEILING ACCESS AS REQUIRED FOR EQUIPMENT AND SYSTEM MAINTENANCE, AND MATCH ADJACENT CEILING FINISH U.N.O. � 6. ALL SOFFITS AND CEILING HEIGHTS ARE DIMENSIONED FROM TOP OF FINISHED FLOOR TO BOTTOM OF FINISHED GYPSUM BOARD OR CEILING TILE AND SHALL ALLOW FOR THICKNESS OF ALL FLOOR FINISHES. . 7. THE REFLECTED CEILING PLAN INDICATES THE LOCATION OF CEILING HEIGHTS, LIGHT TYPES, LIGHT FIXTURES, AND ASSOCIATED ITEMS. 8. ALL SPECIFIC INFORMATION CONCERNING INSTALLATION FOR VARIOUS ABOVE- CEILING ELEMENTS ARE TO BE DESIGN BUILD, DOCUMENTATION BY OTHERS - PERMITTED SEPARATELY. 9. NOTIFY ARCHITECT OF ANY CONFLICTS OF LIGHT FIXTURE LOCATIONS WITH MAIN RUNNERS, DUCTS, STRUCTURES, HVAC, AND /OR (E)CONDUIT, PRIOR TO FRAMING FOR LIGHTS. ANY DISCREPANCIES BETWEEN ARCHITECT'S CEILING GRID LOCATION & ACTUAL FIELD CONDITIONS ARE TO BE CLARIFIED WITH THE ARCHITECT PRIOR TO FRAMING. 10. SUBMIT GRILLE, THERMOSTAT, AND OTHER FIXTURE AND ELEMENT LAYOUTS TO THE ARCHITECT FOR REVIEW AT LEAST 2 WEEKS PRIOR TO INSTALLATION. 11. VERIFY FIELD CONDITIONS AND LOCATIONS OF ALL PLUMBING, MECHANICAL DUCTS, STRUCTURAL ELEMENTS AND ALL OTHER RELATED ITEMS. INSTALL NEW PLUMBING, MECHANICAL, FANS, DUCTS, CONDUITS, AND OTHER RELATED ITEMS SO AS TO NOT CONFLICT WITH ANY /ALL FIELD CONDITIONS INCLUDING LUMINAIRES. 12. INSTALL NEW LIGHT FIXTURES WITH PROTECTIVE FILM OR SIMILAR COVER OVER LOUVER, LENS, BAFFLE, ETC. TO AVOID FIXTURE SOILING OR DAMAGE. FIXTURES SHALL BE MAINTAINED CLEAN AND AS NEW. ALL LAMPS SHALL BE NEW AT PROJECT COMPLETION - RELAMP EXISTING FIXTURES. 13. CONTRACTOR TO VERIFY CODE COMPLIANCE OF EXISTING ACOUSTICAL CEILING GRID SYSTEMS . AND ASSOCIATED SEISMIC BRACING RESTRAINTS. i'5YSTEMS_MOD NOT IN COMPLIANCE SHALL'BE MODIFIED „AND/OR .,, >. M ....,.e DES (INCLUDING; PROVIDED tAS REQUIRED BY CURRENT" BUILDING CO' BUT- ; LIMITED yTO, CURRENT 3 IBCjFWALL`MOLDING v(2 ,, :�ANGLE) ` AND ,SEISMIC 'SEPARATION JOINTS ) r' 14. CONTRACTOR TO VERIFY CODE COMPLIANCE OF ALL EXISTING LIGHTING FIXTURES AND ASSOCIATED SEISMIC BRACING RESTRAINTS. FIXTURES FOUND NOT IN COMPLIANCE SHALL BE MODIFIED AND /OR NEW PROVIDED AS REQUIRED BY CURRENT BUILDING AND /OR ENERGY COMPLIANCE CODES. 15. ALL EXITING LIGHTS AND EGRESS LIGHTING LOCATIONS SHALL BE DETERMINED BY BUILDING AND FIRE INSPECTOR'S FIELD PLACEMENT DETERMINATION. 16. ALL SMOKE DAMPERS SHALL BE INSTALLED IN ACCORDANCE WITH IMC /IBC OR SUPERCEDING CODE. ALL FIRE DAMPERS SHALL BE INSTALLED IN ACCORDANCE WITH IMC /IBC OR SUPERCEDING CODE. Finish Notes: \ �� R 601 108th Ave Bellevue, WA 1 201 Western Seattle, WA 98101 tel (425] - 9200, Inter -Tel Fairway Center 14240 Interurban Ave. Building B - Suite 148 9 Tukwila, WA 98168 Design Team Design JPC H N - 980 Ave - S I T E C T S Suite 2250 Suitt 450 fax [425 637 - 8200 Drawn EU Checked JS Date 0630/08 JPC Project No. 08- 100 -0120 Revisions No Date Desc . 07/03/08 PERMIT ISSUE PERMIT Registration • • Dimension Notes: 1. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS GOVERN. ALL PARTITION LOCATIONS SHALL BE AS SHOWN ON PARTITION PLAN. IN CASE OF CONFLICT NOTIFY ARCHITECT. PARTITION PLAN BY ARCHITECT TAKES PRECEDENCE OVER ALL OTHER PLANS. 2. ALL PARTITIONS ARE DIMENSIONED FROM FINISH FACE OF GYPSUM BOARD TO FINISH FACE OF GYPSUM BOARD UNLESS OTHERWISE NOTED. ALL DIMENSIONS MARKED "CLEAR" OR " SHALL BE MAINTAINED AND SHALL ALLOW FOR THICKNESSES OF ALL WALL FINISHES, U.N.O. "CLEAR" "" 3. DIMENSIONS NOTED OR 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 RLTOUR. BARRIER CECATIONS. 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 1 -6 CLR. ON STRIKE /PULL SIDE OF DOOR. VERIFY AND ADVISE ARCHITECT OF EXCEPTIONS PRIOR TO CLOSING OUT PARTITIONS. '. �,, y ; ��� ti t x 1. ALL AREAS TO RECEIVE CARPET AND BASE AS SCHEDULED U.N.O. 2. ALL AREAS TO RECEIVE RB -1 U.N.O. PARTITIONS TO RECEIVE P -1 U.N.O. 4. PREP ALL EXISTING FLOOR SURFACES TO RECEIVE NEW FINISHES AS SCHEDULED. 5. PROVIDE PAINT APPLICATION APPROPRIATE TO THE SUBSTRATE TO WHICH IT IS TO BE APPLIED. 6. ALL EXPOSED GYP. BD. SURFACES, BOTH EXISTING AND NEW, ARE TO RECEIVE NEW PAINT FINISH. PREP ALL SURFACES AS REQUIRED FOR NEW PAINT FINISH. PROVIDE ONE PRIME COAT PLUS TWO FINISH COATS 7. CHANGES IN FLOOR MATERIALS THAT OCCUR AT FRAMED DOOR OPENINGS SHALL OCCUR AT THE CENTERLINE OF THE DOOR IN THE CLOSED POSITION. 8. ANY DECORATIONS USED SHALL BE NON- COMBUSTIBLE OR FLAME - RETARDANT TREATED IN AN APPROVED OF MANNER (CURTAINS, DRAPES, SHADES, HANGINGS, ETC.) 9. ALL INTERIOR PARTITIONS, CEILING FINISHES AND TRIM OF PUBLIC AREAS TO COMPLY WITH CLASS 1 MATERIAL CLASSIFICATION; FLAME PREAD RATING 0 TO 25, SMOKE DEVELOPED 200. ALL INTERIOR WALL AND CEILING FINISHES AND TRIM OF NON- PUBLIC AREAS TO COMPLY WITH CLASS 2 MATERIAL CLASSIFICATION; FLAME SPREAD RATING 26 TO 75, SMOKE DEVELOPED 450. 10. FLOOR COVERINGS OF PUBLIC AREAS TO MEET CLASS A INTERIOR FLOOR FINISH REQUIREMENTS; CRITICAL RADIANT FLUX OF 0.45 WATTS PER SQUARE CENTIMETER OR HIGHER, FLOOR COVERINGS OF NON- PUBLIC AREAS TO MEET CLASS B INTERIOR FLOOR FINISH REQUIREMENTS; CRITICAL RADIANT FLUX BETWEEN 0.22 WATTS PER SQUARE CENTIMETER AND 0.44 WATTS PER SQUARE CENTIMETER. 11. CARPET INSTALLATION TO MEET THE GUIDELINES OF THE CARPET AND RUG INSTITUE- "STANDARD FOR INSTALLATION SPECIFICATION OF COMMERCIAL CARPET ", CRI 104 - 2002 EDITION. 12. PROVIDE FINISHED SCRIBE STRIPS AND FINISHED MILLWORK EDGES TO CREATE A FINISHED REVEAL CONDITION WHERE MILLWORK COUNTERS, CABINETS, ETC. ABOUT ADJACENT PARTITION CONSTRUCTION. ALL TEM HAVE PLASTIC K EDGES LAMINATE SURFACES AND RECEIVED CI1�Y OF TUKWILA JUL 0 3 Z008 PERMIT CENT 3 I 6485 REGISTERED STATTE E O OFF WASHINGTON W Keyplan ISOLATED GROUND- GRAY UPS- ORANGE ALL OTHERS- MATCH BUILDING STANDARD SWITCH FINISH: MATCH BUILDING STANDARD COVERPLATE FINISH: MATCH BUILDING STANDARD (INCLUDES ALL COVERPLATES -POWER /VOICE /DATA) Door Notes: 1. ALL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 2. ALL GLAZING SHALL CONFORM TO SAFETY GLAZING REQUIREMENTS OF IBC SECTION 2406. 3. MAGNETIC HOLD OPEN DEVICES SHALL BE TIED TO BUILDING FIRE ALARM SYSTEM. 4. ALL RATED DOORS TO BE LABELED PER IBC TABLE 715.3. 5. THRESHOLDS AT DOORWAYS SHALL BE l" MAXIMUM IN HEIGHT. PER ICC /ANSI A117.1 -2003 SECTION 404.2.4. . ICC /ANSI Al A117.1 -2003 SECTION 404.2.6. DOOR HARDWARE. HANDLES, 6. 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 8c 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 ELECTRONICALLY PROVIDED, CURED 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. Sheet Title General & Sheet No. © ,� Notes Symbols 0 1 I ■ 2008, JPC Architects, PLLC Symbol Legend: 1 2306 I ROOM NUMBER REFERENCE I - 10.3 DETAIL REFERENCE BUBBLE ( 2306) DOOR NUMBER REFERENCE. /\ JOB NORTH REVISION REFERENCE / ■ © REFERENCE KEY I -10.3 INTERIOR ELEVATION SYMBOL (REFER TO SHEET /KEY NOTES) 0 0 0 0 � X 0 0 0 0 0 0 0 0 0 a_ NJ co 0 0 0 i m X L- DEMONSTRATION RM 15 SF /OCCUPANT 413 S.F. COMMON PATH TRAVEL DISTANCE: 55' -5" TOTAL EXIT TRAVEL DISTANCE: 117'- 1 -1/2" CONFERENCE RM 15 SF /OCCUPANT 212 S.F. N N ® Exit Plan Scale: N.T.S. ESC MAR 0 4 Z009 R _E VE CODE COMPLIANCE 'PPit ED AUG 132fI aty Of Tukwila Do 31o 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. "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. ICI DENOTES NUMBER OF OCCUPANTS Code Notes: 1. 73 TOTAL OCCUPANTS IN SUITE: 73/3 = 24 PER EXIT. 2. EGRESS EXIT WIDTH: PER IBC SECTION 1005.1: 24 X 0.2 = 4.8" MINIMUM EXIT WIDTH. ACTUAL PROVIDED: (2) 36" DOOR AT SOUTH WEST SIDE. (1) 36" DOORS AT NORTH EAST SIDE. General Notes: 1. 73 TOTAL OCCUPANTS IN SUITE - ASSUME 36.5 MALE AND 36.5 FEMALE. 2. WATER CLOSETS /URINALS - 1 PER 25 FOR THE FIRST 50 AND 1 PER 50 FOR THE REMAINDER EXCEEDING 50. (4) WATER CLOSETS ARE REQUIRED. (4) WATER CLOSETS /URINALS HAVE BEEN PROVIDED. 3. LAVATORIES - 1 PER 40 FOR THE FIRST 50 AND 1 PER 80 FOR THE REMAINDER EXCEEDING 50. (2) LAVATORIES ARE REQUIRED. (2) LAVATORIES HAVE BEEN PROVIDED. 4. DRINKING FOUNTAINS - 1 PER 100. (2) IS REQUIRED. (2) DRINKING FOUNTAINS (ONE ADA AND ONE STANDARD) HAV , , PROVIDED. CITY OF TUKWILA JUL 03 Z005 PERMIT CENTER Inter -Tel Fairway Center 14240 Interurban Ave. S Building B - Suite 148 Tukwila, WA 98168 Design Team Design Drawn Checked Date JPC Project No. 601 108th Ave NE- Suite 2250 Bellevue, WA 980 1201 Western Ave - Suit @ 450 Seattle, WA 98101 tel [425] 641 -9200, fa5 x [42637 -8200 JPC EU JS 06/30/08 08- 100 -0120 No. Date Description 07/03/08 PERMIT ISSUE Revisions Registration REGISTERED A CHITECT ANN KUSKA DERR STATE OF WASHINGTON 6485 Keyplan Sheet Title Exit Plan & Code Summary Sheet No. I-cs-I © 2008, JPC Architects, PLLC co ro O 0 co w 3 a s Ore � X 0 0 0 O Ui 0 Co 0 0 N 0 # 1-- -- 1 1 1 1 1 1 1 1 1 1 1 1 i 1 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i i 1 1 1 i 1 1 1 1 1 t - - - — - - - - - - - - IN - - - - - — - - - - S S • • S • • SCOPE OF WORK /* 7,257 USF — ; kin LI I\I I) L.N I. 1 \I L S S I I OP: Demolition Plan 11 Scale: 1/8 " =1' -0" D = 71 tc— J I'I] ND 1 \I L. krfl I\I L --- 1 1 1 1 1 1 1 e 1 1 1 l 1111M -- --� \\ 1 1 1 1 1 1 1 1 1 1 1 1 IJ 1 1 1 1 - -- \\ Demolition Key Notes: O1 REPAIR AND /OR REPLACE DAMAGED ACT OR LIGHT FIXTURES 0 REMOVE AND SALVAGE EXISTING SINK & DISHWASHER FOR RE- INSTALLATION. REFER TO FLOOR PLAN FOR ADDITIONAL INFORMATION. 0 REMOVE AND SALVAGE EXISTING DOORS, FRAMES, RELITES AND HARDWARE FOR REUSE AND REINSTALLATION WHERE PRACTICAL. REFER TO FLOOR PLAN FOR ADDITIONAL INFORMATION. OsHATGHED - AREA- INDICATE- `?- EXISTTING- CEILING- TO-BE- DEMOLISHED. 0 DEMOLISH ALL EXISTING FINISH FLOORING AND BASE, UNLESS OTHERWISE INDICATED. PATCH AND REPAIR AFFECTED SUBSTRATE AS REQUIRED FOR INSTALLATION OF NEW FINISH FLOORING AND BASE MATERIALS. REFER TO FINISH PLAN. PROTECT EXISTING (TO REMAIN) MILLWORK DURING SCOPE OF DEMOLITION. RECONDITION EXISTING CABINETRY, INCLUDING BUT NOT LIMITED TO ADJUSTMENT OF HINGES. DEMOLISH AND DISPOSE OF EXISTING CABINETRY. PATCH AND REPAIR AFFECTED AREAS, INCLUDING BUT NOT LIMITED TO WALLS, FLOORS AND CEILINGS AS REQUIRED MATCHING EXISTING FINISH MATERIALS, U.N.O. Demolition Partition Legend: EXISTING PARTITION /CONSTRUCTION TO REMAIN EXISTING PARTITION TO BE REMOVED EXISTING SHELL & CORE WALLS TO REMAIN S 1 & _ --- 1 1 1 1 1 1 1 1 1 1 1 1 i 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i 1 0 r — i 1 i 1 1 1 L 1 1 l • ♦ \S s\ SCOPE OF WORK # 7,257 USF — —/ ; MGR. OFFICE SALES MGR. OFFICE SALES OFFICE SALES OFFICE 14' -10 " SALES ° OFFICE INSTALL MGR. OFFICE OPS MGR. OFFICE HR MGR. OFFICE 117 JN 12' -6" SALES OFFICE RECEPTION REA ALIGN COPY +44" ROOM OPEN OFFICE OPEN OFFICE ALIGN FILE ROOM ALIGN 1 1 1 1 1 1 1 1 1 1 i 1 ( 113B ) ALIGN WAREHOUSE - - -- -- - ---- ----- -- ----- IM I= S S S S S S Floor Plan Scale: 1/8 " =1' -0" `-, 1 1 1 1 1 1 1 1 1 1 1 1 IJ 1 1 1 SI N- -- - - 1 1 1 1 1 i I 1 1 1 I Floor Plan Key Notes: O1 EXISTING B/S RELITE TO REMAIN. O EXISTING CASEWORK TO REMAIN. PROVIDE NEW P -LAM FACE THROUGHOUT. PL1 HORIZONTAL, PL2 VERTICAL. O CORE DRILL LOCATION TO BE COORDINATED WITH TENANT. O PROVIDE FOLLOWING OUTLETS IN SERVER ROOM: L5 -30R, L6 -30R, & 5 -20. COORDINATE EXACT LOCATION WITH TENANT. O NEW FABRIC OVER FRAME AWNING AT ENTRY. SINAGE TO BE FILED UNDER SEPARATE PERMIT. O MULLION /PARTITION INTERSECTION. SEE DETAIL 4/1 -9.1 Floor Plan Partition Legend: Symbols Legend: F.E.C. BUILDING STANDARD FIRE EXTINGUISHER CABINET (OR SPEC) GRID HEIGHT PARTITION. REFER TO DETAIL 2/1 -9.1. -0 O A S NO DESIGNATION = EXISTING N = NEW 8c/OR RELOCATED (COORDINATE RELOCATED ITEMS W /ARCHITECT) D = DEMOLISH I EXISTING PARTITION TO BE REMOVED EXISTING PARTITION /CONSTRUCTION TO REMAIN EXISTING SHELL & CORE WALLS DUPLEX RECEPTACLE DEDICATED DUPLEX RECEPTACLE GFI DUPLEX RECEPTACLE FOURPLEX RECEPTACLE DEDICATED FOURPLEX RECEPTACLE SPECIAL RECEPTACLE CORE DRILL J -BOX FOR TENANT PROVIDED SYSTEMS FURNITURE. POWER POLE VOICE /DATA RECEPTACLE. CONTRACTOR TO PROVIDE MUD RING AND PULL STRING PROXIMITY CARD READER WALL TAG REVIEWED FOR CODE COMPLIANCE A PROVE AUG 1 3 2008 City Of Tukwila BUILDING DIVISION MAR 0 4 ZOU9 D RECEIVED CITY OF TUKWILA JUL. 0 3 LUUS PERMIT CENTER Inter -Tel Fairway Center 14240 Interurban Ave. S Building B - Suite 148 Tukwila, WA 98168 Design Drawn Checked Date JPC Project No. No. Date 601 108th Ave N - Suite 2250 Bellevue, WA 9800 1201 Western Ave - Suit 4 50 Seattle, WA 98101 tel [425] 641 -9200, fax [425637 -8200 Design Team JPC EU JS 06/30/08 08 -100 -0120 Revisions Description 07/03/08 PERMIT ISSUE Registration REGISTERED A HIT CT ! ANN KUSKA DERR STATE OF WASHINGTON" 8485 Keyplan Sheet Title Demolition & Floor Plans Sheet No. I -3.1 © 2008, JPC Architects, PLLC • co cc cc 0 cc C7 co co 0 1 i 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i 1 1 1 1 i 1 1 1 I 1 e 1 IN NM II Bram Fig WARM r Itiffir INA AMEN IffiELIKELIEI ALOMA rappo yr r 44 Prr PPP' rirdrir r 1 1 1 1 1 1 v 1 1 1 1 111 I Ii 111 1 11111111 i_wwimm" - samela...st.• MIME MI= 111111111111111 PEN liii 1 1 1 111 III I 1 1111111111 111111,1111 Pommilmommummw .11110611 0 min 11 III MOM III EI momon 11 ummum Ilmomimazzim room 11 III Iiimop• 1 1 1 1 1 1 e 1 1 1 1 t 1 t 1 1 1 1 • 111M IN 74 I 1 i 1 1 i 1 i 1 1 1 1 1 1 1 1 iIiiIIIITiijITI 1 1 1 limmill1111111111111111111111111111111 # lt IBC The illu 2. In MI MI - -- - NM IN - - IN - - MI BE - - — - - - - - - AAAA 1 m AEA p r P /// Reflected Ceiling Plan Scale: 1/8 " =1' -0" 1 1 1 e 1 1 1 1 1 1 i 1 III IU I HIHI I(ii imeinory k 11•14%* " • 844% 4.1"*. SCOPE OF WORK * Reflected Ceiling Plan Notes: 3 '�t 1 ., / EXISTING BUILDING STANDARD SUSPENDED CEILING GRID AND ACOUSTICAL TILE SYSTEM. REPLACE ALL DAMAGED AND /OR STAINED TILE WITHIN SCOPE OFW_QRK: r 02 PROVIDE NEW CEILING `�f I & TILES. MeG EW =LAYOU W11 _.-_� fXI�TI G AOEM1t;RI®- Symbols Legend TYPE F -1 F -2 SYMBOL $3 10I ALLOWABLE WATTAGE PER SF TYPE F -1 F -2 F -3 MFG. SQ. FT. 7257 WATTS/ FIXTURE 64 32 26 DESCRIPTION SWITCH 3WAY SWITCH BLDG STD EXIT LIGHT EXTG BLDG STD 2x4 SUSP. CEILING GRID & TILE NEW BLDG STD 2x4 CEILING TILE IN EXISTING GRID BLDG STD 2x4 FLU. LIGHT FIXTURE, 2 -T8 WW LAMPS BLDG STD 2x2 FLU. LIGHT FIXTURE, 2 -T8 WW LAMPS BLDG STD RECESSED, FLU. DOWNLIGHT FIXTURE, 2 -13W QUAD LAMPS NO QESIGNATION = EXISTING N = NEW & /OR RELOCATED (COORDINATE RELOCATED ITEMS W /ARCHITECT) D = DEMOLISH Lighting Power Budget WATTS PER SF 1.0 QTY. 77 14 2 TOTAL ALLOWED WATTS 7257 TOTAL WATTS 4,928 448 52 5,428 S \ MEANS OF EGRESS ILLUMINATION 1006.1 Illumination required. means of egress, including the exit discharge, shall be 'nated at all times the building space served by the • - ns of egress is occupied. C 1006.2 Illumination level. The means of egress illumination level shall not be less than 1 foot- candle at the walking level ` IBC 1006.3 Illumination emergency power. The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of power supply failure, an emergency electrical syst :. shall automatically illuminate the following areas: Aisles and unenclosed stairways of rooms that require two or more means of egress. Corridors, exit enclosures and exit passageways.. Exterior egress components... Interior exit discharge elements... 5. Exterior landings...for exit discharge doorways... 1 , •• - - 1 i 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 1 i 1 1 1 1 i 1 1 1 I 1 I 1 l i- - - - i- i- f — - - - - - — — IN - IN - - - MINIM • S S • S S SCOPE OF WORK 7,257 USF— —/ S S S Finish Plan Scale: 1/8 " =1' -0" - -- 1■11111111111 --- Mr 11111111■1111111111■1 ■.■ CPT (RBI) -\ THROUGHOUT U.N.O. 1 1 1 I 1 1 1 1 1 1 1 lJ 1 1 I ,A - ---- -IN ■ Finsh Plan Key Notes: 11 EXISITNG CONCRETE FLOORING TO REMAIN IN THIS AREA. PATCH AND REPAIR AS NECESSARY TO PROVIDE AN EVEN SURFACE. Finish Specifications FLOORING CPT VCT BASE (RBI) GENERAL WALL PAINT (TYPICAL U.N.O.) SHEEN: EGGSHELL, SEMI -GLOSS © WET AREAS ACCENT WALLS CASE WORK PL1 PL2 TYPICAL FLOORING, U.N.O. MFR: TBD STYLE NAME: TBD STYLE NO: TBD COLOR NO: TBD BACKING: TBD INSTALLATION: TBD MFR REP.: TBD VINYL COMPOSITION TILE MFR: TBD SERIES: TBD COLOR NAME: TBD COLOR NO: TBD TYPICAL BASE, U.N.O. MFR: TBD PRODUCT: TBD COLOR NAME: TBD COLOR NO: TBD ASTM TYPE: TBD PROFILE: TBD MFR: TBD COLOR NAME: TBD COLOR NO: TBD MFR: TBD COLOR NAME: TBD COLOR NO: TBD SHEEN: EGGSHELL, SEMI -GLOSS © WET AREAS PLASTIC LAMINATE MFR: TBD COLOR NAME: TBD COLOR NO: TBD LOCATION: TBD PLASTIC LAMINATE MFR: TBD COLOR NAME: TBD COLOR NO: TBD LOCATION: TBD MAR '0' ZAU9 X08 -3(I) Acv WED FOR CODE COMPLIANCE OP MMED 1 3 2088 City Of 'Tukwila (J 1DINC DIVISION D RECEIVED CITY OF TUK1WILA JUL 0 3 /11118 PERMIT CENTER Inter -Tel Fairway Center 14240 Interurban Ave. S Building B - Suite 148 Tukwila, WA 98168 Design Team Design Drawn Checked Date JPC Project No. JPC EU JS No. Date Description 601 108th Ave N ^ - Suite 2250 Bellevue, WA 980 1201 Western Ave - Suitt, 450 Seattle, WA 98101 \ tel [425] 641 -9200, fax [425] 637 -8200 06/30/08 08 -100 -0120 Revisions 07/03/08 PERMIT ISSUE Registration N 5 REGISTERED ARCHITECT ANN KUSKA DERR STATE OF WASHINGTON Keyplan Sheet Title Reflected Ceiling & Finish Plans Sheet No. 1-4.1 © 2008, JPC Architects, PLLC Date/Time: 7/2/2008 12:25 PM Pen Table: OCE9600.CTB Author: EDWARD U Fird 1 • co cc cc 0 cc C7 co co 0 1 i 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i 1 1 1 1 i 1 1 1 I 1 e 1 IN NM II Bram Fig WARM r Itiffir INA AMEN IffiELIKELIEI ALOMA rappo yr r 44 Prr PPP' rirdrir r 1 1 1 1 1 1 v 1 1 1 1 111 I Ii 111 1 11111111 i_wwimm" - samela...st.• MIME MI= 111111111111111 PEN liii 1 1 1 111 III I 1 1111111111 111111,1111 Pommilmommummw .11110611 0 min 11 III MOM III EI momon 11 ummum Ilmomimazzim room 11 III Iiimop• 1 1 1 1 1 1 e 1 1 1 1 t 1 t 1 1 1 1 1 1 i 1 i 1 1 1 1 1 1 • 1 111M IN 74 I 1 i # lt IBC The illu 2. In MI MI - -- - NM IN - - IN - - MI BE - - — - - - - - - AAAA 1 m AEA p r P /// Reflected Ceiling Plan Scale: 1/8 " =1' -0" 1 1 1 e 1 1 1 1 1 1 i 1 III IU I HIHI I(ii imeinory k 11•14%* " • 844% 4.1"*. SCOPE OF WORK * Reflected Ceiling Plan Notes: 3 '�t 1 ., / EXISTING BUILDING STANDARD SUSPENDED CEILING GRID AND ACOUSTICAL TILE SYSTEM. REPLACE ALL DAMAGED AND /OR STAINED TILE WITHIN SCOPE OFW_QRK: r 02 PROVIDE NEW CEILING `�f I & TILES. MeG EW =LAYOU W11 _.-_� fXI�TI G AOEM1t;RI®- Symbols Legend TYPE F -1 F -2 SYMBOL $3 10I ALLOWABLE WATTAGE PER SF TYPE F -1 F -2 F -3 MFG. SQ. FT. 7257 WATTS/ FIXTURE 64 32 26 DESCRIPTION SWITCH 3WAY SWITCH BLDG STD EXIT LIGHT EXTG BLDG STD 2x4 SUSP. CEILING GRID & TILE NEW BLDG STD 2x4 CEILING TILE IN EXISTING GRID BLDG STD 2x4 FLU. LIGHT FIXTURE, 2 -T8 WW LAMPS BLDG STD 2x2 FLU. LIGHT FIXTURE, 2 -T8 WW LAMPS BLDG STD RECESSED, FLU. DOWNLIGHT FIXTURE, 2 -13W QUAD LAMPS NO QESIGNATION = EXISTING N = NEW & /OR RELOCATED (COORDINATE RELOCATED ITEMS W /ARCHITECT) D = DEMOLISH Lighting Power Budget WATTS PER SF 1.0 QTY. 77 14 2 TOTAL ALLOWED WATTS 7257 TOTAL WATTS 4,928 448 52 5,428 S \ MEANS OF EGRESS ILLUMINATION 1006.1 Illumination required. means of egress, including the exit discharge, shall be 'nated at all times the building space served by the • - ns of egress is occupied. C 1006.2 Illumination level. The means of egress illumination level shall not be less than 1 foot- candle at the walking level ` IBC 1006.3 Illumination emergency power. The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of power supply failure, an emergency electrical syst :. shall automatically illuminate the following areas: Aisles and unenclosed stairways of rooms that require two or more means of egress. Corridors, exit enclosures and exit passageways.. Exterior egress components... Interior exit discharge elements... 5. Exterior landings...for exit discharge doorways... 1 , •• - - 1 i 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 1 i 1 1 1 1 i 1 1 1 I 1 I 1 l i- - - - i- i- f — - - - - - — — IN - IN - - - MINIM • S S • S S SCOPE OF WORK 7,257 USF— —/ S S S Finish Plan Scale: 1/8 " =1' -0" - -- 1■11111111111 --- Mr 11111111■1111111111■1 ■.■ CPT (RBI) -\ THROUGHOUT U.N.O. 1 1 1 I 1 1 1 1 1 1 1 lJ 1 1 I ,A - ---- -IN ■ Finsh Plan Key Notes: 11 EXISITNG CONCRETE FLOORING TO REMAIN IN THIS AREA. PATCH AND REPAIR AS NECESSARY TO PROVIDE AN EVEN SURFACE. Finish Specifications FLOORING CPT VCT BASE (RBI) GENERAL WALL PAINT (TYPICAL U.N.O.) SHEEN: EGGSHELL, SEMI -GLOSS © WET AREAS ACCENT WALLS CASE WORK PL1 PL2 TYPICAL FLOORING, U.N.O. MFR: TBD STYLE NAME: TBD STYLE NO: TBD COLOR NO: TBD BACKING: TBD INSTALLATION: TBD MFR REP.: TBD VINYL COMPOSITION TILE MFR: TBD SERIES: TBD COLOR NAME: TBD COLOR NO: TBD TYPICAL BASE, U.N.O. MFR: TBD PRODUCT: TBD COLOR NAME: TBD COLOR NO: TBD ASTM TYPE: TBD PROFILE: TBD MFR: TBD COLOR NAME: TBD COLOR NO: TBD MFR: TBD COLOR NAME: TBD COLOR NO: TBD SHEEN: EGGSHELL, SEMI -GLOSS © WET AREAS PLASTIC LAMINATE MFR: TBD COLOR NAME: TBD COLOR NO: TBD LOCATION: TBD PLASTIC LAMINATE MFR: TBD COLOR NAME: TBD COLOR NO: TBD LOCATION: TBD MAR '0' ZAU9 X08 -3(I) Acv WED FOR CODE COMPLIANCE OP MMED 1 3 2088 City Of 'Tukwila (J 1DINC DIVISION D RECEIVED CITY OF TUK1WILA JUL 0 3 /11118 PERMIT CENTER Inter -Tel Fairway Center 14240 Interurban Ave. S Building B - Suite 148 Tukwila, WA 98168 Design Team Design Drawn Checked Date JPC Project No. JPC EU JS No. Date Description 601 108th Ave N ^ - Suite 2250 Bellevue, WA 980 1201 Western Ave - Suitt, 450 Seattle, WA 98101 \ tel [425] 641 -9200, fax [425] 637 -8200 06/30/08 08 -100 -0120 Revisions 07/03/08 PERMIT ISSUE Registration N 5 REGISTERED ARCHITECT ANN KUSKA DERR STATE OF WASHINGTON Keyplan Sheet Title Reflected Ceiling & Finish Plans Sheet No. 1-4.1 © 2008, JPC Architects, PLLC Date/Time: 7/2/2008 12:25 PM Pen Table: OCE9600.CTB Author: EDWARD U WALL TYPE WALL HT. STUD SIZE STUD GAUGE STUD SPACING WALL THICKNESS INSULATION FIRE RATING/ UL DESIGN NO. COMMENTS WALL CEILING A 8' -10" 2 1/2" 25 GAUGE 24" O.C. 3 3/4" - - - REF 3/I - 91 t, ;FOR BRACING I w i O 0 o 0 0 ..... • O O O 0 0 • O 0 O 0 O O E 0 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. 2 SUSPENSION WIRE: 12 GA. GALV. SOFT- ANNEALED MILD STEEL WIRE ENCASED IN 1/2" DIAM. CONDUIT (FO „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. 2 3 TURN IN. \ Wail ► 3" TYP. 4 00 . !!! .. '; _ MAIN RUNNER, \�'� HEAVY DUTY 45 'MAX.TYP. �` RUNNER ENDS AT OPPOSITE WALLS VIEW SHOWING LATERAL BRACING —" 2" MAX TYP TO FLOAT FREE �� . ON PERIMETER ANGLE. PROVIDE 3/4'' CLEARANCE BETWEEN ENDS CLUSTER AND SUSPENSION WIRE OF GRID & WALL. FASTEN RUNNERS TO PERIMETER WALL ANGLE AT (2) ADJACENT SIDES PROVIDE MIN. 2" . 'WIDE .WALL ANGLE. STAN STUD WIDTH 2 1/2" 3 5/8" 4" 6 DARD GAGE STUD SPACING 16" 24" 16" 24" 16" 24" 16" 24" (25) STUDS ONE LAYER EACH SIDE 12' -0" 10' -6" 15' -8" 13' -4" 16' -10" 13' -11" 19' -4" 15' -6" 20 GAGE STUDS STUD WIDTH 2 1/2" 3 5/8" 4 6 STUD SPACING 16" 24" 16" 24" 16" 24" 16" 24" ONE LAYER EACH SIDE 13' -0" 11' -5" 17' -4" 15' -2" 18' -7" 16' -2" 25' -7" 21' -11" Scale: NTS NOTES: - ASSUMED ALLOWABLE DEFLECTION = L/240 - PROVIDE STUD BRIDGING AS REQUIRED BY GOVERNING CODES AND REGULATIONS Drywall Studs Limiting Heights Ceiling Bracing Diagram PLAM AT ALL EXPOSED EXTERIOR SURFACES TYPICAL 3/4" ADJUSTABLE SHELF ON 2" O.C. SHELF CLIPS 3" WIRE PULLS PROVIDE BLOCKING BEHIND CABINET AND IN WALL AS REQUIRED Upper Cabinet Scale: 1"=1'-0" COMPOSITE DESIGN FOR STEEL STUD PARTITIONS NOTE NO. 1 0 9 NOTE NO. 1 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. Scale: 3 " =1' -0" BUILDING STANDARD FIRE EXTINGUISHER CABINET Grid Ht. Partition Scale: NTS 3" WIRE PULLS PLAM AT ALL EXTERIOR SURFACES TYPICAL 4" RUBBER BASE AT TOE KICK Scale: 1"=1'-0" 0 r . N Typical Mounting Heights Base Cabinet 3" O O 0 0 O O 0 0 0 0 SHIM AS REQ'D, SECUREIT0 -'GRID INSULATION TO EXTEND 2' -O" BEYOND EACH SIDE OF WALL AS NOTED BELOW , CEILING AS SPECIFIED PAINT REVEAL FLAT BLACK OR TAPED BLACK INSULATION AS NOTED BELOW ONE LAYER 5/8" GWB EACH SIDE OF WALL MTL. STUDS - WIDTH, GA. & SPACING AS NOTED BELOW CONT. MTL. RUNNER MECHANICALLY FASTENED TO SUBFLOOR. SPACING AND EMBED DEPTH PER GOVERNING CODE & REGULATIONS. SPECIFIED BASE FINISHED FLOOR 1/8" FOAM TAPE ELEC. OUTLET TEL. OUTLET 2' -0" U.N.O. SCHEDULED DOOR (OPEN OR CLOSED) WALL -MTD. TELEPHONE OUTLET THERMOSTAT HARDWARE SET AS SCHEDULED WHEN LOCATED AT COLUMNS, CABINET AND SIGNAGE TO BE CENTERED ON COLUMN ENCLOSURE. TYPICAL, U.N.O. NOTE : INSTALL LOCAL ELECTRICAL AND TELEPHONE WALL OUTLETS AND SWITCHPLATES AT NEAREST STUD FROM SCALED LOCATION ON PLAN UNLESS SPECIFICALLY DIMENSIONED. 0 0 0 0 0 0 0 0 0 *SB =SOUND ATTENUATION BATTS 2 -3/4" VERIFY W/ HARDWARE SCHEDULE PLAM COUNTER TOP AND BACKSPLASH MELAMINE AT ALL CABINET INTERIORS TYPICAL 3/4" ADJUSTABLE SHELF ON 2" O.C. SHELF CLIPS FR =FIRE RESISTIVE LIGHT SWITCH DOTTED` IN INDICATES OCATION OF LARGER LATE FOR GANGED \ SWITCHES \ NOTE: HEIGHTS ARE AS NOTED UNLESS DIRECTED BY B/S TO BE DIFFERENT PROVIDE BLOCKING BEHIND CABINET AND IN WALL AS REQUIRED x 4 4 1 MIN 1 411k ■� �/I!/ IM p,�,, IL NMI a ifs ACT CEILING TILE LINE OF CEIL. GRID METAL EDGE TRIM BLOCK SPACER ABOVE & BELOW GRID AT POINT OF CONNECTION (RUN GRID THROUGH) ACOUSTICAL BATTS AT SOUND PARTITIONS ONLY Partition Bracing Detail Scale: 3 " =1' -0" UPPER CABINETS WITH (2) ADJUSTABLE SHELVES PLASTIC LAMINATE AT NEW CABINETS AND COUNTER /BACKSPLASH. INTERIOR TO BE WHITE MELAMINE. LOWER CABINETS WITH (1) ADJUSTABLE SHELF Scale: 1"=1'-0" T \ 7' -\ \ / \ Y -- 8 1 -9.1 N / \ / N / / N / EQ. I. EQ. Elevation @ Copy Room 116 EXIST. STRUC. FLOOR ATTACH CROSS BRACING TO FLOOR DECK W/ RAMSET FASTENERS, TYP. RESTORE ALL DAMAGEDuFIRE ,: PROOFING TO ORIG FIRE RATING CROSS rBRACING AT_. 8' 0 "} 0 C STAGGERED 3 1/2" - x 25 GA. STEEL STUDS '' ;. ATTACH W/ (3) #6 SHT MTL SCREWS ATTACH CROSS BRACING THRU SPACER TO RUNNER W / #6 SHT MTL SCREW 5/8" GWB EACH SIDE OF 25 GA. METAL STUDS ® 24" O.C. NlY / EQ. \/ \ /\ / 7 / / \ / NY 7 / / 1C-0" i 0 Ni 0 N 0 Ni Typical Mullion /Partition Intersection Scale: 3 " =1' -0" DO NOT SECURE PARTITION TO GLAZING SYSTEM, ATTACH AT WALL ABOVE AND BELOW GLAZING BOX STUD TO CONFORM TO SITE CONDITIONS LINE OF SILL (VARIES PER SITE CONDITION) MTL. STUD ATTACHED TO VERTICAL MULLION W/ DOUBLE SIDED (STICKY) FOAM TAPE MAR 042009 CODE, CO WAKE, APP WED Onbloitla 1.1-PP6 0001 bo83' RECEIVED CITY OF TUKIMEA JUL 0 3 /IIUU PERMIT CENTER JPC Inter -Tel Fairway Center 14240 Interurban Ave. S Building B - Suite 148 Tukwila, WA 98168 Design Team Design Drawn Checked Date JPC Project No. JPC EU 601 108th Ave NEB- Suite 2250 Bellevue, WA 980 1201 Western Ave - Suit 450 Seattle, WA 98101 \\ tel [4251641 -9200, mummi (425637 -8200 JS 06/30/08 08- 100 -0120 Revisions No. Date Description 07/03/08 PERMIT ISSUE HITECTS Registration ANN KUSKA DERR STATE OF WASHINGTON Keyplan Sheet Title Construction Details Sheet No. 1-9.1 © 2008, JPC Architects, PLLC 0 a 0 N 0 0 LU w 0 0 0 0 O a, X N 4 I -10.1 BASE, AS SPECIFIED Door Type A Scale: 3/8"=V-0" 1/2' SIM. 1/2" J T Door Jamb (Head Sim.) Scale: 6 " =1' -0" 15 2' -O" 1/4" THICK TEMPERED SAFETY GLASS 6 1 -10.1 I -10.1 SIM. 5 1 -10.. PARTITION AS SPECIFIED DOUBLE STUDS EACH SIDE AT JAMBS (1) ADDITIONAL LAYER OF G.W.B. (WHERE OCCURS) BUILDING STANDARD FRAME. ANCHOR TO STUD AT MIN. (3) LOCATIONS PER JAMB (CONCEAL FASTENERS) 1 3/4" S.C. B/S WOOD DOOR BLDG. STD. 3' -0" X 7' -0 "X 1 -3/4" SC, FLUSH PANEL WOOD DOOR STAIN FINISH TO MATCH BLDG STD. NOTE @ DOOR /RELITE COMBINATION: PROVIDE METAL STUD KICKERS SUPPORT UP TO STRUCT. FOR STABILITY. Door Type B Scale: 3/8 " =1' -0" 2 Scale: 6 " =1' -0" 1 1/2" 1 I -10.1 SIM. Relite Jamb (Head Sim.) Co r7 4 1 -10.1 L BASE, AS SPECIFIED PARTITION AS SPECIFIED DOUBLE STUDS EACH SIDE AT JAMBS (1) ADDITIONAL LAYER OF G.W.B. (WHERE OCCURS) BUILDING STANDARD FRAME. ANCHOR TO STUD AT MIN. (3) LOCATIONS PER JAMB (CONCEAL FASTENERS) 1/4" TEMPERED GLASS SET W/ GLAZING TAPE BLDG. STD. 3' 0" X 7' 0 "X 1 -3/4" SC, FLUSH PANEL WOOD DOOR FINISH: BLDG. STD. STAIN Door Type C Scale: 3/8 " =1' -0" Relite Sill Scale: 6 " =1' -0" 1" 4 1 -10.1 " SIM. 7 4 0y BASE, AS SPECIFIED 2 I IIIII I I BLDG. STD. 3' -0" X 7' -0 "X 1 -3/4" SC, FLUSH PANEL WOOD DOOR W/1/4" THICK, TEMPERED SAFETY GLASS LITE WITH 3M FILM, FROSTED GLASS INSERT STAIN FINISH TO MATCH BLDG STD. 1/4" THICK GLASS VISION PANEL 1/4" TEMPERED GLASS SET W/ GLAZING TAPE BUILDING STANDARD FRAME. ANCHOR TO STUD AT MIN. (3) LOCATONS PER JAMB (CONCEAL FASTENERS) PARTITION AS SPECIFIED 6" EXISTING WOOD BASE 4" RUBBER BASE Hardware Sets: HS -1 SINGLE NON -RATED DOOR WITH LATCHSET QTY 1 -1/2 PAIR - BUTT HINGES QTY 1 - LEVER LATCHSET QTY 1 - BLDG STD. DOOR STOP QTY 1 SET - SILENCERS Door Schedule: NO. 101 102 103 104 105 106 107 108 109 110 111 111A 111B 112 113A 113B 114 115 117 118 119A 119B 120 121 122 123 TYPE EXIST MTL EXIST WD EXIST WD EXIST WD EXIST WD EXIST WD A WD C WD A WD A WD A WD EXIST WD EXIST WD EXIST WD EXIST WD EXIST WD A WD B WD A WD A WD B WD EXIST WD C WD EXIST WD EXIST WD EXIST WD HS -2 SINGLE NON -RATED DOOR WITH LOCKSET QTY 1 -1/2 PAIR - BUTT HINGES QTY 1 - LEVER LOCKSET QTY 1 - BLDG STD. DOOR STOP QTY 1 SET - SILENCERS FRAME HDWE RATING REMARKS REVISION EXIST EXIST EXIST EXIST EXIST EXIST HS -1 HS -1 HS -1 HS -1 HS -1 EXIST EXIST EXIST EXIST EXIST HS -2 HS -2 HS -1 HS -2 HS -1 EXIST HS -1 EXIST EXIST EXIST RECEPTION AREA SALES OFFICE SALES OFFICE SALES OFFICE SALES MGR. OFFICE SEN. ENG. OFFICE MGR. OFFICE CONFERENCE RM SALES OFFICE SALES OFFICE CONFERENCE RM OPEN OFFICE OPEN OFFICE DEMONSTRATION RM BREAK RM BREAK RM SERVER RM FILE RM HR MGR. OFFICE LAB WAREHOUSE WAREHOUSE SERVICE MGR. OFFICE INSTALL MGR. OFFICE OPS. MGR. OFFICE WAREHOUSE MAR 0 4 zoth D Key IeN" ED f01 CODE COMPLIANCE PP OVE AUli 1 3 AM City Tukwila OUILDING RECEIVED CITY OF TUKWILA JUL 0 3 2000 PERMIT CENTER Inter -Tel Fairway Center 14240 Interurban Ave. S Building B - Suite 148 Tukwila, WA 98168 Design Drawn Checked Date JPC AIR HITECTS JPC Project No. 601 108th Ave N Bellevue, WA 980 1201 Western Ave - Sutte 450 Seattle, WA 98101 \ No. Date Description tel [4251641 -9200, fax [425637 -8200 Design Team JPC EU JS 06/30/08 08- 100 -0120 Revisions 07/03/08 PERMIT ISSUE Registration Keyplan Sheet Title Door Elevations, Details, & Schedule Sheet No. I -10.1 © 2008, JPC Architects, PLLC