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HomeMy WebLinkAboutPermit D08-349 - GOOD SHEPHERD - WALLSGOOD SHEPHERD 14220 INTE ' URBAN AV S D08 -349 Parcel No.: 3365901881 Address: 14220 INTERURBAN AV S TUKW Suite No: CitPof Tukwila Tenant: Name: GOOD SHEPHERD Address: 14220 INTERURBAN AV S , TUKWILA WA Owner: Name: DBSI FAIRWAY LLC 519999 Address: C/0 DDRS TAX DEPT , 12426 W EXPLORER DR #100 83713 Phone: Contact Person: Name: JHOAN STABBERT Address: 601 108 AV NE, STE 2250 , BELLEVUE WA 98004 Phone: 425 641 -9200 X 353 Contractor: Name: ALEXEEV CONSTRUCTION Address: PO BOX 731152 , PUYALLUP WA 98373 Phone: 253 230 -4788 Contractor License No: ALEXECS934P9 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us DEVELOPMENT PERMIT * * continued on next page ** Permit Number: D08 -349 Issue Date: 07/10/2008 Permit Expires On: 01/06/2009 Expiration Date: 10/29/2009 DESCRIPTION OF WORK: DEMOLITION OF EXISTING INTERIOR WALLS AND CONSTRUCTION OF NEW INTERIOR WALLS Value of Construction: $20,000.00 Fees Collected: $685.13 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2006 Type of Construction: VB Occupancy per IBC: 0008 doc: IBC -10/06 D08 -349 Printed: 07 -10 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Flood Control Zone: Hauling: N Start Time: Land Altering: Landscape Irrigation: Moving Oversize Load: Start Time: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: N Permit Center Authorized Signature: I hereby certify that I have read and ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied , whether specified herein or not. The granting of this permit does not p , - su ne to construction or the performance of wo City it 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 Volumes: Cut 0 c.y. Private: Profit: N Private: doc: IBC -10/06 008 -349 Permit Number: Issue Date: Permit Expires On: Date: Size (Inches): 0 End Time: Fill 0 c.y. End Time: Public: Non - Profit: N Public: D08 -349 07/10/2008 01/06/2009 ve authority to violate or cancel the provisions of y oth state or local laws regulating orized to sign and obtain this development p nn Date: 0 / lJ og Signature: Print Name: O /€)1H nAk + T/ C/V This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. Printed: 07 -10 -2008 Parcel No.: 3365901881 Address: Suite No: Tenant: doc: Cond -10/06 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http://www.ci.tukwila.wa.us 14220 INTERURBAN AV S TUKW GOOD SHEPHERD 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 11: ** *FIRE DEPARTMENT CONDITIONS * ** 13: Maintain fire extinguisher coverage throughout. PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D08 -349 ISSUED 06/25/2008 07/10/2008 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 walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 7: .All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 8: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 9: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431 - 3670). 10: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 12: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 14: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 D08 -349 Printed: 07 -10 -2008 inches (102 mm). (IFC 906.7 and IFC 906.9) • 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: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 16: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 17: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 18: The path of egress travel along a means of egress shall not be interrupted by any building element other than a means of egress component as specified in this chapter. Obstructions shall not be placed in the required width of a means of egress except projections permitted by this chapter. The required capacity of the means of egress system shall not be diminished along the path of egress travel (IFC 1003.6) 19: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 20: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 21: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 22: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 23: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot -candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 24: Combustible material shall not be stored in exits or exit enclosures. (IFC 315.2.2) 25: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (ffC 901.4) 26: All sprinkler 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) 27: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and /or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 28: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 29: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require doc: Cond -10/06 D08 -349 Printed: 07 -10 -2008 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http : / /www.ci.tukwila.wa.us relocation and/or addition of audible /visual notification devices. (City Ordinance #2051) 30: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 31: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 32: 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 shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (IFC 703.1) 33: When fire resistive floor or floor ceiling assemblies are required to prevent the vertical and horizontal spread of fire and smoke, the assembly shall be maintained. (IBC 712.4.2) 34: Accumulation of combustible waste material is prohibited during the demolition phase of this project. Remove and properly dispose of all waste material prior to the close of the working day and as often throughout the day as needed. 35: Maintain coverage and operability of portable fire extinguishers, sprinkler systems and fire alarm systems during demolition and construction. 36: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 37: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 38: These plans were reviewed by Inspector 0700. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Cond - 10/06 * * continued on next page ** D08 -349 Printed: 07 -10 -2008 0 0 City of Tukwila Signature: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of wo k. Pri!„ Name: 01 1 04 , 34har kle)r—.M e_AteA V Date: 0 doc: Cond -10/06 D08 -349 Printed: 07 -10 -2008 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http: / /www. ci. tukwila. wa. us Site Address: 1 d 1�o I �rt �n-t/r r�r1 •¢ J Tenant Name: ei¢o4:.• Property Owners Name: G �i-E- Name: Mailing Address: b '1 41- 12- *v rr - 6T E -Mail Address: r - o'1- Company Name: A Lt X t;t%�/ G- ta• -Jt LT t a 1 Mailing Address: ? -G - e> >4. 73t 1 Contact Person: �LYrsz E -Mail Address: AL- ai- - t' moo. n og-r . Contractor Registration Number: 4 G v l 4 .t_ t - 4 ei 34 Pei Company Name: Jt'G •A - aZ +t - r��-ty Contact Person:J.Naa 4+Ap -T E -Mail Address:-.14-4 t-1 tu�A Bulldllig Permit No: ' ... ' , a : � • Mechanical Permit No Plumbing/Gas'Permit No PublicWorks Permit No:r. (For -office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** King Co Assessor's Tax No.: 334 54 0 1 88 t OG Suite Number: 1 5e Floor: 1 City New New Tenant: Yes ❑..No State Gl 0 , 14sg Zip CONTACT PERSON — who do we contact when your permiNsready to be issued Day Telephone: -?7 - G 41 - 4 .-do >;1T. 353 Mailing Address: 4 0 t I'- + t1->: .°f tBGitS=14- City State Zip Fax Number: - 63 - e s-mo GENERAL CONTRACTOR INFORMATION` - ' (Contractor 'Infor nation for Mechanical,(pg 4) for Plumbing and,Gas_Piping (pg 5)) 4 4..73 Zip Day Telephone: -s53 - y38 - .4708 City Fax Number: NA/. State Expiration Date: ARCHITECT:OF RECORD - All plans, must be wet'stamped.by,Architect of Record' . r Mailing Address: 6 1 t taeL tkw. W'.4 State City State Zip Day Telephone:4> 641 o ' Fax Number: et - 63/ - ENGINEER OF : All must be wet stamped by Engineer of Record 4 r Company Name: Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: Q:\ApplicationsWonns- Applications On Line'3 -2006 - Permit Application.doc Revised: 9 -2006 bh Zip Page 1 of 6 BUILDING PERMIT INFORMATION - 206 -431 -3670 Valuation of Project (contractor's bid price): $ t °•' Scope of Work (please provide detailed information): t e -'t 't- toy t o 'th-r t .-4t. 1 +t _ 4 > 4 . - Lv 1!v1 )C 'rta:1 t'F 1-- 1, 1tt-ga-t off- ..✓sku -tea . Will there be new rack storage? ❑ Yes Provide All Building Areas in Square Footage Belo 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? 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 a 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\Poona- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bb Existing Building Valuation: $ ®.. No If yes, a separate permit and plan submittal will be required. ❑ Yes No If "yes ", explain: Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1 Floor Vt, 4 i, 5 8 5 4 2°d Floor ,-t /,4 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): $ t °•' Scope of Work (please provide detailed information): t e -'t 't- toy t o 'th-r t .-4t. 1 +t _ 4 > 4 . - Lv 1!v1 )C 'rta:1 t'F 1-- 1, 1tt-ga-t off- ..✓sku -tea . Will there be new rack storage? ❑ Yes Provide All Building Areas in Square Footage Belo 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? 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 a 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\Poona- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bb Existing Building Valuation: $ ®.. No If yes, a separate permit and plan submittal will be required. ❑ Yes No If "yes ", explain: 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 OWN R AUTHO AGENT: Signature: Print Name: .., a 4 �A-A- vp- r Mailing Address: FiP 1 (vg .s+•i - • tilt= 4' vr-- '-5a P t - - J e, y� e›.%14- City State Zip Date Application Accepted: Q:\ApplicationsWorms- Applications On Linel3 -2006 - Permit Application.doc Revised: 9 -2006 bh Date Application Expires: 0 11-1 Date: .6 Day Telephone: 4-'- - 6 4 1 — Staff Initials: Page 6 of 6 Parcel No.: 3365901881 Permit Number: D08 -349 Address: 14220 INTERURBAN AV S TUKW Status: APPROVED Suite No: Applied Date: 06/25/2008 Applicant: GOOD SHEPHERD Issue Date: Receipt No.: Initials: User ID: R08 -02506 JEM 1165 Payee: ALEXEEV CONSTRUCTION SERVICES LLC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 7121 417.00 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 RECEIPT Account Code Current Pmts 000/322.100 412.50 000/386.904 4.50 Total: $417.00 Payment Amount: $417.00 Payment Date: 07/10/2008 12:38 PM Balance: $0.00 4669 07/10 9711 TOTAL 417.00 doe: Receiot -06 Printed: 07 -10 -2008 Receipt No.: R08 -02297 Initials: JEM User ID: 1165 Payee: JPC ARCHITECTS ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT Parcel No.: 3365901881 Permit Number: D08 -349 Address: 14220 INTERURBAN AV S TUKW Status: PENDING Suite No: Applied Date: 06/25/2008 Applicant: GOOD SHEPHERD Issue Date: TRANSACTION LIST: Type Method Descriptio Amount Payment Check 20545 268.13 Account Code Current Pmts 000/345.830 268.13 Total: $268.13 Payment Amount: $268.13 Payment Date: 06/25/2008 12:35 PM Balance: $417.00 4104 06/25 9711 TOTAL 268.13 doc: Receiot -06 Printed: 06-25 -2008 Project: 6 Type of InspectiRn: A , V ‘ 6,.., . I ok...7 Address: 11 ?. 7,-0 - 1.--,A1 E T r I DA 1 4,f. Date Called: j.,,,,,`lti► Special Instructions: • Date Wanted: _ Requester: e Phon S 3 -7- J ` 180 INSPECTION RECORD Retain a copy with permit INSPECTION AO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 Approved per applicable codes. Corrections required prior to approval. COMMENTS: J e & ol, eei At f 1 Inspect ' r: Date: 17+ 7 S - I)3 -34 El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Project Type of Ins ection: A d/r ,� 2i v - J f 3 /V 1e d Special Instructions: / Date Wanted: - 7—I is --Q2 p•m• Requester: Phone No: a Z-2.3 0 -4 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (Receipt No.: INSPECTION RECORD Retain a copy with permit 'Date: PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: • l Insp ctor: r. 'Dates ! ' • $6,0 REINSPECTION FEE RE UIR D. Prior to inspection, fee must be p id;at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. r . COMMENTS: am. t3fro.4 Type of Inspection: Fi 4144.4 / 5p.v7 d /G --,,, Address: / 22d 7 4 Suite #: /570 95 - Contact Person: - - - Special Instructions: Phone No.: 2 i - IV -i?r? Permits: - - Occupancy Type: 0 7J `'lr' .S 740 be 0 1 _. .. _ - .._. - ... _ r. e+. waerse. rr� •a1..r.:.i.w�— w��•�. +ti- i.drrf wwP.� i ..d f 9 w Project: , c4, 4,4 C am. t3fro.4 Type of Inspection: Fi 4144.4 / 5p.v7 d /G --,,, Address: / 22d 7 4 Suite #: /570 95 - Contact Person: - - - Special Instructions: Phone No.: 2 i - IV -i?r? Needs Shift.Inspection: IP ' 2 7 - Sprinklers: - Fire Alarm:', Hood & Duct: Monitor: Pre -Fire: Permits: - - Occupancy Type: V1/4 1.a t. ' w= .'<.^, :n.,r41..•: ir rt.:Q;.kt g +h•Skf +;+ s°g LS§:; rr; x, �akr:. r!... v %:- e�8sc:•. Y.-,, �:.- s,�r.,:6;oaw�r'� 1 i •ae INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 - - 206- 575 -4407 Approved per applicable codes. • Word /Inspection Record Form.Doc INSPECTION RECORD Retain a copy with permit i the City of Tukwila Finance Department. Call to schedule a reinspection. 01(4- - 31 - PERMIT NUMBERS ri Corrections required prior to approval. Inspector: ,5 S' Hrs:: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from f T.F.D. Form F.P. 113 f +r • 'PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D08 -349 PROJECT NAME: GOOD SHEPHERD SITE ADDRESS: 14220 INTERURBAN AV S X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # DATE: 06 -25 -08 after Permit Issued DEPARTMENTS: p k MAK U Building Division Pub�l�c IV U U L vu. lo-1,012u 4,01-0 & aril Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete d Comments: Approved ❑ Notation: Documents/routing slip.doc 2 -28-02 REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: REVIEWER'S INITIALS: Incomplete Approved with Conditions n (e - V Planning Division ❑ Permit Coordinator DUE DATE: 06-26-08 Not Applicable Permit Center Use Only ' - , INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required DATE: DUE DATE: 07-24-08 Not Approved (attach comments) n DATE: Permit Center Use Only ' ' CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 2 OHIO CAS INS CO BH053456758 11 /16/200711 /16/2008 $1,000,000.00 10/29/2007 1 OHIO CAS INS CO BH053456758 11 /16/200611 /16/2007 $1,000,000.00 10/29/2007 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 CBIC SF2145 10/22/2007 Until Cancelled $12,000.00 10/29/2007 Name Role Effective Date Expiration Date ALYEKSYEYEV, OLEKSANDR PARTNER /MEMBER 10/29/2007 Untitled Page General /Specialty Contractor A business registered as a construction contractor with Lai to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. ALEXEEV CONSTRUCTION SVCS LLC Business and Licensing Information Name ALEXEEV CONSTRUCTION SVCS LLC Phone 2532304788 Address PO BOX 731152 Suite /Apt. City State Zip County Business Type Parent Company PUYALLUP WA 98373 PIERCE LIMITED LIABILITY COMPANY UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Separation Date Previous License Next License Associated License Specialty 1 Specialty 2 602767386 ACTIVE ALEXECS934P9 CONSTRUCTION CONTRACTOR 10/29/2007 10/29/2009 ALEXEM *978RW GENERAL UNUSED Business Owner Information Bond Information Insurance Information 1 https: // fortress .wa.gov /lni/bbip/Detail.aspx ?License= ALEXECS934P9 0 Page 1 of 1 07/10/2008 11 0 0 0 0 c W a o ■ y W m (cc a a a 7 0 4 Good Shepherd Fairway Center 14220 Interurban Ave. S Building A - Suite 150 Tukwila, WA 98168 Site Plan Scale: 1" = 60' <'E PERMT 1 i EE`tED FOR: chanical ctricai j : ' - )f Tukwila ' 1 ``' :G DIVISION SITE COP Y City of Tukwila BUILDING DMSiON REVIEWED FOR CODE COMPLIANCE APPROVED JUL 01 2008 City O BUILDIN kwila DIVISION Permit No. l r iar review approval is subject to errors and ora!ssion5. Approva` of construction documents does not authorize the violation of any add' =d . .' - or ordinance. Realipt A ge: Asti e approved Field Copy . � 4i.. By Date: Drawing Index: 1 -0.0 I -0.1 I —CS- -1 1 -3.1 I -9.1 COVER SHEET & SITE PLAN GENERAL NOTES & SYMBOLS EXIT PLAN & CODE SUMMARY DEMOLITION, FLOOR, AND REFLECTED CEILING PLANS CONSTRUCTION DETAILS, DOOR ELEVATION & SCHEDULE Code Information: PROJECT ADDRESS: FAIRWAY CENTER 14220 INTERURBAN AVE. S BUILDING A — SUITE 150 TUKWILA, WA 98168 CONSTRUCTION TYPE: TYPE — VB, FULLY SPRINKLERED ZONE: CB COMMERCIAL BUSINESS OCCUPANCY: B BUSINESS TENANT SQUARE FOOTAGE: (area of 1,585 SF ELECTRICAL, MECHANICAL, PLUMBING & FIRE PERMITS TO BE DEFERRED SUBMITTAL. PROJECT DESCRIPTION: DEMOLITION OF EXISTING INTERIOR WALLS. CONSTRUCTION OF NEW INTERIOR WALLS. BUILDING AREA TOTAL AREA = 19,474 SF Legal Description: TAX PARCEL #: 336590188106 HILLMANS SEATTLE GARDEN TRS POR OF LOT 1 & ALL OF LOTS 2 THRU 7 & POR ADJ IN SE 1/4 OF SECTION 14 -23 -04 DAF — BEG SE COR OF SAID LOT 7 TH NLY ALG ELY LN 315 FT TO LFT BANK OF DUWAMISH RIVER AS ORIGINALLY PLATTED TH CONTG ON NLY PROD OF SD ELY 220 FT M/L TO LFT BANK AS EXISTED UNDER SUPERIOR COURT CAUSE NO 81- 2- 05910 -4 TH WLY ALG SD BANK TO AN INTSN WITH NELY PROD OF .,SELY LN OF NWLY 72 FT OF SD LOT 1 TH SWLY ALG SD LN PROD 200 FT M/L TO LFT BANK OF DUWAMISH RIVER AS PLATTED IN ORIGINAL PLAT TH CONTG IN SWLY DIRECTION ALG SELY LN OF NWLY 72 FT OF SD LOT 1 DISTANCE OF 55 FT M/L TO SWLY LN OF SD LOT 1 TH SELY ALG SD LN TO INTSN WITH N MGN OF S 143RD ST FIRST AVE TH ELY ALG SD MGN TO TPOB —TGW POR FOSTER JOSEPH DC #39 BEING POR OF ABANDONED PUGET SOUND ELECTRIC RR R/W IN THE SW 1/4 OF SE 1/4 OF SD SEC 14 SD RR R/W BOUNDED ON NE BY MAULE AVE ON SW BY A LN 20 FT NE OF & PLT NELY MGN OF SR 181 UNDER REC #8905231113 ON THE SE BY R/W #5 & ON THE NW BY R/W #6 BOTH R/W DEFINED IN QCD AUD FILE # 6557639 — TGW VAC MAULE AVE ADJ Vicinity Map: Project Team: Property Manager: CBRE 631 STRANDER BLVD., SUITE G TUKWILA, WA 98188 PH: 206 - 575 -0765 CONTACT: TODD MATTSON todd.mattson©cbre.com Tenant: Good Shepherd work) APPLICABLE EDITIONS OF BUILDING CODES: 2006 INTERNATIONAL BLDG CODE (IBC), WAC 51 -50 rr1:? :f% 1r: thn Cr. r)i'( w� q ,f ,. ..;;�rr ±? PriOr r= , nPrr, v=,! o; Tukwil8 Ruildirig si lit i on. ._..... , •r�.� un c; r7 IIG Ytl iYfctli and may include additional plan revipkv fees 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 QUAUTY 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 Architect: Project Location Fairway Center 14220 Interurban Ave. S Building A Tukwila, WA 98168 JPC ARCHITECTS, PLLC 601 108TH AVE NE, SUITE 2250 BELLEVUE, WA 98004 PH: 425 -641 -9200 FAX: 425 - 637 -8200 FIRST CONTACT: MARK PETERSON markp @jpcarchitects.com SECOND CONTACT: Jhoan Stabbert jhoa ns©jpcarchitects.com General Contractor: - 9(n RECEIVED CITY OF TUKWILA JUN 2 5 2008 PERMIT CENTER JPC Good Shepherd Fairway Center 14220 Interurban Ave. S Building A - Suite 150 Tukwila, WA 98168 Design Team Design Drawn Checked Data JPC Project No. No. Date 601 108th Ave N - Suite 2250 Bellevue, WA 980 1201 Westem Ave - Sul - 450 Seattle, WA 98101 tel [425] 641 -9200, fax [42 637 -8200 JPC EU JS 06/23/08 08- 100 -0372 Revisions Description 06/25/08 PERMIT ISSUE Registration Sheet Title Cover Sheet & Site Plan I-0.0 © 2008, JPC Architects, PLLC HITECTS Abbreviations: General Notes: Demolition Notes: Electrical Notes: Reflected Ceiling Notes: A/C ACT AFF ALT. APPROX. BD BLDG BLK B B B/s BU CAB CLG CLR COL CONC CONS CONT CORR CPT CT cTR DEMO DTL DF DIA DIM DN DR DWG DRW E EA EL ELEC ELEV UIP EQUIP EST EXIST EXP EEC FF FH AN FLR FLUOR FOIC FOC FOF FT FUR GA GC GL GWB HC HCPD HEIR HDWR HM HORIZ HR HT HVAC INSUL JAN JT KIT LAM LAV LH MAX MECH MrL ME MFR MISC MSC MTD MUL N NIC NITS OA X OD OH OPNG P -LAM PNL PR PTN RAD RB RT REF REFR REINF REQ REV RH RM RO s Sc SEAL SECT SHT SIM SPEC 5Q SS 5TL STOR STRUC SUSP TEL TEMP TFTI THK THRESH TV TYP UNFIN LINO VCT VEN VERT VES11 VWC W/ WD W/0 WT AIR CONDF1]ONING ACOUSTICAL CEILING TILE ABOVE FINISH FLOOR ALTERNATE APPROXIMATE BOARD BUILDING BLOCK BLOCKING BOTTOM BUILDING STANDARD BUILT UP CABINET CEILING CLEAR(ANCE) COLUMN CONCRETE CONSTRUCTION CONTINUOUS CORRIDOR CARPET CERAMIC TILE CENTER DEMOLITION DETAIL DRINKING FOUNTAIN DIAMETER DIMENSION DOWN DOOR DRAWING DRAWER EAST ELEVATION ELECTRICAL ELEVATOR EQUAL E ESTIMATE EXISTING EXPANSION FIRE EXTINGUISHER CABINET FACTORY FINISH FULL HEIGHT FINISH(ED) FLOOR FLUORESCENT FURNISH BY OWNER, INSTALL BY CONTRACTOR FACE OF STUD(S) FACE OF CONCRETE FACE OF FINISH FOOT /FEET FURRED /FURRING GAUGE GENERAL CONTRACTOR GLASS /GLAZING GYPSUM WALL BOARD HOLLOW CORE HANDICAPPED HEADER HARDWARE HOLLOW METAL HORIZONTAL HOUR HEIGHT HEATING VENTILATING AIR CONDITIONING INSULATION JANITOR JOINT KITCHEN LAMINATE(D) LAVATORY LEFT HAND A MAXIMUM MECHANICAL L METAL MEZZANINE MANUFACTURE(R) MOUNTE MOUNTED MULLION NORTH NOT FI CONTRACT IN NOT TO SCALE OVERALL ON CENTER OUTSIDE DIAMETER OPPOSITE HAND OPENING G T WITH PLASTIC LAMINATE PANEL PAIR PARTMON RADIUS RESILIENT BASE RESILIENT TILE REFERENCE REFRIGERATOR REINFORCING REQUIRED REVISION RIGHT HAND ROOM ROUGH OPENING SOUTH SOUD CORE SEALANT SECTION SHEET SIMILAR SPECIFICATION SQUARE STAINLESS STEEL STEEL STORAGE STRUCTURAL SUSPENDED TELEPHONE TEMPERED TENANT FURNISHED & TENANT INSTALLED THICK(NESS) T TEELEVISLNS ION TYPICAL UNFINISHED UNLESS NOTED OTHERWISE VINYL COMPOSITION TILE VENEER VERTICAL VESTIBULE VINYL COVERING WEST/WIDE WIDE WOOD WITHOUT WEIGHT 1. 2 . 3. 4 . 5. 6 . 7. 8. 9. 10. 11 12. 13. 14 . 15. 16 17. 18. 19. 20. 21. 22. 23. 24. REFER TO BASIC BUILDING SPECIFICATIONS, REQUIREMENTS AND STANDARDS FOR EXISTING SHELL AND CORE CONSTRUCTION. ALL WORK IS TO BE COMPATIBLE WITH EXISTING CONSTRUCTION. ALL WORK SHALL CONFORM TO APPLICABLE CURRENT FEDERAL, STATE AND LOCAL CODES. THE CONTRACTOR IS TO PROVIDE FOR ALL REQUIRED NOTIFICATION OF AND COORDINATION WT-I 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. THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE ALL LABOR AND MATERIALS, EQUIPMENT AND TRANSPORTATION NECESSARY OR REASONABLY INFERABLE AS BEING NECESSARY FOR THE EXECUTION OF THE WORK BY SUBMITTING A PROPOSAL, THE CONTRACTOR REPRESENTS THAT THOROUGH EXAMINATION OF THE SITE AND ALL EXISTING CONDITIONS AND LIMITATIONS HAVE BEEN MADE AND THAT THE CONTRACT DOCUMENTS HAVE BEEN EXAMINED IN COMPLETE DETAIL, AND THAT IT IS DETERMINED BEYOND DOUBT THAT THE DRAWINGS, SPECIFICATIONS AND EXISTING CONDITIONS ARE SUFFICIENT, ADEQUATE AND SATISFACTORY FOR CONSTRUCTION OF THE WORK. WHERE MINOR ADJUSTMENTS TO THE WORK ARE NECESSARY FOR THE PURPOSES OF FABRICATION AND INSTALLATION OF ITEMS, OR RESOLUTIONS OF CONFLICTS BETWEEN ITEMS, WITHIN THE INTENT OF THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL MAKE SUCH ADJUSTMENTS AT NO ADDED EXPENSE TO THE OWNER. WHERE SUCH MINOR ADJUSTMENTS AFFECT FUNCTIONAL OR AESTHETIC DESIGN OF THE WORK, THEY SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW AND APPROVAL. THE CONTRACTOR SHALL COORDINATE ALL OPERATIONS WITH THE OWNER INCLUDING AREA FOR WORK MATERIALS STORAGE AND ACCESS TD 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. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE HIGHEST STANDARD OF WORKMANSHIP IN GENERAL AND WITH SUCH STANDARDS AS ARE SPECIFIED. CONTRACTOR SHALL ADHERE TO ALL BUILDING STANDARDS. ANY CHANGES TO SAME SHALL BE SUBMITTED TO ARCHITECT IN WRITING FOR APPROVAL. 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). ) CONTRACTOR IS TO VERIFY ALL DIMENSIONS AND CONDITIONS ON SITE AND NOTIFY ARCHITECT OF ANY DISCREPANCIES. CONTRACTOR IS NOT TO SCALE OFF DRAWINGS. IONS FOR ALL CONTRACTOR SHALL PROVIDE 18 -GAUGE SHEET METAL BACKING IN PARTITIONS WALL - MOUNTED FIXTURES AND DEVICES UNLESS INDICATED OTHERWISE ON THE DRAWINGS. " ALL FLOORS SHOULD BE LEVEL AND NOT VARY MORE THAN 1/4" IN 10' THE CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY CONDITIONS THAT DO NOT MEET THIS STANDARD. ALL MATERIALS INDICATED TO MATCH EXISTING SHALL DO SO WITH RESP TO SIZE SHAPE, COLOR, TEXTURE, PATTERN, QUALITY AND METHOD OF INSTALLATION INSOFAR AS PRACTICABLE AND SHALL BE APPROVED BY THE ARCHITECT BEFORE USE. ALL FIREPROOFING DISTURBED DURING CONSTRUCTION SHALL BE REPLACED TO MATCH ORIGINAL FIRE PROTECTION LEVELS. (OBTAIN REQUIRED APPROVALS). 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. 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. ALL EXISTING MECHANICAL AND ELECTRICAL EQUIPMENT AND SERVICES DISRUPTED OR R EMOVED DURING CONSTRUCTION SHALL BE RESTORED AND REPLACED UNLESS NOTED OTHERWISE. FIRE /LIFE SAFETY SYSTEMS TO BE MAINTAINED DURING CONSTRUCTION. 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. 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 WAILS, OR MASONRY WALLS, ALL ROUND HOLES SHALL BE CORE DRILLED RECTANGULAR OPENINGS SHALL BE CUT WITH A WITH A DIAMOND DRILL AND ALL RECTANGU DIAMOND SAW. IN NO CASE SHALL ANY STRUCTURAL MEMBER BE CUT. USE CARBIDE - TIPPED DRILLS FO 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. CONTRACTOR SHALL PROVIDE FLOOR LEVELING AS MAY BE REQUIRED AT SUDING DOORS, RECITES WITHOUT BASE, CABINET WORK, AND OTHER LOCATIONS REQUIRING LEVEL SUBSTRATE. FEATHER CHANGES IN ELEVATION OVER SUFFICIENT AREA TO LIMIT TRANSITION SLOPE TO 1/8" PER FOOT. 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 S PECIFIED 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 PROVIDING COMPLETE SPECIFIED, SUBMIT REQUIRED SUBMITTALS, ITEMS ARE CALLED FOR, FOR PURPOSES OF EVALUATION. WHERE BUILDING STANDARD ITEMS ARE . , NO SUBSTITUTE WILL BE ACCEPTED. 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 ARCHITECTURAL DRAWINGS, ARE FOR E LOCATIONN INFORMATION RMAT ONE ONLY. SHOWN ME AND ELECTRICAL TO BE DESIGNED BY OTHERS. ALL CIRCUITING COORDINATION TO BE BY OTHERS. 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. ANY CHANGE IN LIGHT FIXTURE PLACE PPROVED E BY TO THE ARCHITECT. OF MECHANICAL OR STRUCTURAL COMPONENTS MUST BE A 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 NN- 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 RESP FOR OBTAINING FROM THE BUILDING OWNER DOCUMENTATION AS TO THE ( TEST) VAPOR EMISSIONS RATE MOISTURE TEST FOR ALL "ON GRADE SLAB CONDITIONS ". THIS INFORMATION SHOULD THEN BE IMMEDIATELY SHARED BETWEEN THE ARCHITECT, THE ARCHITECTS' SELECTED FLOORING REPRESENTATIVE(S) AND FLOORING SUB - CONTRACTOR FOR REVIEW AND APPROVAL OF APPLICABLE MATERIALS AND ANCILLARY INSTALLATION /FINISH PRODUCTS. IF NO MOISTURE TEST CAN BE FURNISHED OR IF FINDING ARE IN QUESTION THE GENERAL CONTRACTOR SHALL PERFORM THE FOLLOWING TESTS (3) A. PROVIDE THOUSAND SQUARE () CALCIUM CHLORIDE MOISTURE TESTS FOR THE FIRST THOU FEET AND (1) TEST FOR EVERY ONE THOUSAND SQUARE FEET THEREAFTER AT ALL FLOO WITHIN SCOPE OF WORK. THE CALCIUM CHLORIDE TEST SHALL BE CONDUCTED IN ACCORDANCE WITH THE LATEST EDTfION OF ASTM F 1869 "STANDARD TEST METHOD" FOR MEASURING VAPOR EMISSIONS RATE OF CONCREIL SUN -FLOOR USING ANHYDROUS CALCIUM CHLORIDE. PROVIDE A WRITTEN REPORT OF FINDINGS TO THE ARCHITECT AS NOTED ABOVE. B. PROVIDE A PH PENCIL TEST AT ALL FLOORS WITHIN SCOPE OF WORK. PROVIDE A WRITTEN REPORT OF FINDINGS TO THE ARCHITECT AS NOTED ABOVE. IF REQUIRED BY THE CALCIUM CHLORIDE TEST, A WATERPROOF MEMBRANE SHALL BE APPLIED TO ALL FLOORS WITHIN THE SCOPE OF WORK. THE WATERPROOF MEMBRANE (S) SHALL BE APPROPRIATED FOR EACH FINISH FLOORING APPLICATION AS () SPECIFIED BY THE SPECIFIC FLOORING MANUFACTURER VIA THE ARCHITECT. A LICENSED INSTALLER SHALL BE UTILIZED FOR INSTALLATION /APPLICATION OF EACH SPECIFIC MEMBRANE (AS APPLICABLE TO THE FINISH FLOORING PRODUCT) AND A WRITTEN WARRANTY SHALL BE PROVIDED DOCUMENTING STRICT CONFORMANCE TO THE SPECIFIED MANUFACTURES INSTALLATION REQUIREMENTS TO ENSURE AND UPHOLD ALL PERFORMANCE AND LIFE CYCLE GUARANTEES. 3 3. CONCRETE SLAB ON GRADE REPAIR -MINOR SCOPE (100 SQUARE FEET OR LESS) ( ) WHERE CONCRETE SLAB ON GRADE INFILL AND TRENCHING MUST OCCUR; CONDUCT THE APPROPRIATE UNDER SLAB INVESTIGATION (VIA SONO -GRAPH AND /OR X -RAY) TO LOCATE EXISTING UTILITIES OR OTHER OBSTRUCTIONS THAT SHOULD NOT BE DAMAGED. SAW CUT SLAB AT SUBJECT AREA(S) AND PULL BACK THE EXISTING VAPOR BARRIER (IF PRESENT) AND PROTECT FOR FUTURE RE- INSTALLATION. EXECUTE THE NECESSARY UNDER SLAB WORK (INCLUDING EXCAVATION), BACKFILL AND RE- COMPACT THE SUBJECT AREA WITH THE PREVIOUSLY HELD MATERIALS (IF THE EXCAVATED MATERIALS ARE NOT SUITABLE FOR RE- INSTALLATION, DISCARD AND PROVIDE NEW FREE DRAINING GRANULAR MATERIAL). RE- COMPACT FILL SOIL TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY (MDD) OBTAINED IN GENERAL ACCORDANCE WT-I 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 HILT! ADHESIVE). SHALL BE INSTALLED ( HY -150 ADHESIVE OR SIMPSON SET ADHESIVE . PER ADHESIVE MANUFACTURERS 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 SHAW BE CENTERED IN SLAB. THE CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI WITH A MAXIMUM WATER CEMENT RATION OF 0.58 AND IS TO BE PLACED LEVEL WITH ADJACENT SURFACES. LET CURE AND PROVIDE MOISTURE TESTING AS SPECIFIED ABOVE. IF SCOPE OF WORK INCLUDES STRUCTURAL ELEVATED SLABS CONSULT A STRUCTURAL ENGINEER. REFER TO STRUCTURAL PLANS, IF APPLICABLE, FOR ADDITIONAL SPECIFICATIONS AND REQUIREMENTS. 34. CLEAN, REPAIR ANY EXISTING PERIMETER BLINDS AS REQUIRED TO BE IN A FULLY FU NCTIONING & OPERATIONAL MANNER. SUB-CONTRACTORS THE LOCATIONS OF ELECTRICAL AND VOICE DATA 35. COORDINATE WITH 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. ` == ! .!::" - - _ t,J' '" . : :: • 1•. .:. r , - � ... ` -' , - . � - _: a..: s, ; `}; , f ., ; -_ ; I �;.,,, ;.; ��, ` , ..., � ,: ;, : , :I W :,: - I _, , f �; ', • '4 ` "`= _ ►;, / .a ,:• ; 3- = ; :r l t - ,� . � r� -' ` �- ;_, l i ..;; : < _ x " : '. ' 1. 2 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. OBTAIN DEMOLITION PERMITS AND INCLUDE ALL COSTS OF SAME IN CONTRACT PRICE. DEMOUTION L A D M OF ALL ITEMS L AS E DICATED. CONTRACTOR SHALL KEEP CONSTRUCTION AREA FREE OF DUST AND DEBRIS FOR THE DURATION OF CONSTRUCTION. IF ANY QUESTIONS ARISE AS TO THE REMOVAL OF ANY MATERIAL, CLARIFY THE POINT IN QUESTION WITH THE ARCHITECT BEFORE PROCEEDING. AT COMPLETION OF DEMOUTION WORK, THE CONSTRUCTION AREA(S) SHALL BE LEFT IN "BROOM CLEAN" CONDITION. ALL DEBRIS AND MISCELLANEOUS MATERIAL SHALL BE REMOVED. ALL DEBRIS REMOVAL SHALL BE PERFORMED IN ACCORDANCE WITH BUILDING MANAGEMENT REQUIREMENTS AND PROCEDURES. AS DIRECTED BY BUILDING MANAGEMENT, ALL DOORS, FRAMES, HARDWARE, MECHANICAL ITEMS, PLUMBING FIXTURES, LIGHT FIXTURES (INCLUDING DOWNLIGHTS AND FLUORESCENTS), AND SPECIAL EQUIPMENT SHOWN TO BE REMOVED, SHALL BE CLEAN AND FREE OF DEFECTS, PROTECTED, TO BUILDING AND REUSED AS DIRECTED HEREIN OR RETURNED G STOCK. IN PARTITIONS TO BE REMOVED, REMOVE AND CAP ALL OUTLETS, SWITCHES WIRES, THERMOSTATS, ETC. TO THEIR SOURCE. 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, ' ' REFINISH TO MATCH EXISTING RESTROOMS OR TENANT SPACES. ADJACENT FINISH, OR AS NOTED HEREIN. 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. ACTIVE SMOKE DETECTOR SHALL BE COVERED . NO OR OTHERWISE REMOVED OR USED FOR OTHER THAN ITS INTENDED PURPOSE. REMOVAL OF ANY EQUIPMENT, CABLING SWITCHES, AND CONDUIT PERTAINING TO DATA /COMMUNICATIONS AND TELEPHONE SHALL BE VERIFIED WITH TELEPHONE COMPANIES AND TENANT. 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. DEMOLITION IS NOT NECESSARILY LIMITED TO WHAT IS SHOWN ON DRAWINGS. THE INTENT IS TO INDICATE THE GENERAL SCOPE OF DEMOUTION REQUIRED TO COMPLETE THE WORK IN ACCORDANCE WITH THE CONTRACT DRAWINGS. MAINTAINED. D WAL S SHALL NOT BE PENETRATED UNLESS THE RATING IS 1. FURNISH AND INSTALL ALL FIXTURES, ASSOCIATED TRIM AND FIXTURE LAMPS AS REQUIRED. ONLY NEW OUTLETS /FIXTURES ARE SHOWN. ALL EXISTING OUTLETS UNAFFECTED BY CONSTRUCTION ARE TO REMAIN AR POSSSIBLE TO BE INTEGRATED INTO THE CURRENT SCHEME WHERE 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 WITH WORK. 3. ARCHITECTURAL DRAWINGS DETERMINE LOCATION AND TYPE (ARCHITECT ( TO VERIFY W ENGINEER OF ALL OUTLETS AND TAKE PRECEDENCE / ) OVER ALL OTHERS, U.N.Q.. ELECTRICAL ENGINEERS POWER PLAN SHALL GOVERN THE WIRING LAYOUT AND INSTALLATION IN COMPLIANCE WITH ALL LAWS APPLICABLE AND ENFORCED BY GOVERNING AUTHORITIES. 4. OUTLETS SHOWN BACK TO BACK ON PARTITION WALLS SHALL BE OFFSET 1' -0 ", MAXIMUM, OR MOUNTED AT DIFFERENT HEIGHTS IF INDICATED. 5. FURNITURE, IF SHOWN, IS FOR REFERENCE ONLY AND IS NOT IN CONTRACT, U.N.O. 6. COORDINATE ALL WORK RELATED TO EQUIPMENT WITH MANUFACURER S RECOMMENDATIONS, SPECIFICATIONS AND INSTRUCTIONS. 7. ALL EXISTING AND NEW FLOOR SLAB PENETRATIONS FOR CONDUIT OR PLUMBING LINES SHALL BE FULLY PACKED & SEALED IN ACCORDANCE WITH THE APPLICABLE BUILDING AND FIRE CODES. 8, COORDINATE NEW ELECTRICAL WITH EXISTING WHERE OCCURS. 9. UPON COMPLETION OF OUTLET LAYOUT, NOTIFY THE ARCHITECT. ARCHITECT SHALL SITE VERIFY ALL OUTLET LOCATIONS PRIOR TO COMMENCEMENT OF CORING OR OUTLET INSTALLATION. 10. FURNISH AND INSTALL ONLY UNDERWRITERS LABORATORIES, INC. (UL) LABELLED DEVICES THROUGHOUT. 11. INSTALL WALL MOUNTED OUTLETS 18 INCHES ABOVE FINISHED FLOOR, U.N.O. HEIGHTS SHALL BE DETERMINED FROM FINISHED FLOOR TO THE CENTERLINE OF COVERPLATE, INSTALLED VERTICALLY, GROUNDING POLE AT TOP, U.N.O. 12. MAINTAIN A 4-INCH HORIZONTAL CLEARANCE IN ALL DIRECTIONS, MIN. FROM EDGE OF COVERPLATE, FOR WALL MOUNTED OUTLETS, OR FROM EDGE OF MONUMENT FOR FLOOR MOUNTED OUTLETS, WHEN ADJACENT TO A WALL, COLUMN, OR SIMILAR ELEMENTS, U.N.O. 13. INDICATED DIMENSIONS ARE TO THE CENTER OF THE COVERPLATE OR MONUMENT; CLUSTERS OF OUTLETS ARE DIMENSIONED TO THE CENTER OF THE CLUSTER, U.N.O.; GANG COVERPLATES SHALL BE ONE -PIECE TYPE, U.N.Q. 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 WORK TO BE PROVIDED WITH FURNTURE 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 PRIOR TO INSTALLATION. . WITH FURN LAYOUT 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 ELLAS TED WITH ONE COVER PLATE U.N.O. ��lli = OUTLET FINI CODE COMPLIAI , 1 • 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 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 TO VERTICAL SURFACES, FREE FROM CURVES, BREAKS OR OTHER IRREGULARITIES AND PAINTED TO MATCH CEILING FINISH. FURNISH AND INSTALL ALL ASSOCIATED TRIM AND SEISMIC BRACING AS REQUIRED. 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). PROVIDE CEILING ACCESS AS REQUIRED FOR EQUIPMENT AND SYSTEM MAINTENANCE, AND MATCH ADJACENT CEILING FINISH U.N.O. 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. THE REFLECTED CEILING PLAN INDICATES THE LOCATION OF CEILING HEIGHTS, LIGHT TYPES, LIGHT FIXTURES, AND ASSOCIATED ITEMS ALL SPECIFIC INFORMATION CONCERNING INSTALLATION FOR VARIOUS ABOVE- CEILING ELEMENTS ARE TO BE DESIGN BUILD, DOCUMENTATION BY OTHERS -w PERMITTED SEPARATELY. 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. SUBMIT GRILLE, THERMOSTAT, AND OTHER FIXTURE AND ELEMENT LAYOUTS TO THE ARCHITECT FOR REVIEW AT LEAST 2 WEEKS PRIOR TO INSTALLATION. 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. 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. CONTRACTOR TO VERIFY CODE COMPLIANCE OF EXISTING ACOUSTICAL CEILING GRID SYSTEMS AND ASSOCIATED SEISMIC BRACING RESTRAINTS. SYSTEMS FOUND NOT IN COMPLIANCE SHALL BE MODIFIED AND/OR NEW PROVIDED AS REQUIRED BY CURRENT BUILDING CODES (INCLUDING, BUT NOT LIMITED TO; CURRENT IBC WALL MOLDING (2" ANGLE) AND SEISMIC SEPARATION JOINTS). CONTRACTOR FIXTURES AND ASSOCIATED SEISMIC COMPLIANCE BRACING OF RESTRAINTS. ALL EXISTING LIGHTING FOUND NOT IN COMPLIANCE SHALL BE MODIFIED AND /OR NEW PROVIDED AS REQUIRED BY CURRENT BUILDING AND /OR ENERGY COMPUANCE CODES. ALL EXITING LIGHTS AND EGRESS LIGHTING LOCATIONS SHALL BE DETERMINED BY BUILDING AND FIRE INSPECTOR'S HELD PLACEMENT DETERMINATION. 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. A J PC �` 601108th R Ave WA Western WA 98101 [425] - 9200, Ave. 150 H l T E C T S N - Suite 2250 980•: Ave - Su 450 fax I42 637 - 8200 S Bellevue, 1201 Seattle, tel Good Shepherd Fairway Center 14220 Interurban Building A - Suite Tukwila, WA 98168 Design Team .: g Design JPC prom °i EU Checked JS Date 06 06/23/08 JPC Project No. 08- 100 -0372 Revisions No Date Desorlpirn 06/25/08 PERMIT ISSUE Registration D Notes: Keyplan � STATE i ... _ _ _ ` GL = E : ; ' PETER .BN • ASHI -TO.; :. . �__. =' <.::::.,:<.::,:;:.:,.y..::,::,� :: ;::::•: v -. -, F` _- <'; ,. ,....._ >... � >., 1. 2. 3. 4. 5. 6. 7 . 8. 9 . 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. ALL PARTITIONS ARE DIMENSIONED FROM FINISH FACE OF GYPSUM BOARD TO FINISH FACE OF GYPSUM BOARD UNLESS OTHERWISE NOTED. ALL DIMENSIONS MARKED "CLEAR" OR "CLR" SHALL BE MAINTAINED AND SHALL ALLOW FOR THICKNESSES OF ALL WALL FINISHES, U.N.O. DIMENSIONS NOTE " CLEAR " OR "CLR" MUST BE ACCURATELY " MAINTAINED, AND SHALL NOT VARY MORE THAN ± 1/8 WITHOUT WRITTEN INSTRUCTION FROM ARCHITECT. 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 ARCHITECTS APPROVAL NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES OR CONFLI 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. Finish Notes: J _ 1 . r 2. 3. 4. AL AREAS T PET AND B D RECEIVE CAR ASE AS SCHEDULED U.N.O. ALL AREAS TO RECEIVE RB -1 U.N.O. ALL WALLS &PARTITIONS TO RECEIVE P -1 U.N.D. PREP ALL EXISTING FLOOR SURFACES TO RECEIVE NEW FINISHES AS SCHEDULED. PROVIDE PAINT APPLICATION APPROPRIATE TO THE SUBSTRATE TO WHICH IT IS TO BE APPLIED. 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 CHANGES IN FLOOR MATERIALS THAT FRAMED DOOR _::>....:::.;... C AT OCCUR AT FRA OPENINGS SHALL OCCUR AT THE CENTERLINE OF THE DOOR IN THE CLOSED POSITION. NON-COMBUSTIBLE ANY DECORATIONS USED SHALL BE NON - COMBUSTIB OR FLAME - RETARDANT TREATED IN AN APPROVED OF MANNER (CURTAINS, DRAPES, SHADES, HANGINGS, ETC.) ALL INTERIOR PARTITIONS, CEILING FINISHES AND TRIM OF PUBLIC AREAS TO COMPLY WITH CLASS 1 MATERIAL CLASSIFICATION; FLAME SPREAD RATING 0 TO 25, SMOKE DEVELOPED 200. ALL INTERIOR WALL AND CEILING FINISHES AND TRIM OF NON- PUBLIC AREAS TO COMPLY WITH CLASS 2 MATERIAL CLASSIFICATION; FLAME SPREAD RATING 26 TO 75, SMOKE DEVELOPED 450. FLOOR COVERINGS OF PUBLIC AREAS TO MEET CLASS A INTERIOR F LOOR FINISH REQUIREMENTS; CRITICAL R TICAL 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. CARPET INSTALLATION TO MEET THE GUIDELINES OF THE CARPET AND RUG INSTTUE- "STANDARD FOR INSTALLATION SPECIFICATION OF COMMERCIAL CARPET ", CRI 104 - 2002 EDITION. PROVIDE FINISHED SCRIBE STRIPS AND FINISHED MILLWORK EDGES TO CREATE A FINISHED REVEAL CONDITION WHERE MILLWORK COUNTERS, CABINETS, ETC. ABOUT ADJACENT PARTITION CONSTRUCTION. ALL EXPOSED REVEAL SURFACES AND EDGES TO HAVE SAME PLASTIC LAMINATE FINISH AS THE CASEWORK ITEM THEY ABOUT. RECEIVED LA CITY OFTUKWI JUN 2 5 2008 PERMIT CENTER _ t ISOLATED GROUND- GRAY UPS-- ORANGE APPROVE ALL OTHERS - MATCH BUILDING STANDARD SWITCH FINISH: MATCH BUILDING STANDARD JU 0 1 2008 COVERPLATE FINISH: MATCH BUILDING STANDARD - (INCLUDES ALL COVERPLATES- POWER /VOICE /DATA. .--�� f v I`•Y �' �ll�a ���IISIiI 5 6. 7. 8. 9. 10. 11. 12. Notes: 1. ALL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. GLAZING SHALL CONE 2. ALL GLAZ CONFORM TO SAFETY GLAZING OF REQUIREMENTS 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. . THRESHOLDS AT DOORWAYS SHALL BE � " MAXIMUM IN HEIGHT. PER ICC /ANSI A117.1 -2003 SECTION 404.2.4. 6. ICC /ANSI A117.1 -2003 SECTION 404.2.6. DOOR HARDWARE. HANDLES, PULLS, LATCHES, LOCKS & OTHER OPERABLE PARTS ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT IS EACH TO GRASP WITH ONE HAND & DOES NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST TO OPERATE. OPERABLE PARTS OF SUCH HARDWARE SHALL BE 34 " MIN. & 48" MAX. ABOVE THE FINISH FLOOR. WHERE SLIDING . DOORS ARE IN THE FULLY OPEN POSITION OPERATING HARDWARE SHALL BE EXPOSED & USABLE FROM BOTH SIDES. 7. IBC 404.2.8 DOOR OPENING FORCE. FIRE DOORS SHALL HAVE THE MINIMUM OPENING FORCE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY. THE MAXIMUM FORCE FOR PUSHING OPEN FOR PULLING OPEN DOORS OTHER THEN FIRE DOORS SHALL BE AS FOLLOWS: 1. INTERIOR HINGED DOOR: 5.0 POUNDS (22.2 N) 2. SLIDING OR FOLDING DOOR: 5.0 POUNDS (22.2 N). THESE FORCES DO NOT APPLY TO THE FORCE REQUIRED TO RETRACT LATCH BOLTS OR DISENGAGE OTHER DEVICES THAT HOLD THE DOOR IN A CLOSED POSITION. 8. ACTIVATION OF THE BUILDING AUTOMATIC SPRINKLER OR FIRE DETECTION SYSTEM, IF PROVIDED, SHALL AUTOMATICALLY UNLOCK ALL ELECTRONICALLY SECURED DOORS WITH IN THE EGREE PATHWAY. THE DOORS SHALL REMAIN UNLOCKED UNTIL THE FIRE ALARM HAS BEEN RESET. 9. ENTRANCE DOORS IN THE BUILDINGS WITH OCCUPANCY IN GROUP A, B, E OR M SHALL NOT BE SECURED FROM THE EGRESS SIDE DURING PERIODS THAT THE BUILDING IS OPEN TO THE GENERAL PUBLIC. <:.y::::n::= M....:;,.....>.,.,..,,:_;:....::,;;:;;. z;:- ; u a ::r.:_ : ,y n ;.. 5 > = = REFER TO REFLECTED CEILING PLANS FOR SOFFITS, CEILING HEIGHTS AND PLENUM BARRIER LOCATIONS. DIMENSIONS LOCATING DOORS ARE TO THE INSIDE EDGE OF JAMB. U.N.O. "ALIGN" MEANS TO ACCURATELY LOCATE FINISHED FACES IN THE SAME PLANE. - HAVE 1 6 CLR. ON STRIKE / PULL SIDE OF ALL DOORS SHALL HAV . VERIFY AND ADVISE ARCHITECT EXCEPTIONS PRIOR TO DOOR. OF CLOSING OU PARTITIONS. Sheet Title General Notes & Symbols Symbol Legend: 2306 ROOM NUMBER REFERENCE O 1 DETAIL REFERENCE BUBBLE Sheet No © 2008, I _0 • 1 JPC Architects, PLLC C� 06 DOOR NUMBER REFERENCE. REVISION REFERENCE a JOB NORTH REFERENCE KEY I -10.3 INTERIOR ELEVATION SYMBOL ® (REFER TO SHEET /KEY NOTES) i CONFERENCE ROOM 15 SF /OCCUPANT 289 S.F. TOTAL EXIT TRAVEL DISTANCE: 66' -10" n' 7-(" si- :r ^rr�,e?'.'.:i-w.- s,^i?W.x. a�.»;�pf!«w.• .:m n— .- �� �iavaescssR � l�� m���Ew.nowwrs Exit Plan "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. EGRESS EXIT WIDTH: PER IBC SECTION 1005.1: 8 X 0.2 = 1.6" MINIMUM EXIT WIDTH. ACTUAL PROVIDED: (1) 36" DOOR AT WEST SIDE. (1) 36" DOORS AT SOUTH SIDE. REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 1 2008 6 TOTAL OCCUPANTS IN SUITE - ASSUME 8 MALE AND 8 FEMALE. 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. 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. DRINKING FOUNTAINS - 1 PER 100. (2) IS REQUIRED. (2) DRINKING FOUNTAINS (ONE ADA AND ONE STANDARD) HAVE BEEN PROVIDED. RECEIVED CITY OF TUKIMI-A MIN 1N 2 5 2008 PERMIT CENTER Fairway Center 14220 Interurban Ave. S Building A - Suite 150 Tukwila, WA 98168 Design Team No. Date Description 06/25/08 PERMIT ISSUE 601 108th Ave N - Suite 2250 Bellevue, WA 980 1201 Westem Ave - Sul e 450 Seattle, WA 98101 tel [425]641 -9200, fax [42 ],637 -8200 Sheet No. >x„ . , .. .M ...—.. w— 0....- u._....,,n, .., :, ,0„ __ . ... .. ... M �.... ...._„,,0,0.,........,.. ,....._ _.._ r -..- _ _... _ JPC R 601 108th Ave HITECTS N - Suite 2250 Bellevue, WA 9805 : 1201 Westem Ave - Sul 450 Seattle, WA 98101 tel [425]641 -9200, fax [42 637 -8200 Good Shepherd Fairway Center 14220 Interurban Ave. S Building A - Suite 150 Tukwila, WA 98168 Design Team Design JPC • • f f - f , ii / ROOM SERVER ROOM ___ . OFFICE r — i I 1 ... ■ o , i 111'. 1 ' il ri 0 II ' I � l f I — CONFERENCE TRAININQ BREAK ROOM I 101 j 102 103 I 104 1 111 1 _ — - , 1j- . ■ �I . . 1 _ _ , osg , 1 .3 • OPEN. AREA � 11 --- ►Ili I — — I 2 — — - — ; 0 ••1 ` d 1 [11 O 1 1 1 I I 1 .� I 109 I ALIGN I � _ OFFICE _ �_1 O I Dfdwn EU r _ _ OFFICE 1 ■ - 11 _ , ■' =� cheated JS 2 ^ 106 105 OFFICE 4 OFFICE Date 06 /23/ 08 r_� _1 _I (_ 1 108 1 107 _ ( CPC Project No. 08 -100 -0372 9' -7" N N' _ — —= N N 9' -7" N T N I 1 I =I I T'4 I ICI — I (~�I�I 1 ICIr"""-""""" I Y I �I� 1 . �I ICI �"I I, I I I H -I Revisions Date Description NI 1 - r ; <::•,. 1 8 .... 1 8 I J 8 _ 1-- SCOPE 1 08WORK � Floor Plan 6 .... SCOPE OF WORK USF r No. 6 Ceiling Plan 7 SCOPE OF WORK 1,585 US F Demolition 6 Plan 06/25/08 PERMIT ISSUE Reflected Registration 63 '' RED -'' CHI CT MARK ER STATE OF SHING . Keypla'n Scale: 1/$ " =1 i -0' r f �i3 :. I Scale: 1/8 / • ; i r _ G., . i .,; =k' of =1 s -0 n { ti+ R IVCE APP ® JUL 01 20 0 8 �tY ® u >I » r: Sca Key Notes: Partition Legend: Key Notes: Symbols Legend: Key Notes: Symbols Legend 0 REPAIR AND /OR REPLACE DAMAGED ACT OR LIGHT FIXTURES O REMOVE AND SALVAGE EXISTING DOOR, FRAME, AND HARDWARE FOR A TION. REFER FOR ADDITIONAL REUSE AND REINST LLA R TO FLOOR PLAN FO INFORMATION. 0 EXISTING 24" 3/S DOOR AND RECITE TO REMAIN. REUSED /RELOCATED EXISTING DOOR. NG COUNTERTOP, CABINETS, AND SINK TO 3 IXISTI OP, LOWER AND UPPER CA , O REMAIN. F.E.C. BUILDING STANDARD FIRE EXTINGUISHER CABINET (OR SPEC) 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 G VOICE /DATA RECEPTACLE. CONTRACTOR TO PROVIDE MUD RING AND PULL STRING m PROXIMITY CARD READER WALL TAG NO DESIGNATION = EXISTING N = NEW & /OR RELOCATED (COORDINATE RELOCATED D = ITEMS EMOLISH ARCHITECT) 0 EXISTING BUILDING STANDARD SUSPENDED CEILING GRID AND ACOUSTICAL TYPE SYMBOL MFG. DESCRIPTION EXISTING PARTITION /CONSTRUCTION TO REMAIN — _ _ EXISTING PARTITION TO BE REMOVED EXISTING SHELL & CORE WALLS TO REMAIN TILE SYSTEM. REPLACE ALL DAMAGED AND /OR STAINED TILE WITHIN SCOPE OF WORK. $ SWITCH .. ^m : n�k ''r._wz..z,:g:�x.E4 ._;, ................. ._...,.,.,,.... , ,,;-::,:, �.; �;=::;,-. :..; f:;:, ur:::; � �:::: �=•,.. ..,. �. �::: 7 kf _ S:I''� Ti <�Y�'Yt �3 t;�• ': r; <: .:;f•:: k.. -c.: ':"< .. >.;,._..,,..,....,.;.:...:..; z :.,:;;:f. <= ::::.::�:;;. = rnr.; Mr` + = >< =r;;: 2 ALL OPEN OFFICE LIGHTING TO BE PRISMATIC LENS. RELOCATE AS..:,. REQUIRED. $ 3WAY SWITCH 1 BLDG STD EXIT LIGHT EXTG BLDG STD 2x4 SUSP. CEILING GRID & TILE: Eli a Sheet Title BLDG STD 2x4 FLU. LIGHT FIXTURE, 2 —T8 WW LAMPS F -1 NO DESIGNATION = EX STING N = NEW & /OR RELOCATED (COORDINATE RELOCATED ITEMS W /ARCHITECT) D = DEMOLISH Demolition, Floor, & Reflected Ceiling P�KWILA JUN 2 5 7008 PERMIT CENTER Lighting Power Budget g g g ALLOWFPB R FATTAGE SQ. FT. WATTS PER SF TOTAL ALLOWED WATTS Partition Legend: EXISTING PARTITION TO BE REMOVED 1,585 1.0 2 — - — EXISTING PART]TION /CONSTRUCTION TO REMAIN EXISTING SHELL at CORE WALLS Eiltmml GRID HEIGHT PARTITION. REFER TO DETAIL 2/1-9.1. Sheet No. TYPE WATTS/ FIXTURE QTY. TOTAL WATTS 1- 3. 1 © 2008, JPC Architects, PLLC F -1 64 21 1,344 1,344 0 WALL TYPE WALL HT. STUD SIZE STUD GAUGE STUD SPACING WALL THICKNESS INSULA11ON FIRE RATING/ UL DESIGN NO. COMMENTS WALL CLING A 8' -0" 2 1/2" 25 GAUGE 24" O.C. 3 3/4" - - - REF. 5/1 -9.1 FOR BRACING — — — _ . — — — 0 in ACT CEILING STAN STU D WIDTH 2 1/2" 3 5/8" 4" 6 " DARD GAGE (25) STUDS STU D SPACING 16" 24" 16" 24" 16" 24" 16" 24" ONE LAYER EACH SIDE 12' --0" 10' -6" 15-8" 13' -4" 16' -10" 13' -11" 19'-4" 15' -6" 20 GAGE STUDS STU D 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" LINE OF CEIL. GRID METAL EDGE TRIM BLOCK SPACER ABOVE & BELOW GRID AT POINT OF CONNECTION (RUN GRID THROUGH) ACOUSTICAL BAITS AT SOUND PARTITIONS ONLY COMPOSITE DESIGN FOR STEEL STUD PARTITIONS NOTES: - ASSUMED ALLOWABLE DEFLECTION = L/240 - PROVIDE STUD BRIDGING AS REQUIRED BY GOVERNING CODES AND REGULATIONS all Studs Limiting Heights TakklIMI - 1l MIN TILE M i r /A" I1111ti lllll 1111111111I 1111 iiilliininn =•41l1Wij nil Jll rkAll 1 Partition Bracing Detail Scale: 3 " =1' -0" • O • EXIST. EXIST. STRUC. FLOOR ATTACH CROSS BRACING TO FLOOR DECK W/ RAMSET FASTENERS, TYP. RESTORE ALL DAMAGED FIRE- PROOFING TO ORIG. FIRE RATING CROSS BRACING AT 8' -0" O.C. STAGGERED 3 1/2" x 25 GA. STEEL STUDS - ATTACH W/ (3) #6 SHT MTL SCREWS ATTACH CROSS BRACING THRU SPACER TO RUNNER W / #6 SHT MTL SCREW 5/8" GWB EACH SIDE OF 25 GA. METAL STUDS @ 24" O.C. SHIM AS REQ'D, SECURE TO GRID INSULATION TO EXTEND 2' -0" BEYOND EACH SIDE OF WALL AS NOTED BELOW CEILING AS SPECIFIED PAINT REVEAL FLAT BLACK OR TAPED BLACK 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 *SB =SOUND ATTENUATION BATTS Grid Ht. Partition Scale: 3" =1' -0" Typical Mullion /Partition Intersection Scale: 3 " =1 ' -0" Door Type A Scale: 3/8"=r-0" 8 1 -9.1 SIM 8 I -9.1 DO NOT SECURE PARTITION TO GLAZING SYSTEM, ATTACH AT WALL ABOVE AND BELOW GLAZING BOX STUD TO CONFORM TO SITE CONDITIONS UNE OF SILL (VARIES PER SITE CONDITION) MTL STUD ATTACHED TO VERTICAL MULLION W/ DOUBLE SIDED (STICKY) FOAM TAPE FR =FIRE RESISTIVE BASE, AS SPECIFIED BLDG. STD. 3' -O" X 8' -O "X 1-3/4" SC, FLUSH PANEL WOOD DOOR FINISH: BLDG. STD. STAIN NOTES: 1. LATERAL BRACING CLUSTER: (4) 12 GA. GALV SOFT- ANNEALED MILD STEEL WIRES SECURED TO MAIN RUNNER WITHIN 2" OF CROSS 'T' AND SPLAYED 90 DEGREES FROM EACH OTHER AT 45 DEGREES MAX. ABOVE HORIZONTAL. CLUSTERS PLACED 12' -0" O.C. MAX. AND 6' -0" MAX. FROM EACH WALL WIRES SHOULD BE TAUT WITHOUT CAUSING CEILING TO LIFT. 2. SUSPENSION WIRE: 12 GA. GALV. SOFT- ANNEALED MILD STEEL WIRE ENCASED IN 1/2" DIAM. CONDUIT (FOR UPLIFT RESTRAINT); SECURE WIRE TO MAIN RUNNER WITHIN 2" OF CROSS 'T'. CONDUIT TO OCCUR AT EVERY LATERAL BRACING CLUSTER AND SUSPENSION WIRES TO OCCUR AT 4' -0" O.C. MAX. EACH WAY. FASTEN RUNNERS TO PERIMETER WALL ANGLE AT (2) ADJACENT SIDES PROVIDE MIN. 2" WIDE WALL ANGLE. VIEW SHOWING LATERAL BRACING CLUSTER AND SUSPENSION WIRE Ceiling Bracing Diagram Scale: NTS 1/2 3 TURN N. VIAX. Ty P. WITHI► 3" TYP. 0. 1 : �. • MAIN HEAVY RUNNER , 45 1 44/ 2" MAX TYP CROSS 'T' N Door Jamb (Head Sim.) Scale: 6 " =1' --0" NOTE NO. 1 NOTE NO. 2 co PARTITION AS SPECIFIED DOUBLE STUDS EACH SIDE AT JAMBS 1 /2 — (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 NOTE NO. 1 RUNNER ENDS AT OPPOSITE WALLS TO FLOAT FREE ON PERIMETER ANGLE. PROVIDE 3/4" CLEARANCE BETWEEN ENDS OF GRID & WALL APPROVED "FIRE EXTINGUISHER" SIGNAGE 3" HIGH WHITE HELVETICA LETTERING ON RED BACKING OF 8 "x12" SIGN. PROVIDE SIGNAGE ON ALL FOUR SIDES OF COLUMN ENCLOSURE WHEN FIRE EXTINGUISHER OCCURS AT COLUMN. BUILDING STANDARD FIRE EXTINGUISHER CABINET WHEN LOCATED AT COLUMNS, CABINET AND SIGNAGE TO BE CENTERED ON COLUMN ENCLOSURE. TYPICAL, U.N.O. Hardware Sets: HS -1 SINGLE NON -RATED DOOR WITH LATCH SET QTY 1 -1/2 PAIR - BUTT HINGES QTY 1 - LEVER LATCH SET QTY 1 - BLDG STD. DOOR STOP QTY 1 SET - SILENCERS Door Schedule: NO. 101A 1018 102 103 104 105 106 107 108 109A 109B ELEC. OUTLET TEL OUTLET NOTE : INSTALL LOCAL ELECTRICAL AND TELEPHONE WALL OUTLETS AND SWITCHPLATES AT NEAREST STUD FROM SCALED LOCATION ON PLAN UNLESS SPECIFICALLY DIMENSIONED. Typical Mounting Heights Scale: NTS TYPE EXIST EXIST EXIST EXIST EXIST EX IST EXIST A A EXIST A FRAME WD WD WD WD WD WD WD WD WD EXIST WD HDWE EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST HS -1 EXIST HS -1 SCHEDULED DOOR (OPEN OR CLOSED) WALL -MTD. TELEPHONE OUTLET THERMOSTAT HARDWARE SET AS SCHEDULED RATING 2 -3/4" ' / - VERIFY W/ `j HARDWARE 77 SCHEDULE it RL�/1tW b t-O, CODE COMPLIANCE APPROVE JUL a 1 2008 .,.. an of r u�Cwil a curare] RII/jmm (7N REMARKS CONF./TRAINING RM CONF./TRAINING RM SERVER RM OFFICE BREAK ROOM OFFICE OFFICE OFFICE OFFICE OPEN AREA OPEN AREA UGHT SWITCH DOTTEDD INE INDICATES OCATION OF LARGER LATE FOR GANGED • SWITCHES \ NOTE: HEIGHTS ARE AS NOTED UNLESS DIRECTED BY B/S TO BE DIFFERENT REVISION RELOCATED RECEIVED GIN OF TUKWII JUN 2 5 2008 PERMIT CENTER Good Shepherd Fairway Center 14220 Interurban Ave. S Building A - Suite 150 Tukwila, WA 98168 Design Team Design Drawn Checked Date JPC 'RSHITECTS JPC Project No. 601 108th Ave N - Suite 2250 Bellevue, WA 980 1201 Westem Ave - Sul 450 Seattle, WA 98101 tel [4251641 -9200, fax [42 k637 -8200 J PC EU JS 06/23/08 08- 100 -0372 Revisions No. Date Description 06/25/08 PERMIT ISSUE Registration Keyplan Sheet Title Construction Details Door Elevation & Schedule Sheet No. I -9.1 © 2008, JPC Architects, PLLC