Loading...
HomeMy WebLinkAboutPermit D08-360 - PARK EAST - THIRD FLOOR RESTROOMSPARK EAST 3 RD FLOOR REST' TOMS 130 ANDOVER PK E EXPIRED 07 -07 -09 D08 -360 Parcel No.: 0223100040 Address: 130 ANDOVER PK E TUKW Suite No: Tenant: Name: PARK EAST 3RD FLOOR RESTROOMS Address: 130 ANDOVER PK E , TUKWU1A WA City Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Owner: Name: OMNI PROPERTIES INC Address: 909 S 336TH ST #205 , FEDERAL WAY WA 98003 Phone: Contact Person: Name: SUSAN GRIFFIN Address: 601 108 AV NE, STE 2250 , BELLEVUE WA 98004 Phone: 425 641 -9200 X 347 Contractor: Name: S G A CORPORATION Address: 1501 N 200 ST , SHORELINE WA 98133 Phone: 206 778 -2191 Contractor License No: SGACO * *084BS DEVELOPMENT PERMIT Permit Number: D08 -360 Issue Date: 07/18/2008 Permit Expires On: 01/14/2009 Expiration Date: 01/10/2010 DESCRIPTION OF WORK: DEMOLITION OF EXISTING TENANT IMPROVEMENTS AND CONSTRUCTION OF NEW RESTROOMS. REPLACE SUSPENDED CEILING AND LIGHTING IN BUILDING CORRIDOR ON FLOOR 3. Value of Construction: $20,000.00 Fees Collected: $685.13 Type of Fire Protection: AFA International Building Code Edition: 2006 Type of Construction: VB Occupancy per IBC: 0008 doc: IBC - 10/06 * *continued on next page ** D08 -360 Printed: 07 -18 -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: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Permit Center Authorized Signature: I hereby certify that I have read and e governing this work will be complied The granting of thi construction or Signature: Print N doc: IBC - 10/06 ermit does not rformance of City (*Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us N Volumes: Cut 0 c.y. at Permit Number: Issue Date: Permit Expires On: Size (Inches): 0 End Time: Fill 0 c.y. Start Time: End Time: Private: Profit: N Private: Public: Non - Profit: N Public: Date: hit/ D08 -360 07/18/2008 01/14/2009 ed this permit and know the same to be true and correct. All provisions of law and ordinances hether specified herein or not. e to give authority to violate or cancel the provisions of any other state or local laws regulating horized to sign and obtain this development permit. Date: 7 1, `dr This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. D08 -360 Printed: 07 -18 -2008 Parcel No.: 0223100040 Address: Suite No: Tenant: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 13: ** *FIRE DEPARTMENT CONDITIONS * ** doc: Cond -10/06 City of Tukwil 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 130 ANDOVER PK E TUKW PARK EAST 3RD FLOOR RESTROOMS PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D08 -360 ISSUED 07/03/2008 07/18/2008 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: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 9: Manufacturers installation instructions shall be available on the job site at the time of inspection. 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 (206 - 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 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. 14: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 15: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or D08 -360 Printed: 07 -18 -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 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 nun) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 nun). (IFC 906.7 and IFC 906.9) 16: 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) 17: 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) 18: 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) 19: 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) 20: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 21: 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) 22: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 23: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 nun) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 min) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 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 the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 24: 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) 25: 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) 26: 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, doc: Cond -10/06 D08 -360 Printed: 07 -18 -2008 1006.3) • 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.cidukwila.wa.us 27: Maintain automatic fire detector coverage per N.F.P.A. 72. Addition/relocation of walls, closets or partitions may require relocating and/or adding automatic fire detectors. 28: Local U.L. central station supervision is required. (City Ordinance #2051) 29: 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) 30: Call the Tukwila Fire Department at 206/575 -4407 for approval of any system shut down. Have job site address, name and the Tukwila Fire Department Job Number available to confirm shut down approval. (City Ordinance #2051) 31: 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) 32: 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. 33: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 34: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 35: These plans were reviewed by Inspector 0700. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. * * continued on next page ** doc: Cond -10/06 008 -360 Printed: 07 -18 -2008 Signature: Print N 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 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 no • esume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance o wo k. ■ Date: a? D08 -360 Printed: 07 -18 -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 Building Permit ,No: Mechanical Permit No: • . Plumbing/Gas• Permit No. Pub1ic;Works Permit No. Project,No. • :k }� (F.or;oflice'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.: O Z2.3100040 Site Address: SO Av./over Pa r1G East Suite Number: h Floor: 3 New Tenant: ❑ Yes .2r.No Property Owners Name: PA r E6 St 1?Ga 1 E4 rate. L. Mailing Address: 15 1 north 2 0 0 t'r` St. S h ore,' l'h e, WA 0 18 (33 City State Zip Tenant Name: to A !: PERSON who do we:contact•when your permit is ready to be issued Name: N S A h G le l# 1' N Day Telephone: 42- g' 641- la.00 Xt '347 Mailing Address: 6401 10' Ave VIE , 4 v 1 tc ZZ'SD (3 e-I 1 P V 14 z I WA 15004 . City State Zip E -Mail Address: 6 NSA n6 d J re A rC4 1 f e CAS. altA Fax Number: 424" 4037 -- 8 20 O GENERAL CONTRACTOR 4 INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: T (3 17 Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: ARCHITECT OF RECORD - All plans be wet stamped by Architect of Record TPc m r Company Name: Mailing Address: 1,01 1 0 $ 1-it Ar V-G 110 ) 4 N 1 - rG 1.2-S0 ) 13e1 Icvsc WA 16004 City State Zip Day Telephone: 42-g - 6 4 I - / 0 X 547 E -Mail Address: 4114 # h (nj J pe A r 41 l tacit: Fax Number: 4 2 1 + 6,37- es 2 O e Contact Person: 4 1/1 h Cole I HI' • ENGINEER OF RE CORD - All' plans m ust be wet stamped by Engineer„of RecordFa '' ti Company Name: V% f A Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: QMpplications\Forms- Applications On Line'3 -2006 - Permit Application.doc Revised: 9 -2006 bb State Zip Page 1 of 6 .. Existing Interior Remodel Addition to Existing Structure ; ,' New - Type of Construction per ' IBC' ' : Type of Occupancy per • ' IBC is` Floor : . i . 1 o, G A 1 ! � s '� 8 8 2 ° Floor . I I v I r. Q Y S 3: cfftfor IO, IS I) ") 4 — IC 8 Floors • : thru — .- ..- Basement G 1 n 1 v - .Aecessory'Structure *• hA = •Attiiohed Garage- L ' v: : `. A Detached Garage. - . Attached Carport . "Detach C ed' ort ° 1' gip. \f Covered Deck ":' .Uncovered Deck ;,➢ , BIJLI)ING PERMIT INFOON - 206 - 431 -3670 Valuation of Project (contractor's bid price): $ Z Vj O D O Existing Building Valuation: $ Scope of Work (please provide detailed information): Pe hi o 1 1 t1 d K Of es I r 10%..1 'f Yi % a et t i rprPve rrrtht5 Ahd Gohstv"v or of to Gay r41 . Ik e p! ACe - 4144pertote®( Ge.Wlo It kr. / Ii h fn ho 1h bVL11eh5 Go✓rl o h floor 3 At- A (ovCC✓ Pav 4 t off+ Will there be new rack storage? ❑ Yes 0, 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) NA *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 pr, 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 JK 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'Forms- Applications On Line'3 -2006 - Permit Application.doc Revised: 9 -2006 bb Page 2 of 6 PERMIT APPLICATION — Applicable to all permits in this .applic tion 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). 1 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 OWNER OR AUTHORIZED AGENT: Signature: 60144 `VW/ Date: Print Name: 7 V145 G pr 1 T 'T� �1 Day Telephone: 4 64 (-‘12.0o x 341 Mailing Address: 601 100 A ■`C h `i i S Vt 1 tt 2-25'0 ) 13 c (1 e v N G , ■ /A 0 18 col- State Zip Date Application Accepted: Q:\Applicanons\Forms- Applications On Lme'3 -2006 - Permit Application.doc Revised: 9 -2006 bh City Date Application Expires: oLh09Io"t Staff Initials: Page 6 of 6 1 n..... arr- CFMC_na RECEIPT NO: R08 -02647 City of Tukvvitla 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 Initials: JEM Payment Date: 07/18/2008 User ID: 1165 Payee: PARK EAST REAL ESTATE, LLC SET ID: 0718A SET NAME: JPC ARCHITECTS SET TRANSACTIONS: Set Member Amount D08 -293 701.50 417.00 TOTAL: 1,118.50 ACCOUNT ITEM LIST: Description BUILDING - NONRES STATE BUILDING SURCHARGE SET RECEIPT Total Payment: 1,118.50 TRANSACTION LIST: Type Method Description Amount Payment Check 1097 1,118.50 TOTAL: 1,118.50 Account Code Current Pmts 000/322.100 1,109.50 000/386.904 9.00 TOTAL: 1,118.50 019 0' /18 9716 MTN_ 1118.50 Parcel No.: 0223100040 Permit Number: D08 -360 Address: 130 ANDOVER PK E TUKW Status: PENDING Suite No: Applied Date: 07/03/2008 Applicant: PARK EAST 3RD FLOOR RESTROOMS Issue Date: Receipt No.: R08 -02406 Initials: JEM Payment Date: 07/03/2008 09:12 AM User ID: 1165 Balance: $417.00 Payee: JPC ARCHITECTS TRANSACTION LIST: Type Method Descriptio Amount Payment Check 20564 268.13 ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www. ci. tukwila. wa. us RECEIPT Account Code Current Pmts 000/345.830 268.13 Total: $268.13 Payment Amount: $268.13 4424 07/03 9711 TOTAL 26813 doc: Receiot -06 Printed: 07 -03 -2008 COMMENTS: ce p _ Type of Insilection: 1I NA( Address: ( aA K.166.0 t 1 1.i" Vt if 4 r:Vt. n Prtlefil Date Called: " -. D ate 1 (1./t N C h U- 7 4 _ 4 % C Q $2_Li1/4) 4D aV ■-1 9 -\( \' P .rC''r I .-- V Pr: y R. E 3itt Type of Insilection: 1I NA( Address: ( aA K.166.0 k Date Called: " -. D ate Special Instructions: Wanted: _ Requester: Phone No: INSPECTION RECORD Retain a copy with permit DO B366 INSPECT N NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION b- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 E1 Approved per applicable codes. Recei • t No.: Corrections required prior to approval. .00 REI PECTION FEE R (WIRED. • rior to in ection, fee must be d at 630 i Southcenter Blvd., Suite 10 0. Call to s hedule reinspection. COMMENTS: 6 Yeti-Kett 1 6o9 13 .11.6. ac irc7 4 i 4 s i (,M ‘ -- A1c- c.ke/ , Special Instructions: /,.:.& rR i _ pr .=4 Requester: / 19 ‘115pAiiet i e;1; ,dII4 . \) 1 it J . t Project f 47/L 145 2fiIFkiie Type of Inspection: p , / Address: /30 NA/Davi.")Pte Date Called: Special Instructions: Date Wanted:. — G --Q9 p.m. Requester: Phone No: acs 6- Z /reef -L //7, INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ❑ Approved per applicable codes. corrections required prior to approval. spect P 60 Receipt No.: 1 1 INSPECTION RECORD Retain a copy with permit a 0 REINSPECTION FEE REQUI d at 6300 lvd., Sui Dal 6- v D. Pr to i nspection, fet must be e 100. Call to schedule reI spection. Date: 1 bdei--.7640 PERMg NO. (206)431 -3670 Pro' t: .�3 Type of Inspection: >y-s / Address: 13 0 /kikD0 1/4 Aft" Date Called: Special Instructions: .� f Date Wanted: f z) !a.m� p.m. Requester: Pho /N1 _ / _ �� lG . rl ��n 1 d ' Approved per applicable codes. 'Receipt No.: INSPECTION RECORD Retain a copy with permit Date: �L -3(►0 PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. COMMENTS: ro Jp , � SALroOMS ,j1, e ,,,T;(..-r-e_ 0/00-, , 1 Inspect p— I 216 " ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. COM MENTS: 4/1y " 1 0 J A 1 i-2 . r0 'rte : c s �� 0 r °` 6bc -I - (( C4 i(k Date Wanted: i�v . D e_ikerf AT , i1 et i . E- li Nkq Requester: h^ r. x- / 9r / ..c.e. bAf.5 1 • , rm k e /) J . Project: rd Type of In pection: Address: _ 1 7 v . 4 b 0'e:1" e . Date Called: - -.,. Specia Instructions: Date Wanted: t 6 ...." _ID., p.m. Requester: Phone No: INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION lg.- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. o 1,411 !Inspector Date: 2 ( 43 . ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 Receipt No.: !Date: COMMENTS: (_40. Ia.c. 'f k4J S- e -i-- el Ai Address: 130 » nuu(r G esTan J w;71 , c7AJi1 7 -reef) / , .2.--v eAy- N s - _) . -,. Date Wanted: D t 5 , . s ' a'e O fr . e j. a m ?, - o r p.m Requester: , 5 j e f et'u f e- Phone Jo: 1 y k `A e r. . P ject• (4 Y r K ('-,‘ sr 3 1(00- Type of Inspection: r e - (6A fr/Oel Date /Called: Address: 130 » nuu(r ,--- frkS'r' Special Instructions: i Tib opt S ` Date Wanted: (, Q a m ?, - o r p.m Requester: , 5 Phone Jo: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 44 ' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 I pp oved per applicable codes. El Corrections required prior to approval. I lnspect 1 , , Receipt No.: I Date$ 2 y. El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Project: VAc.,,A tu t e t, e..-r, ' Type of Inspection: 1.41A-L, Address: 39 k 4 A-tuti'tne.-- Suite #: Monitor: Contact Person: 1,-Dte c Permits: Special Instructions: • • Phone No.: " ' 41'Y 00 Needs Shift Inspection: ... SprinklErs: Fire Alarm: Hood & Duct: Monitor: Pre-Fire: - Permits: Occupancy Type: : . 7.194,tt z INSPECTION NUMBER INSPECTION RECORD. Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa: 98188 206=575-4407 1 Approved per applicable codes. Corrections required prior to approval. COMMENTS: e rL t tt.1.404- CoN,IV741. - K- 1 Word/Inspection Record Form.DoC • I Da:61%610 o s 1/13/06 A . 17 7.•- : ( e•• Inspector: 10 14• • . $80.00 EINSPEC11ON FEE REQUIRED. You will receive an invoice from le City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 e*. 06 -03 -2009 SUSAN GRIFFIN 601 108 AV NE, STE 2250 BELLEVUE WA 98004 RE: Permit No. D08 -360 130 ANDOVER PK E TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code 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 writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 07/07/2009 , 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, %:tZ Bill Rambo Permit Technician xc: Permit File No. D08 -360 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 DEPARTMENTS: (i 1 'llf Bui uing Division P I I S c PERMIT CORD COPY e PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D08 -360 DATE: 07 -03 -08 PROJECT NAME: PARK EAST 3 FLOOR .RESTROOMS SITE ADDRESS: 130 ANDOVER PK E X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28 -02 0�nA Mon � 1 � ` b - uvYl ►fit. 1--f—Of Fire Prevention M Planning Division e Incomplete n Permit Coordinator Structural Review Required No further Review Required DATE: DATE: DUE DATE: 07-08-08 Not Applicable n Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: DUE DATE: 08-05-08 Approved n Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 5 HARTFORED FIRE INS 52BSBC14979 01/10/2005 Until Cancelled 11/27/2002 $12,000.00 12/14/2004 4 FIRE INS CO HARTFORD SUN403819 01/10/2002 Until Cancelled 01/10/2005 MINNIEAR, GEORGE N $12,000.00 01/04/2002 3 HARTFORD FIRE INS CO SUN403819 01/10/199601/10 /2002 $6,000.00 Name Role Effective Date Expiration Date ABBOTT, JAMES W PRESIDENT 01/14/1991 MERISKO, BRIAN J VICE PRESIDENT 01/14/1991 SYLVESTER, JAMES R VICE PRESIDENT 11/27/2002 KOSNEY, SEAN N CHIEF EXECUTIVE OFFICER 01/10/2002 12/08/2004 LAYMAN, JOSEPH S TREASURER 01/14/1991 01/10/2002 MINNIEAR, GEORGE N VICE PRESIDENT 01/14/1991 01/10/2002 Untitled Page General /Specialty Contractor A business registered as a construction contractor with L&tI 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. S G A CORPORATION Business and Licensing Information Name Phone Address Suite /Apt. City State Zip County Business Type Parent Company SGA CORPORATION 2065332191 1501 N 200TH ST SHORELINE WA 98133 KING CORPORATION Business Owner Information Bond Information • 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 601292201 GENERAL UNUSED https:// fortress .wa.gov /lni/bbip/Detail.aspx ?License = SGACO* *084BS to ACTIVE SGACO * *084BS CONSTRUCTION CONTRACTOR 1/10/1992 1/10/2010 STEPHGA099BP Page 1 of 3 07/18/2008 0 0 I ce ce 0 O w w 3 ,- m Q a � X 0 co 0 U O 0 ,o O 0 , W O •. O J 1 2 o Andover Park Fast Restroom and Corridor Inprovements Floor 3 Site Plan Scale: 1" = 40' -0" I \ 30' N 05� p = 18'28'53" L F r R= 118.95' L=36.37' j^ /Etfuoed C.. 30` FOU O„ lir..„.„..,..-- W/PUNCH NC 2,DISK MONUMENT ()OWN 1.0 IN CASE I\- - 89'3Q'33 R =50.00'_ L= 78:11' I FOUND CONC. MONUMENT W /PUNCHED 1 1/2" BRASS DISK DOWN 1.0' IN CASE Parking ccc ASPHALT PARKING LOT ti Q 4 W 2 HC Spaces APPROX. LOCATION -OF 100 -YEAR FL000 LINE —4D-- —0 8 Porkm9 Spaces 5 P acking Spaces 8 Parking Spaces I w , 6 Parking Spaces o l 5 Parking Spaces j t 1 / UOP 1 t I % } Cone Planter. 130 ANDOVER PARK EAST 3 STORY CONCRETE BUILDING BUILDING AREA' 11,778: SQ. FT. TRACT LINE. ROOF. HEIGHT AT THIS CORNER = -. 415'. 132.7' Concrete. Not .60' BUILDING SETBACK PER PLAT Extruded Curb. Corso Ret.a4ail one. Pad Concrete Pod HVAC EQUIP. 7' Chan L Fn. _- _rsump 4 Porkin4 Spa es ASPHALT PARKING LOT pneree .tr „ r ci TyF ro S \ J2 P K \ 1ZF 4 oq� /FOT 12 ,P;;\ 9 O ® 5 88'25'27 W 186A1'C 185 91P Concrete Curb ASPHALT ROADBED N 88'25'27" W 335.97'M 335,77'P d-90'2 ' 08" R =50 00' L= 78.88' FOUND CONC.' MONUMENT W /1 1/2 _ DISK STAMPED: DOWN as' IN CASE 20' FOUND MONUMENT IN CASE AS NOTED HEREON. X S LEAD & TACK -W /TAG STAMPED 'PCS 31453" O.: SET PK NAIL W /WAShER. STAMPED "TNLS LS 31453" C CALCULATED DISTANCE M MEASURED DISTANCE P PLAT DISTANCE BOUNDARY LIMIT LINE OF THIS SURVEY CHAW LINK FENCE 440 -- UNDERGROUND POWER -w— WATER LINE — 5- -B GAS LINE.. so— 'STORM DRAIN LINE 0 ;PARKING LOT LIGHT g GROUND LIGHT 1 ' WATER METER O WATER MANHOLE 04 WATER VALVE s FIRE HYDRANT A, FIRE DEPARTMENT CONNECTION EA IRRIGATION VALVE 0 GAS METER rn CAS VALVE ❑ CATCH BASIN ® JUNCTION Box L=..1 TRANSFORMER. �. ,CABINET POWER/ELECTRICAL VAULT TRAFFIC. SIGNAL POLE SIGN EASEMENT EASEMENT NOTES O DENOTES A T0.00 FOOT WIDE EASEMENT T FOR TILITY PURPOSES PER PLAT OF ANDOVER INDUSTRIAL PARK NO, 2 DENOTES AN. EASEMENT FOR WAIER LINE PURPOSES TO THE CITY OF TUKWILA PER DOCUMENY. RECORD JULY 13, 1964 UNDER RECORDING Na 51606 760629, RECORDS OF KING COUNTY, WASHINGTON, ' DENOTES A 1500 FOOT VIDE EASEMENT FOR THE PURPOSES QF SIDEWALK,' TRAFFIC SIGNAL EQUIPMENT, STRUCTURES CABLES AND CONDUITS, AND • FOR USE BY THE PUBIIC • OF PUBLIC:SIDEWALKDS TQS'THE C TV QF TUKWILA . PE6 , DOCUMENT RECORDED' UNDER RECORDING. N0. .9517300543,: RECORDS.OF RING.000NTY - - WASHINGTON. FILE OPY /f Permit No. SEPARATE' PERMIT REQUIRED FOR !Electrical mothankal , U 'rumbinp Gas Piping BUILDING City DIVISION Plar review approval is submit to enrs and omissions. Approval of constnalon documents does not authorize the violation of cc* or ordinance. Receipt of approved d and ccnditlans is acimowledged: a r.wr: Date City of Tukwila BUILDING DIVISION REV tp CODE COMPLIANCE APPRO VED JUL 1_ MB Of Tukwila DIVI5LOA- tV _l ILD REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. JUL, 072Q0 Drawing Index: I -0.0 I -0.1 I —CS -3 1 -3.3 1 -4.3 1 - 8.1 I -9.1 Code Information: PROJECT ADDRESS: ANDOVER PARK EAST — SUITE 301 130 ANDOVER PARK EAST TUKWILA, WA 98188 CONSTRUCTION TYPE: TYPE — VB, NON — SPRINKLERED ZONE: C— COMMERCIAL OCCUPANCY: B BUSINESS TENANT SQUARE FOOTAGE: (area of 1,304 SF ELECTRICAL, MECHANICAL, PLUMBING & FIRE PERMITS TO BE DEFERRED SUBMITTAL. PROJECT DESCRIPTION: CONSTRUCTION OF NEW RESTROOMS AND CORRIDOR IMPROVEMENTS TO CEILING. BUILDING AREA: FIRST FLOOR = SECOND FLOOR THIRD FLOOR = COVER SHEET GENERAL NOTES & SYMBOLS EXIT PLAN & CODE SUMMARY DEMOLTION & FLOOR PLANS DEMOLITION REFLECTED CEILING PLAN & REFLECTED CEILING PLAN ENLARGED FLOOR PLAN & ELEVATIONS CONSTRUCTION DETAILS TOTAL AREA = 32,521 SF 10,691 SF = 10,915 SF 10,915 SF Legal Description: TAX PARCEL #: 0223100040 Vicinity Map: Project Team: Property Manager: PARK EAST REAL ESTATE, LLC 1501 NORTH 200TH STREET SHORELINE, WA 68133 CONTACT: JEFF RISTOFF 206 - 290 -4251 jristoff ®jlrservices.com Electrical UNDER SEPARATE PERMIT Mechanical UNDER SEPARATE PERMIT Plumbing UNDER SEPARATE PERMIT Fire Protection UNDER SEPARATE PERMIT work) ANDOVER INDUSTRIAL PARK #2 PORTION TAXABLE 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 Architect: JPC ARCHITECTS, PLLC 601 108TH AVE NE SUITE 2250 BELLEVUE, WA 98004 (425) 641 -9200 PROJECT LOCATION SUSAN GRIFFIN — EXT. 347 susang ®jpcarchitects.com General Contractor: GC —TBD RECEIVED crrY OF TUKWILA JUL 0 3 2008 PERMIT CENTER el. JPC ARCHITECTS Andover Park East Restroom and Corridor Improvements Floor 3 Design Team Design Drawn Checked Date JPC Project No. SLG SLG, MYA 05/27/08 08- 100 -0099 Revisions No. Date Description 601 108th Ave NE,- Suite 2250 Bellevue, WA 98004 1201 Western Ave - Suite 450 Seattle, WA 98101 tel [4251641-9200, fax [4251637-8200 07/02/08 PERMIT ISSUE Registration 8283 REGISTERED ARCHITECT CHARLOTTE PATTERSON STATE OF WASHINGTON Keyplan — •i_l��� �vr rr � :� 1/11,41-_ / idllr / �A 111111.1 A: =A Sheet Title Cover Sheet & Site Plan Sheet No. I-0.0 © 2008, JPC Architects, PLLC 6 m Q X Abbreviations: A/C ACT AFF ALT. APPROX. BD BLDG BLK BLKG BOT 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 EQ EQUIP EST EXIST EXP FEC FF FH FIN FLR FLUOR FOIC FOS FOC FOF FT FUR GA GC GL GWB HC HCPD HDR HDWR HM HORIZ HR HT HVAC INSUL JAN JT KIT LAM LAV LH MAX MECH MTL MEZ MFR MIN MISC MTD MUL N NIC NTS OA oC 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 SQ SS STL STOR STRUC SUSP TEL TEMP TFTI THK THRESH TV TYP UNFIN UNO VCT VEN VERT VESTI VFY VWC w W/ WD W/O WT AIR CONDITIONING 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 EACH ELEVATION ELECTRICAL ELEVATOR EQUAL EQUIPMENT 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 MAXIMUM MECHANICAL METAL MEZZANINE MANUFACTURE(R) MINIMUM MISCELLANEOUS MOUNTED MULLION NORTH NOT IN CONTRACT NOT TO SCALE OVERALL ON CENTER OUTSIDE DIAMETER OPPOSITE HAND OPENING PLASTIC LAMINATE PANEL PAIR PARTITION RADIUS RESILIENT BASE RESILIENT TILE REFERENCE REFRIGERATOR REINFORCING REQUIRED REVISION RIGHT HAND ROOM ROUGH OPENING SOUTH SOLID CORE SEALANT SECTION SHEET SIMILAR SPECIFICATION SQUARE STAINLESS STEEL STEEL STORAGE STRUCTURAL SUSPENDED TELEPHONE TEMPERED TENANT FURNISHED & TENANT INSTALLED THICK(NESS) THRESHOLD TELEVISION TYPICAL UNFINISHED UNLESS NOTED OTHERWISE VINYL COMPOSITION TILE VENEER VERTICAL VESTIBULE VERIFY VINYL WALL COVERING WEST /WIDE WITH WOOD WITHOUT WEIGHT General Notes: 1. REFER TO BASIC BUILDING SPECIFICATIONS, REQUIREMENTS AND STANDARDS FOR EXISTING SHELL AND CORE CONSTRUCTION. ALL WORK IS TO BE COMPATIBLE WITH EXISTING CONSTRUCTION. 2. ALL WORK SHALL CONFORM TO APPLICABLE CURRENT FEDERAL, STATE AND LOCAL CODES. THE CONTRACTOR IS TO PROVIDE FOR ALL REQUIRED NOTIFICATION OF AND COORDINATION WITH CITY AND STATE AGENCIES, AND PROVIDE REQUIRED PERMITS. ALL TESTS AND INSPECTIONS ASSOCIATED WITH OBTAINING APPROVALS TO PROCEED WITH AND COMPLETE THE WORK SHALL BE PAID FOR BY THE CONTRACTOR. 3. THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE ALL LABOR AND MATERIALS, EQUIPMENT AND TRANSPORTATION NECESSARY OR REASONABLY INFERABLE AS BEING NECESSARY FOR THE EXECUTION OF THE WORK. BY SUBMITTING A PROPOSAL, THE CONTRACTOR REPRESENTS THAT THOROUGH EXAMINATION OF THE SITE AND ALL EXISTING CONDITIONS AND LIMITATIONS HAVE BEEN MADE AND THAT THE CONTRACT DOCUMENTS HAVE BEEN EXAMINED IN COMPLETE DETAIL, AND THAT IT IS DETERMINED BEYOND DOUBT THAT THE DRAWINGS, SPECIFICATIONS AND EXISTING CONDITIONS ARE SUFFICIENT, ADEQUATE AND SATISFACTORY FOR CONSTRUCTION OF THE WORK. WHERE MINOR ADJUSTMENTS TO THE WORK ARE NECESSARY FOR THE PURPOSES OF FABRICATION AND INSTALLATION OF ITEMS, OR RESOLUTIONS OF CONFLICTS BETWEEN ITEMS, WITHIN THE INTENT OF THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL MAKE SUCH ADJUSTMENTS AT NO ADDED EXPENSE TO THE OWNER. WHERE SUCH MINOR ADJUSTMENTS AFFECT FUNCTIONAL OR AESTHETIC DESIGN OF THE WORK, THEY SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW AND APPROVAL. 4. THE CONTRACTOR SHALL COORDINATE ALL OPERATIONS WITH THE OWNER, INCLUDING AREA FOR WORK, MATERIALS STORAGE, AND ACCESS TO AND FROM THE WORK, SPECIAL CONDITIONS OR NOISY WORK, TIMING OF WORK AND INTERRUPTION OF MECHANICAL AND ELECTRICAL SERVICES. NOISY OR DISRUPTIVE WORK SHALL BE SCHEDULED AT LEAST ONE (1) WEEK IN ADVANCE OF THE TIME WORK IS TO COMMENCE. 5. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE HIGHEST STANDARD OF WORKMANSHIP IN GENERAL AND WITH SUCH STANDARDS AS ARE SPECIFIED. 6. CONTRACTOR SHALL ADHERE TO ALL BUILDING STANDARDS. ANY CHANGES TO SAME SHALL BE SUBMITTED TO ARCHITECT IN WRITING FOR APPROVAL. 7. CONTRACTOR SHALL SUBMIT SAMPLES OF ALL FINISHES OF SUCH SIZE AND NUMBER THAT THEY REPRESENT A REASONABLE DISTRIBUTION OF COLOR RANGES AND PATTERN PRIOR TO INSTALLATION FOR ARCHITECT'S APPROVAL. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS AND PRODUCT DATA FOR ARCHITECT'S APPROVAL ON ALL SPECIAL ITEMS REQUIRING CUSTOM FABRICATION. (SHALL INCLUDE RATED FIRE DOORS AND HARDWARE). 8. CONTRACTOR IS TO VERIFY ALL DIMENSIONS AND CONDITIONS ON SITE AND NOTIFY ARCHITECT OF ANY DISCREPANCIES. CONTRACTOR IS NOT TO SCALE OFF DRAWINGS. 9. CONTRACTOR SHALL PROVIDE 18 -GAUGE SHEET METAL BACKING IN PARTITIONS FOR ALL WALL - MOUNTED FIXTURES AND DEVICES UNLESS INDICATED OTHERWISE ON THE DRAWINGS. 10. ALL FLOORS SHOULD BE LEVEL AND NOT VARY MORE THAN 1/4" IN 10' -O ". THE CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY CONDITIONS THAT DO NOT MEET THIS STANDARD. 11. ALL MATERIALS INDICATED TO MATCH EXISTING SHALL DO SO WITH RESPECT TO SIZE, SHAPE, COLOR, TEXTURE, PATTERN, QUALITY AND METHOD OF INSTALLATION INSOFAR AS PRACTICABLE AND SHALL BE APPROVED BY THE ARCHITECT BEFORE USE. 12. ALL FIREPROOFING DISTURBED DURING CONSTRUCTION SHALL BE REPLACED TO MATCH ORIGINAL FIRE PROTECTION LEVELS. (OBTAIN REQUIRED APPROVALS). 13. THE FLOORS MAY BE OCCUPIED DURING CONSTRUCTION. THE CONTRACTOR SHALL PROTECT ALL PERSONNEL, PASSERSBY OR VISITORS TO THE SITE FROM HARM AND INJURY. BARRIERS SHALL BE INSTALLED AS REQUIRED TO PROTECT EQUIPMENT INSTALLED DURING CONSTRUCTION. CAREFULLY MAINTAIN AND PROTECT MONUMENTS, BENCH MARKS AND THEIR REFERENCE POINT FROM BEING DESTROYED OR DISTURBED; REPLACE AS REQUIRED. 14. EXISTING WORK DAMAGED AS A RESULT OF WORK DONE UNDER THIS CONTRACT SHALL BE REPAIRED TO ORIGINAL CONDITION AND FINISHED TO MATCH ADJACENT FINISHES, SUBJECT TO ARCHITECT'S APPROVAL, AND AT NO ADDITIONAL COST TO OWNER. ALL REPLACEMENT MATERIALS REQUIRED TO MATCH EXISTING MATERIALS SHALL DO SO WITH RESPECT TO TYPE, PATTERN, TEXTURE, SIZE, SHAPE, COLOR AND METHOD OF INSTALLATION INSOFAR AS PRACTICABLE, AND SHALL BE APPROVED BY THE ARCHITECT AND OWNER PRIOR TO INSTALLATION. 15. ALL EXISTING MECHANICAL AND ELECTRICAL EQUIPMENT AND SERVICES DISRUPTED OR REMOVED DURING CONSTRUCTION SHALL BE RESTORED AND REPLACED UNLESS NOTED OTHERWISE. FIRE /LIFE SAFETY SYSTEMS TO BE MAINTAINED DURING CONSTRUCTION. 16. INSTALLATION OF MECHANICAL, ELECTRICAL AND STRUCTURAL SYSTEMS WILL REQUIRE OPENING OF SOME EXISTING WALLS, CEILINGS OR FLOOR CAVITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF THESE OPENINGS TO MATCH EXISTING, EXCEPT WHERE NOTED OTHERWISE. FILL ALL HOLES AND VOIDS IN FLOORS, WALLS AND CEILINGS WHICH RESULT FROM INSTALLATION OF WORK, AND REMOVAL OF EXISTING MATERIALS AND EQUIPMENT REQUIRED BY THIS CONTRACT. PATCHED AREAS SHALL MATCH THE MATERIALS, FINISHES, AND LEVELS ADJACENT, OR SHALL BE PUT IN THE PROPER CONDITION TO RECEIVE THE FINISH INDICATED. 17. OPENINGS REQUIRED FOR NEW WORK THAT PENETRATES EXISTING STRUCTURE SHALL BE COORDINATED WITH OWNER PRIOR TO COMMENCING THE WORK. ANY OPENING OVER 2" IN DIAMETER SHALL BE REVIEWED AND APPROVED BY OWNER. THROUGH CONCRETE SLABS OR WALLS, OR MASONRY WALLS, ALL ROUND HOLES SHALL BE CORE DRILLED WITH A DIAMOND DRILL AND ALL RECTANGULAR OPENINGS SHALL BE CUT WITH A DIAMOND SAW. IN NO CASE SHALL ANY STRUCTURAL MEMBER BE CUT. USE CARBIDE - TIPPED DRILLS FOR GYPSUM WALLBOARD PARTITIONS. KEEP OVERCUTTING TO A MINIMUM. MAINTAIN CONTINUITY AND INTEGRITY OF FIRE SEPARATION AT ALL TIMES. GROUT AROUND CONDUITS PASSING THROUGH CONCRETE WALLS AND FLOORS AND MASONRY WALLS. MAKE PATCHES WITH NEAT, TRIMMED EDGES; MATCH ADJACENT EXISTING WORK. 18. CONTRACTOR SHALL PROVIDE FLOOR LEVELING AS MAY BE REQUIRED AT SLIDING DOORS, RELITES WITHOUT BASE, CABINET WORK, AND OTHER LOCATIONS REQUIRING LEVEL SUBSTRATE. FEATHER CHANGES IN ELEVATION OVER SUFFICIENT AREA TO LIMIT TRANSITION SLOPE TO 1/8" PER FOOT. 19. MATERIALS, ARTICLES, DEVICES AND PRODUCTS ARE SPECIFIED IN THE DOCUMENTS BY LISTING ACCEPTABLE MANUFACTURERS OR PRODUCTS, BY REQUIRING COMPLIANCE WITH REFERENCED STANDARDS, OR BY PERFORMANCE SPECIFICATIONS. FOR ITEMS SPECIFIED BY NAME, SELECT ANY PRODUCT NAMED. FOR THOSE SPECIFIED BY REFERENCE STANDARDS OR BY PERFORMANCE SPECIFICATIONS SELECT ANY PRODUCT MEETING OR EXCEEDING SPECIFIED CRITERIA. FOR APPROVAL OF AN ITEM NOT SPECIFIED, SUBMIT REQUIRED SUBMITTALS, PROVIDING COMPLETE BACK -UP INFORMATION FOR PURPOSES OF EVALUATION. WHERE BUILDING STANDARD ITEMS ARE CALLED FOR, NO SUBSTITUTE WILL BE ACCEPTED. 20. CONTRACTOR SHALL PROVIDE FOR ALL WORK REQUIRED TO MAINTAIN 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 INFORMATION SHOULD THEN BE IMMEDIATELY SHARED BETWEEN THE ARCHITECT, THE ARCHITECTS' SELECTED FLOORING REPRESENTATIVE(S), AND FLOORING SUB - CONTRACTOR FOR REVIEW AND APPROVAL OF APPLICABLE MATERIALS AND ANCILLARY INSTALLATION /FINISH PRODUCTS. IF NO MOISTURE TEST CAN BE FURNISHED OR IF FINDING ARE IN QUESTION THE GENERAL CONTRACTOR SHALL PERFORM THE FOLLOWING TESTS: A. PROVIDE (3) CALCIUM CHLORIDE MOISTURE TESTS FOR THE FIRST THOUSAND SQUARE FEET AND (1) TEST FOR EVERY ONE THOUSAND SQUARE FEET THEREAFTER AT ALL FLOORS WITHIN SCOPE OF WORK. THE CALCIUM CHLORIDE TEST SHALL BE CONDUCTED IN ACCORDANCE WITH THE LATEST EDITION OF ASTM F 1869 "STANDARD TEST METHOD" FOR MEASURING VAPOR EMISSIONS RATE OF CONCRETE SUN -FLOOR USING ANHYDROUS CALCIUM CHLORIDE. PROVIDE A WRITTEN REPORT OF FINDINGS TO THE ARCHITECT AS NOTED ABOVE. B. PROVIDE A PH PENCIL TEST AT ALL FLOORS WITHIN SCOPE OF WORK. PROVIDE A WRITTEN REPORT OF FINDINGS TO THE ARCHITECT AS NOTED ABOVE. IF REQUIRED BY THE CALCIUM CHLORIDE TEST, A WATERPROOF MEMBRANE SHALL BE APPLIED TO ALL FLOORS WITHIN THE SCOPE OF WORK. THE WATERPROOF MEMBRANE(S) SHALL BE APPROPRIATED FOR EACH FINISH FLOORING APPLICATION AS SPECIFIED BY THE SPECIFIC FLOORING MANUFACTURER VIA THE ARCHITECT. A LICENSED INSTALLER SHALL BE UTILIZED FOR INSTALLATION /APPLICATION OF EACH SPECIFIC MEMBRANE (AS APPLICABLE TO THE FINISH FLOORING PRODUCT) AND A WRITTEN WARRANTY SHALL BE PROVIDED DOCUMENTING STRICT CONFORMANCE TO THE SPECIFIED MANUFACTURES INSTALLATION REQUIREMENTS TO ENSURE AND UPHOLD ALL PERFORMANCE AND LIFE CYCLE GUARANTEES. 33. CONCRETE SLAB ON GRADE REPAIR - MINOR SCOPE (100 SQUARE FEET OR LESS) WHERE CONCRETE SLAB ON GRADE INFILL AND TRENCHING MUST OCCUR; CONDUCT THE APPROPRIATE UNDER SLAB INVESTIGATION (VIA SONO -GRAPH AND /OR X -RAY) TO LOCATE EXISTING UTILITIES OR OTHER OBSTRUCTIONS THAT SHOULD NOT BE DAMAGED. SAW CUT SLAB AT SUBJECT AREA(S) AND PULL BACK THE EXISTING VAPOR BARRIER (IF PRESENT) AND PROTECT FOR FUTURE RE- INSTALLATION. EXECUTE THE NECESSARY UNDER SLAB WORK (INCLUDING EXCAVATION), BACKFILL AND RE- COMPACT THE SUBJECT AREA WITH THE PREVIOUSLY HELD MATERIALS (IF THE EXCAVATED MATERIALS ARE NOT SUITABLE FOR RE- INSTALLATION, DISCARD AND PROVIDE NEW FREE DRAINING GRANULAR MATERIAL). RE- COMPACT FILL SOIL TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY (MDD) OBTAINED IN GENERAL ACCORDANCE WITH THE 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 COMPRESSIVE STRENGTH OF 3000 PSI WITH A MAXIMUM WATER CEMENT RATION OF 0.58 AND IS TO BE PLACED LEVEL WITH ADJACENT SURFACES. LET CURE AND PROVIDE MOISTURE TESTING AS SPECIFIED ABOVE. IF SCOPE OF WORK INCLUDES STRUCTURAL ELEVATED SLABS CONSULT A STRUCTURAL ENGINEER. REFER TO STRUCTURAL PLANS, IF APPLICABLE, FOR ADDITIONAL SPECIFICATIONS AND REQUIREMENTS. 34. CLEAN, REPAIR ANY EXISTING PERIMETER BLINDS AS REQUIRED TO BE IN A FULLY FUNCTIONING & OPERATIONAL MANNER. 35. COORDINATE WITH SUB - 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. Symbol Legend: 1 2306 1 2306 ) ROOM NUMBER REFERENCE DOOR NUMBER REFERENCE. / s \ REVISION REFERENCE INTERIOR ELEVATION SYMBOL DETAIL REFERENCE BUBBLE JOB NORTH © REFERENCE KEY (REFER TO SHEET /KEY NOTES) 3. Demolition Notes: 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. 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 BY BUILDING MANAGEMENT, ALL DOORS, FRAMES, HARDWARE, MECHANICAL ITEMS, PLUMBING FIXTURES, LIGHT FIXTURES (INCLUDING DOWNLIGHTS AND FLUORESCENTS), AND SPECIAL EQUIPMENT SHOWN TO BE REMOVED, SHALL BE CLEAN AND FREE OF DEFECTS, PROTECTED, SAVED AND REUSED AS DIRECTED HEREIN, OR RETURNED TO BUILDING STOCK. 8. IN PARTITIONS TO BE REMOVED, REMOVE AND CAP ALL OUTLETS, SWITCHES, WIRES, THERMOSTATS, ETC., TO THEIR SOURCE. 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 THE CONTRACT DRAWINGS. 14. RATED WALLS SHALL NOT BE PENETRATED UNLESS THE RATING IS MAINTAINED. Electrical Notes: FURNISH AND INSTALL ALL FIXTURES, ASSOCIATED TRIM AND FIXTURE LAMPS AS REQUIRED. ONLY NEW OUTLETS /FIXTURES ARE SHOWN. ALL EXISTING OUTLETS UNAFFECTED BY CONSTRUCTION ARE TO REMAIN AND ARE TO BE INTEGRATED INTO THE CURRENT SCHEME WHERE POSSIBLE. 2. SURVEY FIELD CONDITIONS AND VERIFY THAT WORK IS FEASIBLE AS SHOWN. VERIFY LOCATION OF ALL OUTLETS IN RELATION TO STRUCTURAL AND OTHER ELEMENTS AS REQUIRED. NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH WORK. 3. ARCHITECTURAL DRAWINGS DETERMINE LOCATION AND TYPE (ARCHITECT TO VERIFY W/ ENGINEER) OF ALL OUTLETS AND TAKE PRECEDENCE OVER ALL OTHERS, U.N.0.. ELECTRICAL ENGINEER'S POWER PLAN SHALL GOVERN THE WIRING LAYOUT AND INSTALLATION IN COMPLIANCE WITH ALL LAWS APPLICABLE AND ENFORCED BY GOVERNING AUTHORITIES. 4. OUTLETS SHOWN BACK TO BACK ON PARTITION WALLS SHALL BE OFFSET 1' -0 ", MAXIMUM, OR MOUNTED AT DIFFERENT HEIGHTS IF INDICATED. 5. FURNITURE, IF SHOWN, IS FOR REFERENCE ONLY AND IS NOT IN CONTRACT, U.N.O. 6. COORDINATE ALL WORK RELATED TO EQUIPMENT WITH MANUFACTURER'S RECOMMENDATIONS, SPECIFICATIONS AND INSTRUCTIONS. 7. ALL EXISTING AND NEW FLOOR SLAB PENETRATIONS FOR CONDUIT OR PLUMBING 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.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: 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) Dimension Notes: DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS GOVERN. ALL PARTITION LOCATIONS SHALL BE AS SHOWN ON PARTITION PLAN. IN CASE OF CONFLICT NOTIFY ARCHITECT. PARTITION PLAN BY ARCHITECT TAKES PRECEDENCE OVER ALL OTHER PLANS. 2. ALL PARTITIONS ARE DIMENSIONED FROM FINISH FACE OF GYPSUM BOARD TO FINISH FACE OF GYPSUM BOARD UNLESS OTHERWISE NOTED. ALL DIMENSIONS MARKED "CLEAR" OR "CLR" SHALL BE MAINTAINED AND SHALL ALLOW FOR THICKNESSES OF ALL WALL FINISHES, U.N.O. 3. DIMENSIONS NOTED "CLEAR" OR "CLR" MUST BE ACCURATELY MAINTAINED, AND SHALL NOT VARY MORE THAN ± 1/8" WITHOUT WRITTEN INSTRUCTION FROM ARCHITECT. 4. DIMENSIONS MARKED ± MEAN A TOLERANCE NOT GREATER NOR SMALLER THAN 2 INCHES FROM INDICATED DIMENSION, U.N.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 PARTITIDN LAYOUT, NOTIFY ARCHITECT. VERIFICATION OF THE LAYOUT TO BE PROVIDED BY THE ARCHITECT PRIOR TO PARTITION INSTALLATION. 6. REFER TO REFLECTED CEILING PLANS FOR SOFFITS, CEILING HEIGHTS AND PLENUM BARRIER LOCATIONS. 7. DIMENSIONS LOCATING DOORS ARE TO THE INSIDE EDGE OF JAMB. U.N.O. 8. "ALIGN" MEANS TO ACCURATELY LOCATE FINISHED FACES IN THE SAME PLANE. 9. ALL DOORS SHALL HAVE 1' -6" CLR. ON STRIKE /PULL SIDE OF DOOR. VERIFY AND ADVISE ARCHITECT OF EXCEPTIONS PRIOR TO CLOSING OUT PARTITIONS. JUL tj zow Door Notes: 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 1" 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. 3. 11. 16. Reflected Ceiling Notes: COORDINATE THE WORK OF ALL TRADES INVOLVED IN THE CEILING WORK TO ENSURE CLEARANCES FOR FIXTURES, DUCTS, PIPING, CEILING SUSPENSION SYSTEM, ETC., NECESSARY TO MAINTAIN THE FINISHED CEILING HEIGHTS INDICATED ON ARCHITECT'S DRAWINGS. 2. PERIMETER CEILING ANGLE, WHERE OCCURS, SHALL BE INSTALLED TIGHT TO VERTICAL SURFACES, FREE FROM CURVES, BREAKS OR OTHER IRREGULARITIES AND PAINTED TO MATCH CEILING FINISH. 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. 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. 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). 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. 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: 2. 3. 4. 5. ALL AREAS TO RECEIVE CARPET AND BASE AS SCHEDULED U.N.O. ALL AREAS TO RECEIVE RB -1 U.N.O. ALL WALLS Sc PARTITIONS TO RECEIVE P -1 U.N.O. 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. 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 SPREAD RATING 0 TO 25, SMOKE DEVELOPED 200. ALL INTERIOR WALL AND CEILING FINISHES AND TRIM OF NON- PUBLIC AREAS TO COMPLY WITH CLASS 2 MATERIAL CLASSIFICATION; FLAME SPREAD RATING 26 TO 75, SMOKE DEVELOPED 450. 10. FLOOR COVERINGS OF PUBLIC AREAS TO MEET CLASS A INTERIOR FLOOR FINISH REQUIREMENTS; CRITICAL RADIANT FLUX OF 0.45 WATTS PER SQUARE CENTIMETER OR HIGHER, FLOOR COVERINGS OF NON- PUBLIC AREAS TO MEET CLASS B INTERIOR FLOOR FINISH REQUIREMENTS; CRITICAL RADIANT FLUX BETWEEN 0.22 WATTS PER SQUARE CENTIMETER AND 0.44 WATTS PER SQUARE CENTIMETER. 11. CARPET INSTALLATION TO MEET THE GUIDELINES OF THE CARPET AND RUG 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 EXPOSED REVEAL SURFACES AND EDGES TO HAVE SAME PLASTIC LAMINATE FINISH AS THE CASEWORK ITEM THEY ABOUT. SOS - 36o RECEIVED CITY OF TUKWILA JUL 0 3 Z008 PERMIT CENTER JPC ARCHITECTS 601 108th Ave NE . - Suite 2250 Bellevue, WA 98004 1201 Western Ave - Suite 450 Seattle, WA 98101 tel [4251 641 - 9200, fax [4251637-8200 Andover Park Nast Restroom and Corridor Improvements Floor 3 Design Team Design Drawn Checked Date JPC Project No. SLG SLG, MYA 05/27/08 08 -100 -0099 Revisions No. Date Description 07/02/08 PERMIT ISSUE Registration 6283 REGISTERED ARCHITECT CHARLOTTE PATTERSON STATE OF WASHINGTON Keyplan Sheet Title General Notes & Symbols Sheet No. I -0.1 © 2008, JPC Architects, PLLC E 6/23/2008 11:12 AM Pen Table: OCE9600.CTB Author: SUSAN GRIFFIN IIIII JPC ARCHITECTS 601108th Bellevue, 1201 Seattle, tel Ave NE, - Suite 2250 WA 98004 Western Ave - Suite 450 WA 98101 L4251641-9200, fax [425] 637 -8200 1 1 1 � ���_�� __1 1 1 1111111 1 1 1 1 1 _ _ ' 1 I ' IIIIIIIN ��-- - A •■ ,_ r — Andover Park East Restroom and Corridor Improvements Floor 3 Design Team Design SLG - - ^ ` • / 1 1 J 1 I 1 I • . 1 II ' 1 r,1 —. SCOPE OF WORK r � I ' ' Drawn SLG, MYA Checked P �. � EXIT Date 05/27/08 JPC Project No. 08 -100 -0099 1 1 1 i Revisions No. Date Description 1 l ! 1 I ! 1 1 L J 07/02/08 PERMIT ISSUE e =IMI =111111M11111 I I I TOTAL I . M EXIT ACCESS TRAVE DISTANCE MIMIMIMIMI i�1MI MIMIIIIIIMII=IMI =I�IMI — ll 1 X11 l J 1 - _ 1 `'.:......._ ;n. "' * r — COMMON EGRESS PATH OF TRAVEL IS 18' -9" 1 - Is i r Registration 1 1 1 1 �������.�����...�.�o������� r � TOTAL EXIT ACCESS TRAVEL DISTANCE IS 69' -6" 1 3 REGISTERED ARCHITECT STATE OF WASHINGTON Keyplan ' -� 1 1 • • . �... •.i 1 REVIEWED FOR e -' CODE COMPLIANCE APPROVeD JUL 14 21m8 City Of Tukviiiia ' MIL ►_► �_� i i —iii_ =i �► �`� 1 i` i i • owe i• . s �;,,,,,,,,,,,,,,, l r• wo: , roir . tr'N a Exit Plan ,, : ,,,,,,,, Sheet Title Scale: 1 /8 „=1' -0,, 10 4 A 0 ` RECEIVED CITY OF TUKVVILA JUL 0 3 2008 PERMIT CENTER Exit Plan & Cod e Summary Sheet No. Code Notes: General Notes: Legend: 1. 9,053 USF (TOTAL FLOOR) OFFICE SPACE /100 SF PER OCCUPANT = 91 TOTAL OCCUPANTS ON FIRST FLOOR: 91/2 = 46 PER EXIT. 2. EGRESS EXIT WIDTH: PER IBC SECTION 1005.1: 46 X 0.2 = 9.2 MINIMUM EKIT WIDTH. ACTUAL PROVIDED: (1) 36" DOOR AT EAST AND SOUTH SIDE. 1. 91 TOTAL OCCUPANTS ON FIRST FLOOR (BASED ON 9,053 SQ.FT. FOR TOTAL FLOOR /100 SF PER OCCUPANT) – ASSUME 46 MALE AND 46 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. (4) LAVATORIES HAVE BEEN PROVIDED. 4. DRINKING FOUNTAIN – 1 PER 100. (1) IS REQUIRED. (1) DRINKING FOUNTAIN (ADA) HAS BEEN PROVIDED. _- "COMMON PATH OF EGRESS TRAVEL” IS LESS THAN 75' -0" FOR NON SPRINKLERED BUILDINGS AS ALLOWED PER 2006 IBC 1014.3. • _ "TOTAL EXIT ACCESS TRAVEL DISTANCE" IS LESS THAN 200' -0" FOR NON SPRINKLERED BUILDINGS AS ALLOWED. D .. 3 („, 0 -CS -3 © 2008, JPC Architects, PLLC E 6/23/2008 11:12 AM Pen Table: OCE9600.CTB Author: SUSAN GRIFFIN E 1 1 1/ 1 j 1 1 - - - // JPC ARCHITECTS 601 108th Ave NE Suite 2250 Bellevue, WA 98004 1201 Western Ave -Suite 450 Seattle, WA 98101 tel [425] 641 -9200, fax [425] 637 -8200 Andover Park East m Restroo and Corridor Improvements Floor 3 Design Team Design SLG SUITE 300 - 1 r • r 1 1 I I _ . o SUITE 301 — 1 DN > I _ SCOPE OF WORK i ELEV. LOBBY OPEN TO BELOW SCOPE OF WORK = ' 1 300 I 1 r I I = = a Q ELEV. o CORRIDOR I I 0 1 301 I - .� � �_ 0 ALIGN 1 L =- 1 --'\ \ 1 J _ - -_ L__ _ / MEN �.__ _ ____ :N . 1---- _ – I 1 302 ) O I ELEC. DATA o u � ----' u j MIN +4• N A 1 `11 I I 1 I _ 0 ii � � L —7 G e `=/ 40d. i ; +44 it I N / I 1 � V i T CORRIDOR WOMEN _ 305 0 - T� l O 1 303 2 1 L I ' TYP. ' ___ ____ __ __ _ NOD, __ __ __ DN UP Drawn SLG, MYA Checked ELEV. -- OFFICE 3041 a Date 05/27/08 — 1 8.1 1 JPC Project No. 08 -100 -0099 X11=1 1 1 1 Mod Mir i i 1 1 i i Revisions No. Date Descriptlon Demolition Plan 0 Floor Plan 07/02/08 PERMIT ISSUE Scale: 1/8"=V Scale: 1 /8 " =1' -0" Registration Demolition Plan Key Notes: Floor Plan Key Notes: Symbols Legend: 1 EXISTING FINISH FLOORING AND BASE TO BE REMOVED; PATCH AND REPAIR AFFECTED SUBSTRATE AS RQD. FOR INSTALLATION OF NEW FLOORING AND BASE MATERIALS. O LOCATION OF NEW DRINKING FOUNTAIN. CUT -IN © PARTITION PER SPECIFICATION, SEE SHT. 1 -8.1. 1 EXISTING ELECTRICAL OUTLETS TO REMAIN AT CORRIDOR. O FULL HEIGHT X 3' WIDE WOOD DOOR WITH WOOD FRAME TO MATCH 02 TYPICAL CORRIDOR DOORS; BUILDING STANDARD HARDWARE WITH LATCHSEf AND CLOSER. FULL HEIGHT X 3' WIDE WOOD DOOR WITH WOOD FRAME TO MATCH 03 TYPICAL CORRIDOR DOORS; BUILDING STANDARD HARDWARE WITH LOCKSET. Fo . BUILDING STANDARD FIRE EXTINGUISHER CABINET (OR SPEC) DUPLEX RECEPTACLE DEDICATED DUPLEX RECEPTACLE GFI DUPLEX RECEPTACLE ?I• FOURPLEX RECEPTACLE DEDICATED FOURPLEX RECEPTACLE -® SPECIAL RECEPTACLE O CORE DRILL Q J -BOX FOR TENANT PROVIDED SYSTEMS FURNITURE. POWER POLE Q VOICE /DATA RECEPTACLE. CONTRACTOR TO PROVIDE MUD RING AND PULL STRING WALL TAG NO DESIGNATION = NEW & /OR RELOCATED (COORDINATE RELOCATED ITEMS W /ARCHITECT) D = DEMOLISH L EWED FOR COMPLIANCE APPROVED JUL 1 2006 6283 REGISTERED ARCHITECT CHARLOTTE PATTERSON STATE OF WASHINGTON Keyplan I I I 1►� 111111011 I i V' ; '% %I -�. ,�I � /: / � �i� �iiiioo I �; r7f mate /iii J ' ( fl% Sheet Title Demolition & Floor Plans Sheet No. 1_3 © 2008, JPC Architects, PLLC Of Tukwila IN DIVISION .. _ Partition Legend: _ EXISTING PARTITION /CONSTRUCTION TO BE DEMOLISHED „ lm p, C -- EXISTING PARTITION /CONSTRUCTION TO REMAIN FULL HEIGHT 1 HR. FIRE RATED PARTITION TO STRUCTURE. REFER TO DETAIL 4/1 -9.1 JUL 0 7 2009 FULL HEIGHT PARTITION TO STRUCTURE. REFER TO DETAIL 11/1-9.1 RECEIVED CITY OF TUKWILA JUL ti)0 0 3 2008 8..., 3 40 P ERMIT CENTER E SCOPE OF WORK J ii /// // / %/ / // W/ ��/ // // / / /// P. // / /N Demolition Reflected Ceiling Plan ALLOWABLE WATTAGE PER SF TYPE F -1, F -1E F -2 F -3 F -4 F SCOPE OF WORK a WATTS/ FIXTURE Lighting Power Budget WATTS PER SF TOTAL ALLOWED WATTS TOTAL WATTS /N Reflected Ceiling Plan JPC ARCHITECTS 601 108th Ave NE, - Suite 2250 Bellevue, WA 98004 1201 Western Ave - Suite 450 Seattle, WA 98101 tel [425] 641 -9200, fax [4251637 -8200 Restroom and Corridor Improvements Floor 3 Design Team Design Drawn Checked Date JPC Project No. SLG SLG, MYA 05/27/08 08 -100 -0099 Revisions No. Date Description 07/02/08 PERMIT ISSUE U Z Q • FL CO 0 C Demolition Reflected Ceiling Key Notes: POCHE INDICATES EXTENT OF EXISTING SUSPENDED CEILING INCLUDING GRID, ACOUSTICAL TILE AND ASSOCIATED SUPPORT /RESTRAINT SYSTEMS TO BE DEMOLISHED. PREPARE AFFECTED AREA(S) AS REQUIRED FOR SCOPE OF NEW WORK. REFER TO REFLECTED CEILING PLAN FOR ADDITIONAL INFORMATION. PROTECT EXISTING SOFFIT, PATCH AND REPAIR AFFECTED AREAS AS REQUIRED FOR PAINT APPLICATION. Reflected Ceiling Key Notes: MODIFY EXISTING ELECTRICAL, MECHANICAL AND LIFE SAFETY SYSTEMS AS REQUIRED BY SCOPE OF NEW WORK, INCLUDING, BUT NOT LIMITED TO CIRCUITING, SWITCHING, DUCTING (SUPPLIES /RETURNS), BALANCING AND /OR HORN /STROBE RELOCATION. INSTALL NEW B/S HEAVY —DUTY GRID AND TILE WHERE SHOWN. ILLUMINATED EXIT LIGHTING. ALL EXIT LIGHTS AND EGRESS LIGHTING LOCATIONS SHALL BE LOCATED BY BUILDING AND FIRE INSPECTOR'S FIELD PLACEMENT DETERMINATION. PROVIDE NEW GWB CEILING AT 8'-11". Symbols Legend TYPE SYMBOL F -1 F -2 F -3 F -4 • JUL 0 7' Z009 MFG. LITHONIA ARMSTRONG FOCAL POINT FOCAL POINT LIGHTOLIER LIGHTOLIER EUREKA D08-3‘0 SWITCH B/S THERMOPLASTIC EXIT LIGHT EXISTING EMERGENCY LIGHT NEW BLDG STD 2x4 SUSP. CEILING GRID & TILE, FINE FISSURED SECOND LOOK II, ALIGNED TEGULAR LUNA 2'X4', 3T8 LAMPS DESCRIPTION LUNA 2'X4', 3T8 LAMPS, 24 HOUR EMERGENCY FIXTURE CALCULITE 8021, 6" APERTURE TRIPLE TUBE VERTICAL LAMP, 26W CALCULITE 8021WW, 6" APERTURE TRIPLE TUBE VERTICAL LAMP W/ WALL WASH REFLECTOR TRIM, 26W 4035— SC —WMQ —FRO LIGHT SOURCE: F G24Q1 4P DTT 13W RECEIVED CITY OF TUKW1LA JUL 0 3 2000 PERMIT CENTER NO DESIGNATION = NEW & /OR RELOCATED (COORDINATE RELOCATED ITEMS W /ARCHITECT) D = DEMOLISH Registration 6283 REGISTERED ARCHITECT CHARLOTTE PATTERSON STATE OF WASHINGTON Keyplan IMMO vim! I •r,r 1 ii I r r P7 A _16._ Ari= I i Sheet Title Demolition Reflected Ceiling Plan & Reflected Ceiling Plan Sheet No. 1-4.3 © 2008, JPC Architects, PLLC Scale: 1/2"=1 '—O" Fixture Specifications: Co 0 co Enlarged Floor Plan 3 O GENERAL PARTITIONS PLAM TOILET PARTITIONS • KOHLER K-2196-1K PENNINGTON SELF — RIMMING UNDERCOUNTER LAVATORY, SINGLE HOLE FAUCET DRILLING, RT.HAND SOAP DISPENSER, COLOR: WHITE OO KOHLER K- 5016 —ET DEXTER ELONGATED URINAL W /TOP SPUD ® KOHLER K -10957 1.6 GPF /6.0 LPF TOUCHLESS DC TOILET FLUSHOMETER ® KOHLER K -10958 0.5 GPF /1.9 LPF TOUCHLESS DC WASHOUT URINAL FLUSHOMETER ® KOHLER K- 4368 —L HIGHCLIFF ELONGATED TOILET BOWL W /TOP SPUD • BOBRICK B -2840 SURFACE — MOUNTED TOILET TISSUE DISPENSER AND UTILITY SHELF ® BOBRICK B -38034 RECESSED PAPER TOWEL DISPENSER AND WASTE RECEPTACLE Q9 BOBRICK B -3013 RECESSED SEAT COVER DISPENSER 10 BOBRICK B -6827 SURFACE MOUNTED HAT AND COAT HOOK I BOBRICK B -2800 SURFACE MOUNTED SANITARY NAPKIN /TAMPON VENDOR 12 BOBRICK B -254 SURFACE MOUNTED SANITARY NAPKIN DISPOSAL 13 BOBRICK B -165 METAL EDGE MIRROR— 3' -0 "H x 54 "W, VIF 14 KOHLER K- 10953 -4 TOUCHLESS AC— POWERED ELECTRONIC GOOSENECK FAUCET & K -10982 POWER SUPPLY 15 KOHLER K- 1895 —C SOAP DISPENSER 16 REPLACEMENT DRINKING FOUNTIAN: ELKAY EDFB12C RECESSED WALL MOUNT DRINKING FOUNTAIN, ADA ACCESSIBLE FOR PARALLEL APPROACH PER ANSI /NSF61. MOUNT RIM HEIGHT AT 34" AND SPOUT HEIGHT AT 36" MAXIMUM FROM FINISHED FLOOR. ROUGH OPENING TO BE 17" WIDE X 29 -1/2" HIGH X 10- 11/16" DEEP. 17 BOBRICK B -5837 GRAB BAR 1 -1/4" DIA, 36 "WX54 "D; SATIN FINISH 6" MAX. 18" Restroom Elevation Scale: 3/8 " =1' -0" Restroom Elevation 36" MIN. O O Scale: 3/8 " =1' -0" O M C a 52" MIN. Restroom Fixtures Mounting Heights 12" MAX. 0 0 Scale: 3/8 " =1' -0" Restroom Elevation Restroom Elevation Scale: 3/8 " =1' -0" 4' -6" m©4 > N TOWEL DISP /WASTE FEM. NAPKIN DISPENSER SINK URINAL JUL 0 7' 20Q0 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 1 4 2008 City of Tukwila ILDLN QI SI ')N t08- 34'o FINISHED FLOOR OE TOILET PAPER DISPENSER O FEM. NAPKIN DISPOSAL 0 SEAT COVER DISPENSER O TOILET O GRAB BAR RECEIVED CITY OF TUKWILA JUL 0 3 2008 PERMIT CENTER JPC ARCHITECTS 601 108th Ave NE ,- Suite 2250 Bellevue, WA 98004 1201 Western Ave - Suite 450 Seattle, WA 98101 tel [425] 641 -9200, fax [425] 637 -8200 Andover Park East Restroom and Corridor Improvements Floor 3 Design Team Design Drawn Checked Date JPC Project No. SLG SLG, MYA 05/27/08 08- 100 -0099 Revisions No. Date Description 07/02/08 PERMIT ISSUE Registration 6283 REGISTERED ARCHITECT CHARLOTTE PATTERSON STATE OF WASHINGTON Keyplan err -f► * min %�►� yi, ',',:i:;ii4 Sheet Title Enlarged Floor Plan & Elevations Sheet No. I -8.1 © 2008, JPC Architects, PLLC WALL TYPE WALL HT. STUD SIZE STUD GAUGE STUD SPACING WALL THICKNESS INSULATION FIRE RATING/ UL DESIGN NO. COMMENTS WALL CEILING B 11 -10" 3 5/8" 20 GAUGE 24" 0.0. 4 7/8" - — UL# U419 - 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 COMPOSITE DESIGN FOR STEEL STUD PARTITIONS 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" 21' -11" Drywall Studs Limiting Heights Not Used Scale: NTS NOTES: - ASSUMED ALLOWABLE DEFLECTION = L/240 - PROVIDE STUD BRIDGING AS REQUIRED BY GOVERNING CODES AND REGULATIONS Typical Mounting Heights SCHEDULED DOOR (OPEN OR CLOSED) WALL -MTD. TELEPHONE OUTLET " " ELEC. OUTLET TEL. 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. 2 -3/4" VERIFY W/ HARDWARE SCHEDULE LIGHT SWITCH DOTTED IN E INDICATES OCATION OF LARGER LATE FOR GANGED \ SWITCHES \ N NOTE: HEIGHTS ARE AS NOTED UNLESS DIRECTED BY B/S TO BE DIFFERENT Not Used Not Used 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 Not Used Ceiling Bracing Diagram Scale: NTS MAIN RUNNER, HEAVY DUTY EXISTING DECK DESIGNED DEFLECTION (INNER) HEAD TRACK SECURE STUDS TO LEG OF HEAD TRACK Scale: 3 " =1' -0" NOTE NO. 2 3 TURN IN. 441 e WITHI► 3" TYP. > 14.- NOTE NO. 1 I 45 1vIAX.TYP CROSS 'T' 2" MAX TYP \ I CONTINUOUS PLATE MADE TO SPAN (2) RIBS OF DECK FILL VOID WITH ACOUSTICAL SEALANT BOTH SIDES (OUTER) DEFLECTION TRACK SPECIFIED PARTITION Full Height Partition to Structure Detail NOTE NO. 1 RUNNER ENDS AT OPPOSITE WALLS TO FLOAT FREE ON PERIMETER ANGLE. PROVIDE 3/4" CLEARANCE BETWEEN ENDS OF GRID & WALL. POP RIVET CROSS TEE TO MAIN RUNNER *SB =SOUND ATTENUATION BATTS 1 Hr. Rated Full Ht. Partition Scale: 3 " =1' -0" MAIN RUNNER MATCH GRID WIDTH g Ceiling Expansion Joint Scale: 6 " =1' -0" EXISTING STRUCTURE FR GYPSUM COMPOUND OR FIRE CAULK JUL 07'200! "FIRETRAK" DEFLECTION TRACK INSULATION AS NOTED BELOW ONE LAYER 5/8" GWB EACH SIDE OF WALL INSULATION TO EXTEND 2' -0" BEYOND EACH SIDE OF WALL AS NOTED BELOW CEILING AS SPECIFIED CONT. MTL. RUNNER MECHANICALLY FASTENED TO SUBFLOOR. SPACING AND EMBED DEPTH PER GOVERNING CODE & REGULATIONS. SPECIFIED BASE ACOUSTICAL SEALANT BOTH SIDES FINISHED FLOOR 1/8" FOAM TAPE NOTE: COORDINATE JOINT LOCATION WITH ARCHITECT PRIOR TO GRID INSTALL, EXPANSION JOINT IS REQUIRED FOR CEILINGS 2,500 SQ. OR GREATER. • REVIEWED FI OP CODE CDMPLI A14.{f L APPROV JUL City Of Tibitta BUILDINGL , 1)06-3v) FR =FIRE RESISTIVE 1434 WALL ANGLE (TYP.) - FINISH TO MATCH GRID CROSS TEE ACOUSTICAL TILE CEILING POP RIVET CROSS TEES TO WALL ANGLE RECEIVED CITY OF TUKWILA JUL 0 31U08 PERMIT CENTER JPC ARCHITECTS Andover Park East Restroom and Corridor Improvements Floor 3 Design Team Design Drawn Checked Date JPC Project No. SLG SLG, MYA 05/27/08 08 -100 -0099 Revisions No. Date Description 601 108th Ave NE Suite 2250 Bellevue, WA 98004 1201 Western Ave - Suite 450 Seattle, WA 98101 tel [425] 641 -9200, fax [425] 637 -8200 07/02/08 PERMIT ISSUE Registration 6283 REGISTERED ARCHITECT CHARLOTTE PATTERSON STATE OF WASHINGTON Keyplan Sheet Title Construction Details Sheet No. I -9.1 © 2008, JPC Architects, PLLC