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HomeMy WebLinkAboutPermit D01-029 - BOGART GOLF - RESTROOM AND WALLDO1-029 Bogart Golf 200 Andover Pk E City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, It'as /iin 7ton 9813,? WARNING: IF CONSTRUCTION FEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 022310 -0099 Address: 200 ANDOVER PK E Suite No: Location: Category: ACOM Type: DEVPERM Zoning: TUC Const Type: Gas /Elec.: Units: 001 Setbacks: North: Water: N/A Wetlands: Contractor License No: SGACO * *084BS Permit Center Authorized Signature Signature: i_ .0 South: .0 Sewer: N/A Slopes: N DEVELOPMENT PERMIT Print Name: .1-L1 =4-g. /, .0_12120122.L. Permit No: Status: Issued: Expires: (206) 431-3670 D01 -029 ISSUED 02/28/2001 08/27/2001 Occupancy: UBC: 1997 Fire Protection: SPRINKLERS East: .0 West: .0 OCCUPANT BOGART GOLF Phone: 200 ANDOVER PK E #5, TUKWILA WA 98101 OWNER TRI -LAND CORPORATION 1325 4TH AVE SUITE #1940, SEATTLE WA 98101 CONTACT GREG PEREICH Phone: 206 - 624 -3210 603 STEWART ST # 707, SEATTLE WA 98101 CONTRACTOR SGA CORPORATION Phone: 206 778 -2191 6414 204TH STREET S.W. #200, LYNNWOOD, WA 98036 *************************k*************************** * * * * * * * * * * * * * * * * * ** * * * * * * * * * * ** Permit Description: ADDITION OF ONE REST ROOM AND DEMIZING WALL. ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * **A Construction Valuation: 4 12,000.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No: Flood Control Zone: N Hauling: N Start Time: Land Altering: N Cut: Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: N Public: N Storm Drainage: N Street Use: N Water Main Extension: N Private: N Public: N ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 349\76 **** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** -- *********,!**** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Streams: Size(in): .00 End Time: Fill: Date I hereby certify that I have re .• and examin d this permit and know the same to be true and correct. All provisions of 1 w 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 state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development ermit. Date: 2 _/,Qz 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. 1444_ z 1 w w O 0 � w • u w u_Q F- O w ~ • w U O 52 • H w u l u. 3 w z U O T,11 OF lUI'ldlea Address : 200 ANDOVER Pr E Pt?cmit 1-02.) Suite: fenant: aeaeue: 1SSOED Type: DEVPEPM Apolied: 02/06/2.001 Parcel #: 022310-0099 lesued: 02/28/ 4•*****************444*frkfrfriArk 4 A #, 4.4 AA 4 6 Lk ArtA 4.44-4 4-frA4. Afr A 44 4. 4 6 6 AA Permit Conditions: 1. No changes will be made to the plans unleee approved by the Enalneer and the Tukwila Building Division. 2. Partition walls attached to ceiling grid muet t' laterally braced if over eight (8) feet in length. 3. All construction to be done in conformaciee with app!ove0 Dlans and requirements of the Uniform Buildino Code 199/ Edition) as amended, Uniform Mechanical Code (1997 Edition). and Washington Stale Energy Code (1997 Edition). 4. Plumbing permits shall be obtained theough the SeaLtle-eioo County Department of Public Health. Plumbin! will be inspected by that agency. Including all gae pipina (296-4722). 5. Validity of Permit. The issuance of a oermit or epproval of plans, specifications. and comput•tiorra shall not strued to be a permit tor. or an approval of, any violation of any of the provisions of the huildino code or of any other ordinance of the jurisdiction. No permit oresuminq to give authority to violate or cancel the provi:one of this code shall be valid. 6. All mechanical work shall be under separate permit i:eaued by the City of Tukwila. 7. All permits. inspection records, and approved plans ehali be available at the job site prior to the start or any con struction. These document to be maintained and avail- able until final inspection approval is granted. 8. " DEPARTMENT CONDITIONS.'" 9. The attached set of plans have been reviewed by lhe Prevention Bureau and are acceptable with the following concerns: 10. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinquisherts) should be of the "All Purpose" (2A. 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or' lese. (NFPA 10. 3-1.1) 11. Portable fire extinguishers shall coe securely inetalled oo the hanger or' in the bracket supplied, placed in cabin or wall recesses. The hanger or bracket h3 11 be secorelv and properly anchored to the mountiny surface in 3ccoydance with the manufacturer's instructions. The exeinouiaher shall be installed so that the top of the extinquihev is not more than 5 feet above the floor and the clearance between the bottom of the eAtinguisher and the floor shill not be less than 4 inches. 12. Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view. they snail be identified with a sign stating. "Fire Eatinguieher". with an arrow pointing to the unit. iNFTA 10. (UFC Standard 10-1) 13. Clear access to fire extinguishers is reouired A all times. They may not be hidden or obstructed. (NFPA 10. 1-6.5) 14. Fire extinguishers require monthly and yearly inspeetions. They must have a tag or label securely attached that indicates the month and year that the inspettion was Performed and shall identify the company or person performing the service. (NFPA 10. 43. 4-4 and 4-4.3) Every six years. dry chemical and halon type fire extinguishers shall be emptied and subiected te the applicable recharge procedures. (NFPA 10, 4• if the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not complete. a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4-3. 4-4) t5. Maintain fire extinguisher coverage throughout. 16. No point in an unsprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UDC 1004.2.5.2,1) 17 . No P0 i rt in A sprinklered building may be more than 250t'il feet frldm an exit. measured along the path of teavel. (UBC 18. Exit .3wiry in the direction of exit travel when serving anyhazardous area or when serving an occupant load of SO or mtiPe'.' - (Uac 1003.3.1.5) 19. Exit'doors shali be openable from the inside without the use of a key or' any special knowledge or effort. Eilt doors shall not be locked, chained. bolted. barred. latched or otherwise/reodered unusable. All locking devices shall be of an ap6roveo type. (UFC 1207.3) 20. Dead bolts are not allowed on auxiliary exit doors onipss the dead bolt is automatically retricted when the door handle is engaged from inside the tenant space. (UFC 1207.3) 21. When two or more from a stury are required. signs shall be ..i.frstalled at the required exits and where otherwise necessary to clearly indicate the direction of egress. (UBC 1003.2.8.2) 22. When two or more exits from a story are required and when two or more exits from a room or an area are required, exit, signs shall be illuminated. tUBC 1003.2.8.4) 23. Internally illuminated exit eigns shall have both bulbs working at all times. (UBC 1003.2.8.4) 24. Exits shall be illuminaeed any time the building is occupied witlylight having an intensity of not less than 1 foot candle fat floor level. Fixtures required for exit illumination shall be supplied from separate source f power for Group 1. Division 1.1 and 1.2 occupancies and for all other occupane i es where t exielng system serve-1 an occupant load of 100 or more. (UBC 1003.2.9, 1003.2,9.2) 2 The power supply for means of eoress illumination shall normally be provided by the premises' electrical eupple. In the event of it's failure. illumination snall be automatically provided from an emergency system for Group I. Divisions 1.1. ano 1.2 occupanciee and for all other occupancies where the means of eoress system eerves an occupant load of 100 or more. Such emeegency systeme .1thal! • • - be installed in accordance with the electrieaLepde. (ue,r, 1003.9.2) 26. A11 exit signs shal, be illuminated at all imes ensure continued illumination for a duration of not less than 1 1/2 hours in case of primary power loss. the eY.It signs shall also be connected to an emergency electrical system provided from storage batterie.. unit equipment or an on site generator set. and the system shall be insu.liled in accordance with the electrical code. (IBC 1003.2.e..5) 27. Maintian sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler head. 28. Sprinkler protection shall be extended to all areas where required. including all enclosed areas, below obstrutions and under overhangs greater than four feet wide. (NFPA 13-4-5.5.3.1) 29. All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modifieation. New sprinkler systems and all modifications to i.prirri,ler 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 designeted„.. and/or:recorgnized by the City of Tukwila. orior to submittal,to the Tukwila Fire Prevention Boer:au. No sprin,kler' Work shall commence without approved drawings. City Ordinance #1901) 30. All sprinklr system plans, calculations and the contractor's Materials and Test Certificates ::;ulimitted to the Tukwila Fire Prevention Bureau must be ....tamped with the appropriate level of competency seal. (WAC ::12-80) 31, Maintain aumatic fire detector coverage per N.F.P.A. 7. Addition/relocation of walls, closets or partitions may require relocating and/or adding automatic fire detectors. 32. Maintain square foot coverage of detectors per manufacturer's specifications in all areas includin9: closets, elevator shafts, top of stairwellF.. etc. (NFPA 72, 5-1.4.2) 33. All new fire al,(m systems or modifications to exitiny 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 OrdinanLe #1900) (UFC 1001.3) 34. A)1 electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 35. An aisle to and working space shall be provided for each electrical panel. An aisle width not less than 24 inches shall provide.' access to the panel and 30 inches of working space shall .6e provided directly in front of the panel. (NEC 110-16(a), NEC 110-16(c)) 36. Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110-22) 37. Required fire resistive construction, including occupancy separations, area separation walls, exterior' walls due cc location on property. fire resistive requirements (lased on type of construction, draft stop partitions and roof coverings shall be maintained as specified iv the Building Code and Fire Code and shall be properly repaired. restured or replaced when damaged, altered. breached, penetrated. removed or improperly installed. (UFC 1111.1) 3 . The maximum flame spread class of finish mater }rtls used on interior wal is and, r 1i 1 ings shall not exceed t set forth in Table No. B -B of the Uniform Building Code. (UBC 804.1) 39. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 901.4.4 ) 40. In order to provide you with the fastest police and fire protection under emergency conditions, please pot your suite, room or apartment number in a conspicuous place near the main entry door. (UFC 90I.44) 41. Fire Department lock boxes shall be provided for .access to all fire alarm panels and sprinkler risers. The appropriate key(s) for access shall be placed in the lock:box. Lockbox order forms must be obtained from the Tukwila Fire Department. (City Ordinance 41900). 42. Contact the Tukwila Fire Prevention Bureau to witness. all required inspections and tests, WI( 10.503) (City Ordinance #1900 and 41901) 43. This review limited to speculative ter+ +rt space only - speci a l fire permits may be necessary depending on det.a i i e.i description of intended use. 44. Any overlooked hazardous, condition ar►dtc r r violation of the adopted Fire or Building Code_ does not imply approval of such condition or violation. 45. The plans - were reviewed by 511. If you have any guestioo,. please call the Tukwi la Fire i-'revent ion Bureau at (206)575 -4407. 1 hereby certify that 1 have reed these condition., and will comply with them as outlined. Al 1 provi <:ione, of law and ordinances 9overnir►cr t h i s work w i 1 l be/complied w i t h , whether s p e c i f i e d h e r e i n or not. . The granting of this permit does not presume to give aut.hority to violate or cancel the provisions of any other wort: or local laws regulating construction or the performance of work. Signature: Pr i n t Name •`lfG L UL lu x'.3..4 °C! Date: t.--)B/0 Project Name/Tenant: Existing use: NI Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse C3 Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office Cl School /College/University ❑ Other Value of Constructi$ A 7,0(5-0 t. Site Address (include suite number) tty tate/Zip: 206 ').10eval DriLt.. DA-<.T 4 Tax Parcel Number: O22 . Lb -Ooctcl Property Owner: IVA 1.1340 COR..P'0P40.014 Existing fire protection features: j4 sprinklers ❑ automatic fire alarm ❑ none in other (specify) Phone: Street Address: _ TM , City State2i Fax ft: Contractor: Phone:. Street Address: l City State/Zip: 6 ` - .7 Mks coo \.„ Fax #: -. Architect: • Pig kete LThauf?4L. (TROUP L-N-` Phone: /VD (,i4 3Z0 Street Address: 4 - etv if 101 City State/Zipp: \ Gb tti1 Fax #: to Engineer: Phone: Street Address: City State/Zip: Fax #: Contact Person: Phone: t01/ 17 �- ;1,16 tY �T Street Address: f t) T uvTnar 4 in /11 City State/Zip: ‘VA 10101 Fax #: Told (P24- 3 Description of work to be done (please be specific): •1 A.i OtJ bF Q)�E �+ �• VW !IAN* \Vat-. Existing use: NI Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse C3 Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office Cl School /College/University ❑ Other Proposed use: PI Retail ❑ Restaurant ❑ Multi - family ❑ Warehouse ❑ Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College/University ❑ Other Building Square Feet: 1 e existing No. of Stories: Area of construction (sq ft): - (______ Will there be a change of use? es p no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? 0 yes no Existing fire protection features: j4 sprinklers ❑ automatic fire alarm ❑ none in other (specify) Will there be storage of flammable/combustible hazardous material in the building? ❑ yes Nt no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets Commercial / Multi - Family Tenant Improvement / Alteration Permit Application Date application accepted: 1laau) ctperma due CITY OF TUK' "'ILA Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 (206) 431 -3670 Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews may be determined by the Public Works Department) ❑ Channelization/Striping ❑ Curb cut/Access/Sidewalk ❑ Flood Control Zone ❑ Hauling ❑ Fire Loop/Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Landscape Irrigation ❑ Sanitary Side Sewer #: ❑Sewer Main Extet�f �,, C1 Storm Drainage ❑ Street Use CI Water Main E:tt�nsttin 0 D ❑ Water Meter /Exempt #: Size(s): t- t3 DfftyiFt ? 0 09 Water Only _ , 1 ❑ Water Meter /Permanent # Size(s;: ID Water Meter Temp # Size(s): Est, quantity,�r cE:�r�kgal Schedutle( K1nii 1 /' ❑ Miscellaneous PUBLIC WORKS 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. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application expires: PLEASE SIGN BACK OF APPLICATION FORM o6 Project Number: Permit Number: ) ry2_c App�li y oon to by: (initials) BUILDIN • a WNER 0 ' THORI ED AGENT: r . I Date: -- Print name Phone: Address > n... at: , . • • Ad 1 .• APPLICATI • MUST BE SUBMITTED WITH TH. • LLOWING: • ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER > ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN A BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ® Complete Legal Description ❑ ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H - 13). Business Declaration required (Form H - 10). Four (4) sets of working drawings (five(5) sets for structural work), which include : ❑ ❑ Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing/grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H -9). ❑ Floor plan: show location of tenant space with proposed use of each room labeled 11/30/00 nperrnil. doc Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. ❑ Vicinity Map showing location of site ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. ❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished ❑ El Construction details ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. ❑ • Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. t�1 ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). 174 ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 999 Third Avenue, Suite 700, Seattle, WA or cal! (206) 296 - 4787. (Form H - 5) ❑ Copy of Washington State Department of labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PER JURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. This Pilvment 4 ********k********R4444A*A84A44'r44.4-444 CITY OF 1UKW1LA. WA — 02- FotRi Fee“z 1 ot,',1 ALL 1 .k kk kkick TPANSMIT Nember: k (i t u::/et Payment Method: METHOD doction PKJ1 ARCHfr.TuRAL J1"0/ Permit No; 001-0:29 DEVPERM DEVELOPMElir 0Eghtr Pexcet No: 022310-0(.9FJ Address: 200 ANOOVER P E S; 4 Accoent Code 000/22.100 000/345.8'30 000/386.904 • Delicrotion fiU1L0106 1100kP., PLAU CHECK - NOOOES S;IAIL EUnt1306 . TOIAL Project: `t- j _, ( Type of In on: al---) Address: ZOO 1 ii Lovcv Pk C Date called: '5 - UZ - D( a .m. p.m. Special instructions: �I - P�EA.la, bc. (yy 9 01A... 1 U o X11.... u.... t `�` Date wanted: �.- "� " �� Requester: t it C. Phone: Vb -' 1 i - DC) C/ COMMENTS: Inspect INSPECTION RECC Retain a copy with permrt 'INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 pproved per applicable codes. ❑ Corrections required prior to approval. 0 $4 ... EINSPECTIO 1 E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: ; Date: Date: DO/ - '00 PERMIT NO. (206)431 -3670 } Z 1 CL 00 CO 0 CO W N lL. w 2 u.? N d ZjE �O W 0 c o 0 w O til COMMENTS: Ty a of Insp • lion 1{n_ ' Tin, ,eivc y �� _ /2/\ 4 dki J/ / 4 7 0 1 Special instructions: Date/want 5 /i G 0 I 14 ii 7a x'r4 o,"f 14 © ?,e' .5,/c/r Re Ph ne: , Off - 1 1 S C: &- . /J i T /,) /" 4 0 4I / . 1 6' t ffr4 1/...e-, - 1 / 4 C , / FF /In/ " icy e . eh: �' Q1r"' _ Ty a of Insp • lion 1{n_ ' Address. 7 . ', L A V 64. t...... Date led: / L 0,) I Special instructions: Date/want 5 /i G 0 I a.m. P.m. Re Ph ne: , Off - 1 1 S C: &- . 1• INSPECTION NO. INSPECTION RECO ', Retain a copy with permit 1 r 1 - O27 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188\ (206)431- Approved per applicable codes. Corrections required prior to approval. LJ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 01 COMMENTS: t 0 / 9& - V ` -k- I' kE . Typ• of Inspection: _.: Date called: \n 1 ( r Special instructions: Date wa C 1L' '7.' L. ID i vI f -,rw to k wo -1Cir ti.' -p ' e \Ll {•Qi YI /• i'vo^Clk j 9 r)r'' 0 .... y1w t °,F r t r - i . A . tArVl1 L-=, rt')rllf A _`` C4 t)O Oe i 6}O L t \'e r- ; 1,1 p r k ! ,'1 r 'c 5 -1_0 he ‘1 suit-A ed .} M914 Ye1 r r ' cQ 9 v47 ra 'r 3 ` o -f. .c4e 1'lf 1 t. S' II -� YC Pr•'ect: Q />✓ a... At Af Tess: • O ��� t 0 / 9& - V ` -k- I' kE . Typ• of Inspection: _.: Date called: \n 1 ( r Special instructions: Date wa C 1L' .m' I 0 1 p.m Request r i1 )( r: Q INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818` Approved per applicable codes. Corrections required prior to approval. INSPECTION RECO. Retain a copy with permit PERMIT NO. (206)431 -367 U $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt N6. Date: \, l COMMENTS: r_• /.v G 6'.,e, /1 c 1 T a Ce v,,5>r AS/1 / 5 Fa, c/de r0,% ; 70 v f / f l % 3 ,e6V it m'7,r, /1,1 .e.- s,.< -J INSPECTION NO. Date wanted: f 1 / (C)/ ^ •' +i4 Requester; Phan) � 7! _COW 7 El Corrections required prior to approval. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 j (206)431 -3 Approved per applicable codes, Inspector: f Date: n $47.00 RE INSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: f INSPECTION RECG-Li Retain a copy with permit Date: PERMIT NO. Projef t: l.J 1 1j4. AL) ra j ' Type o Inspection: Address: 4 Date called: 0 Special instructions: P t . � �Ca� Date wanted: `� 1 • , Lf f Q f! 0/ p.m. Requester: ,/ Y-1 1K. (I t 4. 1i/4/04. Pho e: - 7 f INSPECTION NO. r. INSPECTION REC6fto Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 8 PERMIT NO. Approved per applicable codes. E1 Corrections required prior to approval. COMMENTS: r'n vrk to Cc') c� vec Inspector:e ; Date: Q $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: ' Date: COMMENTS: r1CI Type of Inspection: Er Address:— ?Cr ti Air C tc E 7r IrtoV I1 t) )<1 - Tr (, k1c 4 4. r Requester: --1 I (J Cpl J Phone: .Z.ri — 7 (`= • -. zkl r -4 Su nu, 1 4 &t11 cre , L. i Project: e_5C rft r1CI Type of Inspection: Er Address:— ?Cr ti Air C tc E Dat Iled: J , " Special instructions: r_ . t4.4 C f — Date w nted: I- 1/ 7 C > 0 1 a:tfi. Requester: --1 I (J Cpl J Phone: .Z.ri — 7 (`= " l INSPECTION NO. pproved per applicable codes. INSPECTION RE& Retain a copy with permit PY P CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Corrections required prior to approval. Receipt No: Date: • V • • ct: bah it V f if- T .Of Inspection : (.01 ilt,; ' i Address ,r 2 1�tY .ver t ' 1 .. .= Da tred : 1 l z c> / Special instructions: ,� 7`� i!Q Da 7 me 1 " 0 . r: Rg ( 1 P L1c - - I le- co(p CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA .9088 INSPECTION NO. proved per applicable codes. [] $47.00 REINSPECTION FEE EQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: 1 INSPECTION RECOI fr Retain a copy with permit Corrections required prior to approval. Date: 1)N-62(j PERMIT NO. (206)431 ),_.0 Projec>1 /�' // Type of Inspection: Address: Date called: Special instructions: 4 7 47 Date wanted. ..m ..�, Requester: Phone: • INSPECTION NO. R Approved per applicable codes. ✓— INSPECTION RECbn Retain a ropy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 n $47..0 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. Receipt No: I Date: ED Corrections required prior to approval. PERMIT NO. (206)431 -367 1' l� Project: '.) Type of Inspection: Address: - f — Date called: ` Special instructions: r f 1,r, r Date wanted: a.m. / t 1 i v Ill R e g quester: Phone: „7Gr,.) -1 7 /G' - 6 INSPECTION NO. INSPECTION RE Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Pt) -)2 PERMIT NO. (206)431- D Approved per applicable codes. COMMENTS: Inspector: ZoAge.._ re° Corrections required prior to approval. Date: ❑ $47. EINSPECTIONFEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: Project: --> «tcrr / 0/F Type of Inspection: /} ;�iJ, V Address: !� ,�..>4'U i A Z(I' l -- '' £ D'' ate called: a, /I/ 1 T wanted: Special instructions: Date , a.m. Iiquester. / /ck,c Phone: )I.C4 - '7.' - i.106 7 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818$x\ (206)431 -3 ,Approved per applicable codes. COMMENTS: " el Inspector: Date3 Z (9J n $47.00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: � INSPECTION RECcy3 Retain a copy with permit PERMIT NO. Corrections required prior to approval. Project Name L ,/ i / Address CU f t=E Sprinklers: Fire Alarm: tl�a Hood & Duct: A/ Halon: Monitor: Pre -Fire: !` Permits: Authorized Signature FINALAPP.FRM City of Tukwila Fire Department Thomas P. Keefe, Flt' Chief TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Retain current inspection schedule Needs shift inspection X Approved without correction notice Approved with correction notice issued Permit No. c /Y - l /1. ,C( 1e Ctrcisr T.F.D. Form F.P. 85 John W. Rants, Mayor Suite # ( J— 3 A=LA' 1 )/il e.:%/ Da te ' Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575 Project Info Project Address Bogart Golf El Less than 60% of the fixtures are new, and installed lighting wattage is not being increased Date 7/12/95 200 Andover Park East Suite 5 For Building Department Use Tukwila Washington Applicant Name: NUB Architectural Group Open Parking Applicant Address: 601 Stewart Street Suite 707 0.2 W /ft Applicant Phone: Seattle, Washington 98101 Alteration Exceptions (check appropriate box) ❑ No changes are being made to the lighting El Less than 60% of the fixtures are new, and installed lighting wattage is not being increased Location (floor /room no.) Occupancy Description Allowed Watts per ft " Area in ft Allowed x Area Covered Parking 0.2 W /ft Open Parking 0.2 W /ft Outdoor Areas 0.2 W /ft " From Table 15-1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Covered Parking 0.2 W /ft Open Parking 0.2 W /ft Outdoor Areas 0.2 W /ft Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts Location Description Allowed Watts per ft or per If Area in ft (or If for perimeter) Allowed Watts x ft (or x If) Covered Parking 0.2 W /ft Open Parking 0.2 W /ft Outdoor Areas 0.2 W /ft Bldg. (by facade) 0.25 W /ft Bldg. (by perim) 7.5 W/lf Note: for building exterior, choose either the facade area or the perimeter method, but not both) Total Allowed Watts Location Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposed Watts Lighting Sumniary LTG -SUM 1994 Washington State Nonresidential Energy Code Comp.ience Forms June. 1995 !Project Description New Building ❑ Addition Alteration Compliance Option 0 Prescriptive 0 Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Maximum Allowed Lighting Wattage (Interior) Proposed Lighting Wattage (Interior) (May not exceed Total Allowed Watts for Interior) Maximum Allowed Lighting Wattage (Exterior) Proposed Lighting Wattage (Exterior) (May not exceed Total Allowed Watts for Exterior) f={LE COP'S 2O(eOZ Space Heat Type Q Electric resistance Q All other (see over for definitions) Glazing Area Calculation Note: Below grade walla may be inducted in the Gross Exterior Wall Area it they are insulated to the level required for opaque walls Total Glazing Area Electronic version: these values are automatically taken from ENV -UA -1. (rough opening) Gross Exterior (vertical & overhd) divided by Wall Area •times 100 equals !'1 Glazing X 100 = Concrete/Masonry Option 0 yes Check here if using this option and if project meets all requirements for the Concrete /Masonry Option See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying 0 no assembly below. Envelope Requirements (enter values as applicable) Fully heated/cooled space Minimum insulation R- valuos Roofs Over Attic Date 2/5/01 existing All Other Roofs For Building Department Use Opaque Walls Applicant Name: existing Below Grade Walls 603 Stewart Street 1707 na Floors Over Unconditioned Space na Slabs -on -Grade exi a ting Radiant Floors na Maximum U- factors Opaque Doors existing Vertical Glazing existing Overhead Glazing na Maximum SHGC (or SC) Vertical/Overhead Glazing I Project Info Project Address Bogart Golf Date 2/5/01 200 Andover Park East Suite s For Building Department Use Tukwila Washington Applicant Name: PXJB Architectural Group Applicant Address: 603 Stewart Street 1707 Applicant Phone: Seattle Washington 98101 Envelope Summary Climate Zo ENV -SUM 1994 Washington State Nonresidential Energy Code Compliance Forms Project Description 1 ❑ New Building ❑ Addition tJ Alteration ❑ Change of Use Compliance Option Sem/- heated space* 12 Minimum Insulation R- values Roofs Over Semi - Heated Spaces* *Refer to Section 1310 for qualifications and requirements Notes: Prescriptive 0 Component Performance (See Decision Flowchart (over) for qualifications) ENVSTD Systems Analysis June. 1995 Opaque Concrete /Masonry Wall Requirements Insulation on interior - maximum U- factor is 0.19 Insulation on exterior or integral - maximum U- factor is 0.25 If project qualifies for Concrete /Masonry Option, list walls with HC z 9.0 Btu /ft'•'F below (other walls must meet Opaque Wall requirements). Use descriptions and values from Table 20-5b in the Code. Wall Description (including insulation R -value & position) U- factor LEGAL DESCRIPTION PARCEL A AND B THAT PORTION ON TRACT 10 OF ANDOVER INDUSTRIAL PARK NO. 2, A5 PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 68, RECORDS OF KING COUNTY, WASHINTON, DESCRIBED AS FOLLOWS: BEGINING AT THE SOUTHEAST OF SAID TRACT 10: THENCE N 01 11' 25' E ALONG THE WESTERLY MARGIN OF JAMES CHRISTENSEN ROAD, A DISTANCE OF 105.99 FEET TO THE TRUE POINT OF BEGINING: THENCE N 88 54' 54' W A DISTANCE OF 284.96 FEET TO A POINT ON THE EASTERLY MARGIN OF ANDOVER PARK EAST: THENCE 01 05' 06' E ALONG SAID EASTERLY MARGIN, A DISTANCE OF 354 .02 FEET TO A POIINT OF CURVE: THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 50.00', AND ARC DISTANE 18.91 FEET TO A POINT ON THE SOUTHERLY MARGIN OF BAKER BOULEVARD: THENCE S 88 25' 21' E ALONG SAID SOUTHERLY MARGIN, A DISTANCE OF 185.61 FEET TO A POINT OF CURVE: THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 50.00 FEET, AN ARC DISTANCE OF 1620 FEET TO A POINT ON THE WESTERLY MARGIN OF THE JAMES CHRISTENSEN ROAD: THENCE S 01 11' 25' W, A DISTANCE OF 352.34 FEET TO THE TRUE POINT OF BIGINING. COORD C' PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -029 DATE: 4 -06 -01 PROJECT NAME: BOGART GOLF SITE ADDRESS: 200 ANDOVER PARK E #5 SUITE NO: Original Plan Submittal DEPARTMENTS: Builffirf Public. Works Complete &U(UT ax v.. Response to Correction Letter # 1IZ. Fire Prevention a-4 ►2-01 Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete 1 TUES/THURS ROUT G: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Response to Incomplete Letter # X Revision # 1 After Permit Is Issued n ∎ � Plannin, P ivision id- 4,0 -0 Permit Coordinator [4] DUE DATE: 4 -10 -2001 Not Applicable LI Comments: No further Review Required DATE: n DUE DATE 5- 8-2001 Approved Li Approved with Conditions n Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions Not Approved (attach comments) P1 REVIEWER'S INITIALS: DATE: Date: /a!b/ City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431-3670 IREVIISION{SITBMITTAL MUMMA Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: 0( 1 '—C2 Response to Incomplete Letter # J Response to Correction Letter # Revision # Wafter Permit is Issued Project Name: / 6 II Project Address: 4N ,1b VET 7j (442 ' UM- Contact Person:AWL 7 6{„-:P- -S‘/'r 42),epp. Phone Number: .1 6 —7/03 007? Summary of Revision: A. . . 4 • 4 / Lt) -4 3 S -4 a"N 74/J SG e, L77 ' C2 " Ao h a io 4 -2 r- 14 A 4i / 77 -' 4-f, E& j % T LS c il a Aar 0 6 2001 Sheet Number(s): a S - I 4 / p9- -'�'" `�� A `41, F l 1.� >aQ 31.21/0/ "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: e Entered in Sierra on (- �- 08/30/00 ACTIVITY NUMBER: D01 -029 DATE: 4 -06 -01 PROJECT NAME: BOGART GOLF SITE ADDRESS: 200 ANDOVER PARK E #5 SUITE NO: Original Plan Submittal DEPARTMENTS: Building Division Public Works DETERMIN OF COM PLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route n Structural Re w Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved REVIEWER'S INITIALS: r+umutt txx Vn PLAN REVIEW /ROUTING SLIP Response to Correction Letter it it] Approved with Conditions Response to Incomplete Letter # X Revision If 1 After Permit Is Issued Fire Prevention ri Planning Division Structural Incomplete C n Permit Coordinator DUE DATE: 4 -10 -2001 Not Applicable E No further Review Required DATE: 0 + — lb &XI DUE DATE 5- 8-2001 Approved wit nditions n Not Approved (attach comments) n DATE: 4"' 10 -Zt)01 Not Approved (attach comments) DATE: DUE DATE ACTIVITY NUMBER: D01 -029 DATE: 4 -06 -01 PROJECT NAME: BOGART GOLF SITE ADDRESS: 200 ANDOVER PARK E #5 SUITE NO: Original Plan Submittal Response to Incomplete Letter 11 Response to Correction Letter t# X Revision . 1 After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete n Comments: TUES/THURS ROUTING: Please Route PLAN REVIEW /ROUTING SLIP n n REVIEWER'S INITIALS: REVIEWER'S INITIALS: Fire Prevention Structural Incomplete C Structural Review Required ri No further Review Required DATE: L( //2 / 0 f t A - / Fiek 1•1111■0•. DUE DATE 5-8-2001 Approved n Approved with Conditions n Not Approved (attach comments) n REVIEWER'S INITIALS: CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions n Not Approved (attach comments) n DATE: APPROVALS OR CORRECTIONS: (ten days) u Planning Division Permit Coordinator n 1 1 DUE DATE: 4 -10 -2001 Not Applicable DATE: ACTIVITY NUMBER: D01 -029 DATE: 4 -06 -01 PROJECT NAME: BOGART GOLF SITE ADDRESS: 200 ANDOVER PARK E #5 SUITE NO: Original Plan Submittal Response to Incomplete Letter It__ DEPARTMENTS: Building Division Public Works Complete Incomplete Fi REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved CORRECTION DETERMINATION: Approved \MAUIill [xx' Yn PLAN REVIEW /ROUTING SLIP Response to Correction Letter n c Structural Approved with Conditions X Revision 't 1 After Permit Is Issued Fire Prevention n Planning Division DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 4 -1 0-2001 Comments: TUES /THURS ROUTING: Please Route 1111 Structural Review Required C REVIEWER'S INITIALS: REVIEWER'S INITIALS: Permit Coordinator Not Applicable In No further Review Required DATE: IA ' O' D DUE DATE 5-8 -2001 Approved with Conditions I 1 Not Approved (attach comments) n DATE: DUE DATE Not Approved (attach comments) DATE: ACTIVITY NUMBER: D01 -029 DATE: 4 -06 -01 PROJECT NAME: BOGART GOLF SITE ADDRESS: 200 ANDOVER PARK E #5 SUITE NO: Original Plan Submittal Response to incomplete Letter If Response to Correction Letter # X Revision # 1 After Permit Is Issued DEPARTMENTS: Building Division Public Works Complete E Comments: Please Route DETERMINATIO OF COMPLETENESS (Tues., Thurs.) DUE DATE: 4-10-2001 TUES /THURS ROUTING: REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved ri REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: Approved REVIEWER'S INITIALS: 'MARIII IX X' Yn Fire Prevention Structural Incomplete 111 Structural Review Required d erg,cu C PLAN REVIEW /ROUTING SLIP Planning Division Permit Coordinator C Not Applicable No further Review Required DATE: L O— 01 DUE DATE 5-8-2001 Approved with Conditions Not Approved (attach comments) Approved with Conditions Not Approved (attach comments) 17 DUE DATE DATE: ACTIVITY NUMBER: D01 -029 PROJECT NAME: BOGART GOLF SITE ADDRESS: 200 ANDOVER PK E Original Plan Submittal Response to Correction Letter # DEPARTMENTS: BuildiP4i Division awe -0.0 Public Works Complete lJ Comments: TUES /THURS ROUTING: Please Route TRW Mil txx 2 - vl , )1 111 I 'Nry ‘: PLAN REVIEW /ROUTING SLIP 511 Fire Preventipn A � �-- z -(4-0( Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ri Structural Review Required C REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved n Approved with Conditions I REVIEWER'S INITIALS: DATE: 02 -06 -01 SUITE NO: 5 Response to Incomplete Letter # Revision it — After Permit Is Issued ,1I 1 PI ping Division 0-0 Permit Coordinator DUE DATE: 02-08-01 Not Applicable LI n No further Review Required DUE DATE 03-08-01 DATE: Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) DATE: \‘\ ACTIVITY NUMBER: D01 -029 DATE: 02 -06 -01 PROJECT NAME: BOGART GOLF SITE ADDRESS: 200 ANDOVER PK E SUITE NO: 5 Original Plan Submittal Response to Incomplete Letter Response to Correction Letter # Revision After Permit Is Issued DEPARTMENTS: Building Division Public Works Complete Comments: Please Route Approved PLAN REVIEW /ROUTING SLIP n TUES /THURS ROUTING: REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Structural Re *e Required Approved with Conditions u Approved n Approved w' h Conditions Not Approved (attach omm• ts) REVIEWER'S INITIALS: DATE: REVIEWER'S INITIALS: Planning Division Permit Coordinator C DUE DATE: 02 -08-01 Not Applicable n No further Review Required DATE: DUE DATE 03-08-01 ,e DUE DATE Not Approved (attach comments) DATE: PERMIT NO.: Da BUJLDENG PERMITS INSPECTIONS ❑ 00001 Progress Inspection Status ❑ 00002 Pre- construction ❑ 00003 Investigation ❑ 00004 OK to Occupy ❑ 00005 Remove Stop Work Order ❑ 00006 Follow -up ❑ 00007 Pre -Move Inspection ❑ 00050 WSEC Residential ❑ 00060 WA Ventilation/Indoor AQC ❑ 00070 NLEA Inspection/Modular Struct ❑ 00071 Mobile Home Tic Down Insp ❑ 00072 Marriage Lines ❑ 00090 Resteel ❑ 00095 Footing Drains ❑ 00100 Foundation Footings ❑ 00200 Foundation Walls ❑ 00250 Foundation Insulation ❑ 00300 Concrete Slab /Slab insulation 0 00350 Crawl Space ❑ 00400 Shear Wall Nailing ❑ 00450 Plywood Wall Sheathing 0 00500 Roof Sheathing Nailing ❑ 00525 Plywood Deck Nailing ❑ 00550 Exterior Wall Sheathing ❑ 00600 Masonry Chimney ❑ 10610 Chimney Installation/All Types i0700 Framing • 10750 Roof /Ceiling Insulation ❑ 00800 Floor Insulation ❑ 00801 Wall Insulation ❑ 00802 Exterior Roof Insulation ❑ 00803 Glazing Inspection ❑ 00815 Lighting and Controls ❑ 00900 Suspended Ceiling 01000 Interior Wallboard Fastening ❑ 01001 Exterior Wallboard Fastening ❑ 01110 Pre -Move Inspection ❑ 01 1 15 Motor Inspection ❑ 01120 Pre -Demo ❑ 01140 Pre- reroof 01400 Final -Fire 01700 Final- Building 01900 Final - Reroof ❑ 03100 Site Visit ❑ 04000 Special - Concrete ❑ 04001 Special -Bolts in Concrete ❑ 04001 Special- Nlom/Resist Conc Frame ❑ 04003 Special -Reinf Steel Prestress ❑ 04004 Special - Welding ❑ 04005 Special - High - Strength Bolting ❑ 04006 Special - Structural Masonry ❑ 04007 Special -Reinf Gypsum Concrete ❑ 04008 Special - Insulating Conc Fill ❑ 04009 Special -Spray Fireproofing ❑ 04010 Special - Piling, Piers, Caissons ❑ 04011 Special - Shotcrete ❑ 0401 Special- Grading, Excav/Fill ❑ 04013 Special- Retaining Wall ❑ 04014 Special - Panels ❑ 04015 Special -Smoke Control System TENANT NAME:, ' ( cLf CONDITIONS Plan Reviewer; Permit Tech: X0 001 No changes to plans unless approved by Bldg Div 010 Special inspection required, notify Bldg Div ❑ 0011 Special inspector shall submit final signed report ❑ 0012 New ceiling grid & light fixture shall meet lateral bracing 3K 0013 Partition walls attached to ceiling grid 0014 Readily accessible access to roof mounted equipment ❑ 0015 Engineered truss drawings & calcs shall be on site ❑ 0016 Exposed insulation backing material ❑ 0017 Subgrade preparation including drainage, excavation ❑ 0018 Statement from roofing contractor verifying fire retardant class of roof X 0019 A11 construction to be done in conformance w /approved plans "No work shall be done in addition to those modifications..." 0002 Plumbing permits shall be obtained through King Co ❑ 020 Structural observation shall be provided for this project ❑ 0021 All food preparation establishments must have King Co ❑ 0022 Fire retardant treated wood shall have flame spread of ❑ 0023 Notify Building Division prior to placing any concrete ❑ 0024 All spray applied fireproofing shall be special inspected ❑ 0025 All wood to remain in placed concrete shall be treated ❑ 0026 All structural masonry shall be special inspected 002 Validity of Permit ❑ 28 Rack storage requires separate permit ❑ 0003 Electrical permits obtained through L & I ❑ 0030 No occupancy of building until final insp by Bldg Div ❑ 0032 Remove all weeds, concrete, stone foundations, flat concrete ❑ 0036 Manufacturers installation instructions required on site ❑ "BTU maximum allowed per 1997 WA State Energy Code" ❑ 0033 Contact PW Div to obtain insp for water /sewer connect ❑ 0038 A C of O will be required for this permit 0039 Final approval for all TI w /in the limits of the SC Mall 0004 All mechanical work shall be under separate permit 0040 All construction noise to be in compliance with 3.2 TMC Na ll 0041 Ventilation is required for all new rooms & spaces 0005 All permits, insp records & approved plans available (:)N006 All structural concrete shall be special inspected ❑ "Applicant shall obtain a separate plumbing permit from King Co" ❑ "Anchoring — All new construct and substantial improvement shall be anchored to prevent flotation" ❑ 0007 All structural welding shall be done by WABO certified inspector ❑ 0008 All high - strength bolting shall be special inspected ❑ 0009 Botts installed in concrete shall be special inspected (] 003 1 Comply with requirements of TMC 16.04 ❑ 0034 Removal of septic tanks require approval and compliance with King Co Health Dept. ❑ "Obtain required inspections from appropriate water & sewer districts" ❑ "Fuel burning appliances ❑ "Appliances, which generate...." ❑ "Water heater shall be anchored...." ❑ "Reroor Date: Date: g- �l Z �I o, ACTIVITY NUMBER: D01 -029 DATE: 02 -06 -01 PROJECT NAME: BOGART GOLF SITE ADDRESS: 200 ANDOVER PK E SUITE NO: 5 Original Plan Submittal _Response to Correction Letter #` Revision ft _ _ After Permit Is Issued DEPARTMENTS: Building Division Public Works mulimmaimommr DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete 1 Comments: TUES /THURS ROUTING: Please Route ri Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions /<l/4 �f REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved 1 Approved with Conditions VII PLAN REVIEW /ROUTING SLIP n Fire Prevention Pi Planning Division Structural Incomplete Not Applicable LI C C REVIEWER'S INITIALS: Response to Incomplete Letter fl Permit Coordinator DUE DATE: 02 -08-01 No further Review Required DATE: DUE DATE 03-08-01 n Not Approved (attach comments) n DATE: / Y "U 1 DUE DATE Not Approved (attach comments) DATE: z re w 00 N u. w u-_ so__ 0 Zo w U O cn 0— O t- wW w co 0 z ACTIVITY NUMBER: D01 - 029 DATE: 02 - - PROJECT NAME: BOGART GOLF SITE ADDRESS: 200 ANDOVER PK E SUITE NO: 5 Original Plan Submittal Response to Correction Letter # fir Revision ; After Permit Is Issued Response to Incomplete Letter DEPARTMENTS: Building Division Public Works n c DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Please Route Comments: TUES /THURS ROUTING: REVIEWER'S INITIALS: PLAN REVIEW /ROUTING SLIP \NUM I IX x irYl Fire Prevention Structural Incomplete ri Structural Review Required TR- APPROVALS OR CORRECTIONS: (ten days) ,: 117!! RSS�61M!"!'S. •'+ �.w....�.,w�+r- +-e +. . n REVIEWER'S INITIALS: Planning Division Permit Coordinator C DUE DATE: 02-08-01 Not Applicable LI No further Review Required DATE: - 01 11111111111111111111N111111/ 411111111•3111111111111111, DUE DATE 03-08 -01 Approved F Approved with Conditions n Not Approved (attach comments) DATE: CORRECTION DETERMINATION: DUE DATE Approved ri Approved with Conditions ___.. Not Approved (attach comments) U REVIEWER'S INITIALS: DATE: ACTIVITY NUMBER: D01 -029 DATE: 02 -06 -01 PROJECT NAME: BOGART GOLF SITE ADDRESS: 200 ANDOVER PK E SUITE NO: 5 Original Plan Submittal Response to Incomplete Letter Response to Correction Letter rr Revision it After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete U (O ' Comments: KG �ccv* u Approved n PLAN REVIEW /ROUTING SLIP C TUES/THURS ROUTING: Please Route 12( Structural Review Required REVIEWER'S INITI APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: •1'NAl11 If [X) v.[ Y, '° Fire Prevention Structural Incomplete n Planning Division F - 1 Permit Coordinator n n DUE DATE: 02-08-01 Not Applicable pi DUE DATE 03-08-01 Approved with Conditions n Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: No further Review Required x 1 DATE: � •.� " � \//9 DUE DATE Approved n Approved with Conditions ri Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: Revision l No. Date I Received Staff Initials Date Issued Staff Initials 1 Summary of Revision: Received By: Revision No. • Date Staff Received Initials Date Staff Issued Initials _.. 1 1 Summary of Revision: Received By: l Revision Date Staff Date Staff No. Received Initials Issued Initials Summary of Revision: Received By: PROJECT NAME: Cjc ,,r-+ GO 1 ' - PERM. Site Address: x.00 i c inag A- P. E_ - -- Original Issue Date: Revision No. Revision No. Summary of Revision: Date 7' Received / ' Date Received REVISION LOG 4. Staff Date Staff Initials Issued 1 Initials 1 — — — z____ Received By: Staff Initials Received By: Date Issued (p ease print) (please print) • (please print) pease pnn Staff Initials PROJECT NAME: Cjc ,,r-+ GO 1 ' - PERM. Site Address: x.00 i c inag A- P. E_ - -- Original Issue Date: Revision No. Revision No. Summary of Revision: Date 7' Received / ' Date Received REVISION LOG 4. Staff Date Staff Initials Issued 1 Initials 1 — — — z____ Received By: Staff Initials Received By: Date Issued (p ease print) (please print) • (please print) pease pnn Staff Initials City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: +e �,% ,/ 0 Response to Incomplete Letter # 0 Response to Correction Letter # Pg... Revision # Wafter Permit is Issued Project Name: 806--A Received at the City of Tukwila Permit Center bv: e Entered in Sierra on Plan Check/Permit Number: 9t' .�E Project Address: Contact Person:t' n L ��DG t = - S ‘i+ (22,0. Summary of Revision: // -VMS 74)/ _ — Lrzt)AuAEE Ctg7) k2J4 Phone Number: . —7 /0 0o7? Sheet Number(s): d S - / , ,4 " s 4 —)_ —� l � --�- F— / 1 -" (A :31;4 -3/29/0/ "cloud" or highlight all are6s of revision including date of Yevision z' n 0 62001 08/30/00 Kind of Fixture Fixture Units No. of Fixtures Total Future Unds Public Private Public Private Bathtubs and/or shower 4 2 Dental units 1 1 Dishwasher 4 2 Drinking fountain (each head) 1 1 Hose bibb (interior) 5 3 Clotheswasher or laundry tub 4 2 Sink, bar or lavatory 2 1 Sink, clinic, flushing 10 10 Sink, kitchen 4 2 Sink, other 4 2 1 Sink wash, circle spray 4 4 Urinal, flush tank 3 3 Urinal, wall or stall 5 5 Water closet, tank 5 3 i 3 Water closet, flush valve 10 6 (To be completed for all new sewer connections, reconnections or change of use of existing connections. Xiag This form does riot apply to repairs or replacements of existing sewer connections within five years of disconnect.) Pursuant to King County Ordinance No. 11034, all sewer customers who establish a new service which uses metropolitan sewage facilities after February 1, 1990 shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council but is limited by state law to S10.50 per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi- annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at (206) 684-1740. (Please print or type) Owner's Name 1(1( t, b\1� Property Legal Address: 1, tc- Subdivision Name /14txxi,:1.. 11 .11 rtt`i •)L.t'ti Lot a" Subdiv. # Block # Property Street Address Za) Qt.ti)r.p_tt� 1 (,4 City, State, Zip I1A 1L,.t) t L x t - 1 d Owner's Phone Number 404/ 441 6161 Owner's Mailing Address (if different from above) ID IS A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units : ?;t058 (Rev. 2/00) 20 Non -P 'sidential Sewer Use Certi'" 7ation (Last, First, Middle Initial) Total Fixture Units 5 Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units , 1 RCE For King County use: Account # Monthly Rate Six Month Due White - King County Property Tax ID # 0', 1 (? ' 0 Building Name (if applicable) IANt]6 f' . %1, Party to be Billed (if different from owner) Party's Mailing Address: or Property Contact Phone # ( City or Sewer District Date of Connection Side Sewer Permit # .00 1 ` 0 2.9 Demolition of pre - existing building? 0 Yes ❑ No Demolition Permit # B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: Estimated Wastewater Discharge: Gallons /days Residential Customer Equivalents (RCE): 187 gallon per day equals 1.0 RCE Total Discharge (gal /day) _ 187 C. Total Residential Customer Equivalents: (add A & B) A B 1 RCE I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. Signature of Owner/ Representative l 1� Print Name of Own Representative Date , • O Yellow - Local Sewer Agency Pink - Sewer Customer f �t1 err RCE LICENSE DETAIL INFORMATION Form Page 1 of 1 STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES Specialty Compliance Services Division P. O. Box 44000 Olympia, WA 98504 -4000 THE RESULT OF YOUR INQUIRY FOR LICENSE NUMBER SELECTED IS: LICENSE DETAIL INFORMATION Current Filter: None Registration# or License SGACO * *084BS Name S G A CORPORATION Address 1501 N 200TH ST Address City SHORELINE State WA Zip 98133 Phone Number 4257782191 Effective Date 1/10/92 Expiration Date 1/10/02 Registration Status ACTIVE Type CONSTRUCTION CONTRACTOR Entity CORPORATION Specialty Code GENERAL Other Specialties UBI Number 601292201 *_* *VIEW PRINCIPAL OWNER(S) FOR THIS LICENSE* * * *VIEW CONTRACTOR BOND /SAVINGS INFORMATION 'CHECK *CHECK INQUIRY FOR SUMMONS AND COMPLAINTS* * * * * * VIEW CONTRACTOR INSURANCE INFORMATION * * * * ** New inquiry by CITY, NAME, PRINCIPAL OWNER NAME, NUMBER, UBI NUMBER or return to the L &I Construction Compliance 1 -Iome Page http: / /www.lni.wa.gov/ contractors /TF2Form.asp ?License = SGACO* * 084BS 2/28/01 Z W CG 2 6 J U U O N a N W N W W 2 J ll. D. a Z Z Z0 U 0- oN WW .. Z U = O ~ Z ontractor' R egistration Car d; ; t. ontractor Information in Sierr Symbols Column Gridline Room Reference Building Section Wall Section Plan Detail Interior Elevation Match Line AB. AC. ACT. AD. ADA MT AGGR. ALUM. ALT. ANOD. ARCH. BD. BIDG. BM. BO`. BRG. BRZ. B/S B.U. CART. CEM. C.G. C.JT. CLR. CLG. C.M.C. CO COL CO.. CONT. CORR. CPT. C.T. CU.Fi. CU.YD. C.W.L DEMO. D.F. DIA OIM. ON. DS O.W. DWG. G LI.F.S. EJr. SIC. EL E E0. E TJ: IXP. EXT. F.D. . F.E F.E.C. F.F. FLUOR. F.O.S. F.O.S. F.O.C. F.O.F. .FO.M. F.OlC Anchor Bolt Air Conditioning Acoustical Ceiling Tile Arco Drain Anwricon Disability Pct Board Blocking Beam Bottom'. Bearing Bronze Building Standard Basement Bent up Cabinet Cemerd Comer Guard C JokA Cha.r r Cati.g Ckset Concreb Masonry Unit Concr Column Com!ru Conoue U Carpet Ceram, nil` Cubic Foot Cu. Yard Cold water arse Osman a Drinking Fountain Diameter Dimension Down Door Downspout .wing Ea Exterior Insure/Ion and Flee Syeenn Expansion Joint Electrical F Height Bevation w) OevoWr Equal Equipnsnt Existing Expambn Exterior Floor Drain Foundation Fire Extinguisher Fire Extinguisher Cabinet Finish Feu Fnish Fl Face of Stud Fau of Cuae Fau of Fnieh Face asonry Famish ed M by owmr and inatolloe by contractor Fireproofing Foot/Feet Fire Relardanl Treated / ®\ ilea e Hec6n g/VenGlatirg /Air- CoMifialinq Hardwa Hardwood Hollow Metal Horizontal rig Hot Water Heater Hot omen use nude Diameter nch/In has ncandescenl time kBOn nterwr Glass Fair Reinforced Concrete 1021 Detail North Arrow Revision ®- - Datum Point lAV. LF. LT. LTC. MACH. MAX. MECH. FR. MFR. MIN. MISC. ID. M1RL is N.I.C. N0. NW. N.T.S. OA o.c. D.D. O.F.RD. DPN OPP. G 0.5. P.WI. PL P.L PR P.S.F. P.S 1. P.T.D. P.T.O. P.T.R. FA/MT. OT. R. R.B. R.D. RAG REfR. REIN, REEL REGD. RM. R.O. RES. REV. R.T. S. S.C. SCH . SEWN. SNT. S SIM. S.O.G. SPEC. so. So. s.s F. S.S. S. STL STD. S TRU Sr SP. AL SYM. T. T.B. TEL TEMP. THx. Tara T.O.S. T.O.P. T.P.D. TYP. U.N.O. UR. ORL V.C.T. VENT. VERT. VEST. Y.W.C. w W C. WC. WD. W/0 WP. W W W.W.R. e Door hi 1 m' erne Wall Type Sheet Notes bbreviations Laminate ternary Lined Feet tight lighting Moraine Maim. Mechanical Mmdxane manufacbmr Minimum Mo M etal Metal Materkl o-- 0 a Not in E6P-act Num. Not a Scale ano*y The Rwbwr. Air Rubber Base Rea (Main Rasie Refrigerator Rai axing Reflected Required Roan Raga Opening Resilient Revision /Rexene Re6ud Tile Sa. Sok Care S .disk Sheet Sheathing Sm./ . Stub an Grab Specaicolion Square Square feet Sercu Sink Sta... Steel Stec Standard $WC w'e/Sbtdurol Suspended SyrnmaV' cal hod rowel Bar kmper. hick u Groove loop d M gab lop of Parapet Toilet Popov Cispenaer Keical 0.4 Noted Otherwise Udnd UtOty Vinyl Van/ Compoai1i Tile Veneration Vertical Vatitgle Vinyl Wad Covering Weth Water Ckeet Wakoseri g Wood Without Waterproof Water Resistant Weghl Welaad Wire Rainforcina Ore Center N Cmle Nola` Diameter oxwea• Raw cam Opposite Peek. ScuPPer Pkstk Laminate Pbte PrefeenY Fhwood Lrw Pau pwMs per Square Foot PauMl per Square Inch Pail Pqw Towel .oenser Paper Towel Receptacle Pavement G e eral Notes A PROJECT DESCRIPTION 1. This project consists of a r emodel of part 9. on existing office building. No changes to the existing structure are proposed. 10. B. CODES 1. The 'Uniform Building Code ; most recent edition with Washington 11. State Amendments and all other applicable =ion: In a having jurisdiction shall govern design and Construction. In cos of any ct ein the ethds o sndf nstalt of the mater wher speed d m not. equaor or tadar exce o ed the i requirements of the laws r tlinonces, the Iowa or l ordinances shall govern. Notify the Architect of a!I confiics. C. THE DRAWINGS k SPECIFICATIONS 1. Civil, structural, electrical, mechanical, plumbing and landscape drawings ore supplementary to the architectural drawings. It shall p sc be e e respo of each Contractor to check with the ar ire ura l dra win g s before the inatsllotion of their Work Any s be brought between the Architect's l and other drawings shall be brought to the Archite<t'a attention for ci a specifications The specifications s are o port of this contract and under Pl sa hlIte c th e o backgrounds on Civil, swings, structural. e electrical, mechanical, landscape plumbing, Iandspe drawings, etc., re for thn purpose only of 'llwtrating general plan configuration. Such pions shall not be wed for portions of the work other than that pertaining to the title of each sheet. Refer to the appropriate sheet for each specific portion of the work 4. All ark s new unless indicated otherwise. 5. Doors and weed openings without location dimensions or details ore to be looted 6' from the adjacent wail or centered between walls. Repetitive features not fully shown or noted on the drawings shall be wmpletey provided as if drown in full. Throughout the drawings are abbreviations which a n common use. The list of abbreviations provided es not intended to be a complete list. The Architect will define the intent of any in question. 2. 3. D. DIMENSIONS 1. The Contractor shell focus special attention on a field review of the existing conditions prior to ...lion. Any conditions that are found to be inconsistent with the documents or where the intent is in doubt, should be brought to the attention of the Architect for resolution. 2. DO NOT SCALE DRAWINGS. The Contractor shall use dimensions hewn on the gs and actual field measuremn et, "°` 14 ' the Architect if draw any in discrepancies are fountl. Note that No dimensions a e to face of exterior .con rete oval;, exteror column and face of finish or center line of interior sWcturel column unless obviously shown or marked otherwise. E. COORDINATION 1. Each Contractor allot! be responsible for the verification and coordination with other Contractors to secure compliance of drawings and specifications, and the accurate location of openings for mechanical, electrical, ',and miscellaneous equipment. Each Contractor shall be responsible for the joining of his work to the work of 'other trades. F. IXRS AJI exits shall be operable from inside without a key or any special knowledge or effort, and shall be equipped with panic hardware weqr uied end indicated. 2. AJI thresholds here ore r 1/2' elevation change max. with bevel edge. 3. All exit signs shall have letters six (hes high minimum, and shall conform with applicable codes. ,. . GENERAL CONSTRUCTION 1. The Contractor shall investigate and verify locations of mechanical and electrical elements and other existing conditions. Notify Architect of any conducts prior to beginning work 2. The Contractor shall veriy sizes and locations of all openings for mechanical equipment with the mechanical contractor and approved shop drawings. The Contractor shat: verify sizes and locations of all mechanical equipment pads and bases s r h well os power, w or drain installation with equipment -onufocturers prior to work 3. The Contractor shot! keep areas under construction clear of dirt and debris caused by demolition and shell store construction materials and equipment in areas designated by the owner. 4. All exterior wall openings, flashing, counter flashing and expansion joints shall be constructed in such o manner as to make them weatherproof. The junction of the roof and vertical surtaxes shall be flashed and counterflashed in a manner to make them waterproof. C. Verify location of fans, grilles, etc. at building exterior with Architect 6. Provide galvanic insulation between dissimilar metals. 7. Stairs or ladders used only to attend equipment shall comply with OSHA regulations. 8. Where floor drains or floor sinks occur, all Finish floors shall slope to drain. 12. 13. All partitions extend to underside of structure above unless noted otherwise. M partitions shall be constructed with 2 1/2' metal studs 25 Go- at 24c.c., with 5/8" type X' GV/B each side wlese noted otherwise. The Contractor shall be n- sponsible for providing all blocking for all wail r d ceiling nted items, including hardware, lighting fixtures, grab bars and N.I.C. interior millwork. Provide sheet metal reinforcing (8' horieontalty mounted strip of 20 ga. galvanized sheet metal) in partitions for in tatlatan of wall 'hung cabinet work and pow g where indicated on drawings, including all owner provided .mat The Contractor shall provhe hoisting for items famished by by others. The Architect rill furnish a fist of such Hems for the Contractors use and coordination. NI F.O.I.C. (furnished by owner. installed by contractor) items are to be delivered by owner to designated area for heating. All pl framing mr, ywod conceded wood stag be Fire Retardant lu Treated be (FRYo and conce ;. 14. The Contractor shall guaro.etee all work against fault of any mat.al or nsh:n fora period of wt les tha s n ore year after com,ypletipeti on end scotch.. Faulty work eh.. replaced or repaired at Contractor's expense. H. FIRE PROTECTION 1. Provide fire dampers at all supply air and retem air outlets, inlets or ducts penetrating fire retied assemblies enclosures, partitions, floors or surfaces as required by the fire department. 2. Fire extinguishers are to be famished and installed by the General Contractor. Pkcement, location and number of extinguishers is to be determined by fire code officials. 3. Fire hydrants by to be installed prior to above ground construction. I. GLAZING 1. This project contains glazing that will be subject to federal glazing standards. Glazing subcontractor shall be responsible for adherence to the requremens. B glaze,g subcontractor finds onyhing in the documents not compliance with the standard, he shall bring cEscrepandes to the attention of the Ardhitect before proceeding with the work 2 All gyve at doom and seethes shall be tempered safety glazing. J. FINISHES 1. Samples of all finish materials and paint colors specified (tall be submitted for upprovol to the Architect prior to the commencement of work. Refer to specif lions. 2 There shall be no expos. pipe, conduits, ducts, vents, etc All such lines :hall be concealed or furred and finished. unless rioted as exposed construction on the drawings. 3. Offset studs where requt•ed, so finish wag surface *RI be flush unless noted otheiwise.. Provide furring at existing partitions as:. required to install electrical items indicated in the drawings. 4. All finish materials shall comply with the flame spread class as identified en UBC Table 428. 5. Where columns occur 0 eeas scheduled to be finished, they shall receive the same finish as the room unless noted otherwise: 6. The: Contractor shall furnish shop drawing( for the Architects approval prior to manufacture of any cabinet work millwork and arty other special items requiring custom shop fabrication. K. PLUMBING /ELECTRICAL/MECHANICAL. 1. Electrical/Telephone outlets shall be mounted vertieNy at + 15' unless otherwise noted. All wall mounted receptacles located over casework counters or in casework are to be mounted horixontolly. AR plumbing pipes in wets shall have acousticd irsulatian. Mechanical contractor shall propose lace.. of all thermostats and obtain approval from Architect 4. Coordinate all junction thy and outlet locations lab casework contractor. ://1 junction boxes flexible caduds, outlet boxes rec.., lights and all other electric, components e re *da a for power and.Gghtinq.srilKs casework e famished a com contractor. Ge in ytbbt 'by'the arseuork net, Tr is corttadtte w(ewak snap 0rawirgs required 111 ..work pee nd quantify of supply oil a required for all outwork 'lets and et electrical wooly aY mate... permits, and labor wo ork -2d -I items. connections to s to coordinate with items 5. The Contractor a to ordine with Owner suppled naity data wiring. equipment a d occe to roulade but ut not limited conduit anc J -box loc.aatio ons and power requirements. 6. The ems tctor 0 to but limited Owner ,iyd . d da t w a wiring locations. to include but not ionns, eonne to: dons a nd w and data ving ng re box locations, quir me tia, connections wed! mounti mounting requirements. 3. SIGNAGE 1. All eignage shall comply as required with the ADA Vicinity Plan o Strander Blvd ex of Dr Site Plan e Not to Scale ca e 1- m Y as Architect Emick Howard & Seibert, Inc. One Union Square 600 University Street, Suite 1818 Seattle, WA 98101 (Tel) 206 - 223 -4999 (Fax) 206-223-4990 Contact: Dave Lewis Contractor wings James Christensen Rd Andover Park E roject Team Area of Work 2,675 sf Landlord Tri -Land Corporation 1325 4th Ave #1940 Seattle, WA 98101 (Tel) 206 - 624 -4494 (Fax) 206-624-5014 Contact: Jack Link Tenant Date Permit No TBD Bogart Golf, Inc. 10843 N.E. 8th Street, #217 Bellevue, WA 98004 Tel) Fox) . Tel) 425 - 452 -9836 Contact: fl�_. (Fax) 425- 452 -1737 rn +nn +• Cnn ++ Pnire +cr FILE COP understand that the Plan Checir appr ubject to errors and omissions and a fans does not authorize the via ation dopted code or ordinance. Receipt o actor's copy of approved plans ackno Byql 14414_ REVISIONS NO CHANGES S1- 1, BE MADE. TO C a SCOPE OF WORK WI HO NHS P I., rem' OF TU :(WILA x1 role MAY ItiO,UDE AQOITO A4 PAN REPLAN W FEU, k. vale are royal of f any con - !edged. EMICK H OWARD SEIBERT, INC. One Union Square 600 University Street - Suite 1818 Seattle. Wa 98101 TEL 206. 223. 4999 FAX 206. 223. 4990 DRAWN : KK CHECKED: DL DRAWING 15 5 U E D DATE : issued for Permit/ Pricing 03.29.01 NO. DATE DESCRIPTION BY C L I E K imenanewri APPROYA. APPROVED: APPROVED: Andover Plaza Tukwila, WA 1703.109 ver Sheet REVISIONS PATE PATE ErfaffEEMEM S H E E T T I T L E PROJECT T I T L E ff rd APR -3 2001 SGA CORPORATION P R 0 .1. .N 0. SHEET NO. RECEIVED '.;IN OF TV'^Nlle Nolid /11Wad Issued for Ware n. L IO'6tE0��l ArchitecturaI C5-! Cover Sheet . A -1 Construction Plan A-2 Reflected Ceiling Flan/Ceiling Details A -3 :Enlarged Plans/Elevations /Sections F -! Retail Fixture- Cash Wrap Desk Symbols Column Gridline Room Reference Building Section Wall Section Plan Detail Interior Elevation Match Line AB. AC. ACT. AD. ADA MT AGGR. ALUM. ALT. ANOD. ARCH. BD. BIDG. BM. BO`. BRG. BRZ. B/S B.U. CART. CEM. C.G. C.JT. CLR. CLG. C.M.C. CO COL CO.. CONT. CORR. CPT. C.T. CU.Fi. CU.YD. C.W.L DEMO. D.F. DIA OIM. ON. DS O.W. DWG. G LI.F.S. EJr. SIC. EL E E0. E TJ: IXP. EXT. F.D. . F.E F.E.C. F.F. FLUOR. F.O.S. F.O.S. F.O.C. F.O.F. .FO.M. F.OlC Anchor Bolt Air Conditioning Acoustical Ceiling Tile Arco Drain Anwricon Disability Pct Board Blocking Beam Bottom'. Bearing Bronze Building Standard Basement Bent up Cabinet Cemerd Comer Guard C JokA Cha.r r Cati.g Ckset Concreb Masonry Unit Concr Column Com!ru Conoue U Carpet Ceram, nil` Cubic Foot Cu. Yard Cold water arse Osman a Drinking Fountain Diameter Dimension Down Door Downspout .wing Ea Exterior Insure/Ion and Flee Syeenn Expansion Joint Electrical F Height Bevation w) OevoWr Equal Equipnsnt Existing Expambn Exterior Floor Drain Foundation Fire Extinguisher Fire Extinguisher Cabinet Finish Feu Fnish Fl Face of Stud Fau of Cuae Fau of Fnieh Face asonry Famish ed M by owmr and inatolloe by contractor Fireproofing Foot/Feet Fire Relardanl Treated / ®\ ilea e Hec6n g/VenGlatirg /Air- CoMifialinq Hardwa Hardwood Hollow Metal Horizontal rig Hot Water Heater Hot omen use nude Diameter nch/In has ncandescenl time kBOn nterwr Glass Fair Reinforced Concrete 1021 Detail North Arrow Revision ®- - Datum Point lAV. LF. LT. LTC. MACH. MAX. MECH. FR. MFR. MIN. MISC. ID. M1RL is N.I.C. N0. NW. N.T.S. OA o.c. D.D. O.F.RD. DPN OPP. G 0.5. P.WI. PL P.L PR P.S.F. P.S 1. P.T.D. P.T.O. P.T.R. FA/MT. OT. R. R.B. R.D. RAG REfR. REIN, REEL REGD. RM. R.O. RES. REV. R.T. S. S.C. SCH . SEWN. SNT. S SIM. S.O.G. SPEC. so. So. s.s F. S.S. S. STL STD. S TRU Sr SP. AL SYM. T. T.B. TEL TEMP. THx. Tara T.O.S. T.O.P. T.P.D. TYP. U.N.O. UR. ORL V.C.T. VENT. VERT. VEST. Y.W.C. w W C. WC. WD. W/0 WP. W W W.W.R. e Door hi 1 m' erne Wall Type Sheet Notes bbreviations Laminate ternary Lined Feet tight lighting Moraine Maim. Mechanical Mmdxane manufacbmr Minimum Mo M etal Metal Materkl o-- 0 a Not in E6P-act Num. Not a Scale ano*y The Rwbwr. Air Rubber Base Rea (Main Rasie Refrigerator Rai axing Reflected Required Roan Raga Opening Resilient Revision /Rexene Re6ud Tile Sa. Sok Care S .disk Sheet Sheathing Sm./ . Stub an Grab Specaicolion Square Square feet Sercu Sink Sta... Steel Stec Standard $WC w'e/Sbtdurol Suspended SyrnmaV' cal hod rowel Bar kmper. hick u Groove loop d M gab lop of Parapet Toilet Popov Cispenaer Keical 0.4 Noted Otherwise Udnd UtOty Vinyl Van/ Compoai1i Tile Veneration Vertical Vatitgle Vinyl Wad Covering Weth Water Ckeet Wakoseri g Wood Without Waterproof Water Resistant Weghl Welaad Wire Rainforcina Ore Center N Cmle Nola` Diameter oxwea• Raw cam Opposite Peek. ScuPPer Pkstk Laminate Pbte PrefeenY Fhwood Lrw Pau pwMs per Square Foot PauMl per Square Inch Pail Pqw Towel .oenser Paper Towel Receptacle Pavement G e eral Notes A PROJECT DESCRIPTION 1. This project consists of a r emodel of part 9. on existing office building. No changes to the existing structure are proposed. 10. B. CODES 1. The 'Uniform Building Code ; most recent edition with Washington 11. State Amendments and all other applicable =ion: In a having jurisdiction shall govern design and Construction. In cos of any ct ein the ethds o sndf nstalt of the mater wher speed d m not. equaor or tadar exce o ed the i requirements of the laws r tlinonces, the Iowa or l ordinances shall govern. Notify the Architect of a!I confiics. C. THE DRAWINGS k SPECIFICATIONS 1. Civil, structural, electrical, mechanical, plumbing and landscape drawings ore supplementary to the architectural drawings. It shall p sc be e e respo of each Contractor to check with the ar ire ura l dra win g s before the inatsllotion of their Work Any s be brought between the Architect's l and other drawings shall be brought to the Archite<t'a attention for ci a specifications The specifications s are o port of this contract and under Pl sa hlIte c th e o backgrounds on Civil, swings, structural. e electrical, mechanical, landscape plumbing, Iandspe drawings, etc., re for thn purpose only of 'llwtrating general plan configuration. Such pions shall not be wed for portions of the work other than that pertaining to the title of each sheet. Refer to the appropriate sheet for each specific portion of the work 4. All ark s new unless indicated otherwise. 5. Doors and weed openings without location dimensions or details ore to be looted 6' from the adjacent wail or centered between walls. Repetitive features not fully shown or noted on the drawings shall be wmpletey provided as if drown in full. Throughout the drawings are abbreviations which a n common use. The list of abbreviations provided es not intended to be a complete list. The Architect will define the intent of any in question. 2. 3. D. DIMENSIONS 1. The Contractor shell focus special attention on a field review of the existing conditions prior to ...lion. Any conditions that are found to be inconsistent with the documents or where the intent is in doubt, should be brought to the attention of the Architect for resolution. 2. DO NOT SCALE DRAWINGS. The Contractor shall use dimensions hewn on the gs and actual field measuremn et, "°` 14 ' the Architect if draw any in discrepancies are fountl. Note that No dimensions a e to face of exterior .con rete oval;, exteror column and face of finish or center line of interior sWcturel column unless obviously shown or marked otherwise. E. COORDINATION 1. Each Contractor allot! be responsible for the verification and coordination with other Contractors to secure compliance of drawings and specifications, and the accurate location of openings for mechanical, electrical, ',and miscellaneous equipment. Each Contractor shall be responsible for the joining of his work to the work of 'other trades. F. IXRS AJI exits shall be operable from inside without a key or any special knowledge or effort, and shall be equipped with panic hardware weqr uied end indicated. 2. AJI thresholds here ore r 1/2' elevation change max. with bevel edge. 3. All exit signs shall have letters six (hes high minimum, and shall conform with applicable codes. ,. . GENERAL CONSTRUCTION 1. The Contractor shall investigate and verify locations of mechanical and electrical elements and other existing conditions. Notify Architect of any conducts prior to beginning work 2. The Contractor shall veriy sizes and locations of all openings for mechanical equipment with the mechanical contractor and approved shop drawings. The Contractor shat: verify sizes and locations of all mechanical equipment pads and bases s r h well os power, w or drain installation with equipment -onufocturers prior to work 3. The Contractor shot! keep areas under construction clear of dirt and debris caused by demolition and shell store construction materials and equipment in areas designated by the owner. 4. All exterior wall openings, flashing, counter flashing and expansion joints shall be constructed in such o manner as to make them weatherproof. The junction of the roof and vertical surtaxes shall be flashed and counterflashed in a manner to make them waterproof. C. Verify location of fans, grilles, etc. at building exterior with Architect 6. Provide galvanic insulation between dissimilar metals. 7. Stairs or ladders used only to attend equipment shall comply with OSHA regulations. 8. Where floor drains or floor sinks occur, all Finish floors shall slope to drain. 12. 13. All partitions extend to underside of structure above unless noted otherwise. M partitions shall be constructed with 2 1/2' metal studs 25 Go- at 24c.c., with 5/8" type X' GV/B each side wlese noted otherwise. The Contractor shall be n- sponsible for providing all blocking for all wail r d ceiling nted items, including hardware, lighting fixtures, grab bars and N.I.C. interior millwork. Provide sheet metal reinforcing (8' horieontalty mounted strip of 20 ga. galvanized sheet metal) in partitions for in tatlatan of wall 'hung cabinet work and pow g where indicated on drawings, including all owner provided .mat The Contractor shall provhe hoisting for items famished by by others. The Architect rill furnish a fist of such Hems for the Contractors use and coordination. NI F.O.I.C. (furnished by owner. installed by contractor) items are to be delivered by owner to designated area for heating. All pl framing mr, ywod conceded wood stag be Fire Retardant lu Treated be (FRYo and conce ;. 14. The Contractor shall guaro.etee all work against fault of any mat.al or nsh:n fora period of wt les tha s n ore year after com,ypletipeti on end scotch.. Faulty work eh.. replaced or repaired at Contractor's expense. H. FIRE PROTECTION 1. Provide fire dampers at all supply air and retem air outlets, inlets or ducts penetrating fire retied assemblies enclosures, partitions, floors or surfaces as required by the fire department. 2. Fire extinguishers are to be famished and installed by the General Contractor. Pkcement, location and number of extinguishers is to be determined by fire code officials. 3. Fire hydrants by to be installed prior to above ground construction. I. GLAZING 1. This project contains glazing that will be subject to federal glazing standards. Glazing subcontractor shall be responsible for adherence to the requremens. B glaze,g subcontractor finds onyhing in the documents not compliance with the standard, he shall bring cEscrepandes to the attention of the Ardhitect before proceeding with the work 2 All gyve at doom and seethes shall be tempered safety glazing. J. FINISHES 1. Samples of all finish materials and paint colors specified (tall be submitted for upprovol to the Architect prior to the commencement of work. Refer to specif lions. 2 There shall be no expos. pipe, conduits, ducts, vents, etc All such lines :hall be concealed or furred and finished. unless rioted as exposed construction on the drawings. 3. Offset studs where requt•ed, so finish wag surface *RI be flush unless noted otheiwise.. Provide furring at existing partitions as:. required to install electrical items indicated in the drawings. 4. All finish materials shall comply with the flame spread class as identified en UBC Table 428. 5. Where columns occur 0 eeas scheduled to be finished, they shall receive the same finish as the room unless noted otherwise: 6. The: Contractor shall furnish shop drawing( for the Architects approval prior to manufacture of any cabinet work millwork and arty other special items requiring custom shop fabrication. K. PLUMBING /ELECTRICAL/MECHANICAL. 1. Electrical/Telephone outlets shall be mounted vertieNy at + 15' unless otherwise noted. All wall mounted receptacles located over casework counters or in casework are to be mounted horixontolly. AR plumbing pipes in wets shall have acousticd irsulatian. Mechanical contractor shall propose lace.. of all thermostats and obtain approval from Architect 4. Coordinate all junction thy and outlet locations lab casework contractor. ://1 junction boxes flexible caduds, outlet boxes rec.., lights and all other electric, components e re *da a for power and.Gghtinq.srilKs casework e famished a com contractor. Ge in ytbbt 'by'the arseuork net, Tr is corttadtte w(ewak snap 0rawirgs required 111 ..work pee nd quantify of supply oil a required for all outwork 'lets and et electrical wooly aY mate... permits, and labor wo ork -2d -I items. connections to s to coordinate with items 5. The Contractor a to ordine with Owner suppled naity data wiring. equipment a d occe to roulade but ut not limited conduit anc J -box loc.aatio ons and power requirements. 6. The ems tctor 0 to but limited Owner ,iyd . d da t w a wiring locations. to include but not ionns, eonne to: dons a nd w and data ving ng re box locations, quir me tia, connections wed! mounti mounting requirements. 3. SIGNAGE 1. All eignage shall comply as required with the ADA Vicinity Plan o Strander Blvd ex of Dr Site Plan e Not to Scale ca e 1- m Y as Architect Emick Howard & Seibert, Inc. One Union Square 600 University Street, Suite 1818 Seattle, WA 98101 (Tel) 206 - 223 -4999 (Fax) 206-223-4990 Contact: Dave Lewis Contractor wings James Christensen Rd Andover Park E roject Team Area of Work 2,675 sf Landlord Tri -Land Corporation 1325 4th Ave #1940 Seattle, WA 98101 (Tel) 206 - 624 -4494 (Fax) 206-624-5014 Contact: Jack Link Tenant Date Permit No TBD Bogart Golf, Inc. 10843 N.E. 8th Street, #217 Bellevue, WA 98004 Tel) Fox) . Tel) 425 - 452 -9836 Contact: fl�_. (Fax) 425- 452 -1737 rn +nn +• Cnn ++ Pnire +cr FILE COP understand that the Plan Checir appr ubject to errors and omissions and a fans does not authorize the via ation dopted code or ordinance. Receipt o actor's copy of approved plans ackno Byql 14414_ REVISIONS NO CHANGES S1- 1, BE MADE. TO C a SCOPE OF WORK WI HO NHS P I., rem' OF TU :(WILA x1 role MAY ItiO,UDE AQOITO A4 PAN REPLAN W FEU, k. vale are royal of f any con - !edged. EMICK H OWARD SEIBERT, INC. One Union Square 600 University Street - Suite 1818 Seattle. Wa 98101 TEL 206. 223. 4999 FAX 206. 223. 4990 DRAWN : KK CHECKED: DL DRAWING 15 5 U E D DATE : issued for Permit/ Pricing 03.29.01 NO. DATE DESCRIPTION BY C L I E K imenanewri APPROYA. APPROVED: APPROVED: Andover Plaza Tukwila, WA 1703.109 ver Sheet REVISIONS PATE PATE ErfaffEEMEM S H E E T T I T L E PROJECT T I T L E ff rd APR -3 2001 SGA CORPORATION P R 0 .1. .N 0. SHEET NO. RECEIVED '.;IN OF TV'^Nlle CPT -I CPT -2 13IE CPT -I 16' -5" R " - 9 11 I CPT-11 ICPT -2 ICPT -I I CPT -1 Office 108H CPT -I !CPT-21 4 Existing Restroom 1106 Existing Restroom 11051 Kitchen Club House Studio D Short Game - Seating Area 101 Lobb H-- 1011 Existing E Iectrfca I ,76 NO WORK THIS ROOM Scale: 1/4" _ I' -0" CPT -21 Studio C Right / L eft CPT -2 Studio 5 1 CPT -2 I CPT -I I 4 I/2" Typ. Studio A 112 I Cash Wrap Construction Plan PARTITION NOTES An partitions, unless otherwise noted, shall be constructed with 3 I/2 ", 25 GA. metal studs at 24" O.G. with 5/8" type X gy psum wallboard each side. Offset studs, where required, so that finished partition surface will be flush, unless otherwise noted. Provide furring at existing partitions as required to install electrical items as Indicated on the drawings. Door and cased openings without location dimensions are to be six inches from Face at hinge side of door to adjacent partition. All exit doors shall be operable from the inside without use of key or any special knowledge or effort. Provide sheet metal reinforcing (8" horizontally mounted strip of 20 GA. galvanized sheet metal) in partitions for installation of wall hung cabinet work and paneling where indicated on drawings Including all owner provided items. Contractor to verify dimensions For all plumbing partitions. Contractor to provide shop drawings for designer approval prior to manufacture of any cabinet work, millwork and any other special Items requiring custom shop fabricated work. PARTITION LEGEND = = == Demolition Existing partition to remain Partition to underside a a.c.t. grid 3 -1/2" metal studs *24' O.C. from floor to under side of A.C.T, w/ 5/8" type 7C GU15 on both sides KEY NOTES Qi Align finished surfaces. Q Golf swing studio, see VA-3 for typical. Typical studio to be rotated 430" here, as show. ®Right/Left Hand Golf swing studio, see 2/A -3 for typfcaL Typical studio to be rotated 430' here, as Shown. ® Short Game studio, see 3/A -3 for typicaL Typical studio to be rotated 435' here, as showts- ® Cash Wrap desk, F.O.I.C. © New serving counter, see section ® Provide /Install framed cork board, see 4/A -3. ® Cut -out through wall, see elevation for location 4 size. ® Provide cable to TV. © New electrical panel location Ii Provide 24" deep plant, PL -3 work top at +2S° aft. w/ knee braces below, and adjustable standards t brackets, 2 rows of PL -3 shelves from +4' -6" a.ff to +T -0" ass. Provide 2 -1/2" dia. g rommets', at both ends of counter 12 Provide heavy duty adjustable shelving standards t brackets From +12" a.ff. to +1' -0" a.ff. t PL -3 15" deep shelves 6 rows of shelves, high Q Existing Kitchen cabinets to remain ® Provide 3/4" x 4' x 4' non - combustible plywood, mount down From ceiling, paint to match wail Structure above ), Space brace at 4' -0° O.C. alternate direction (180') every brace 45 mlrl. 2. 3. 4_ 5. 6. 1_ OOR SC4EDULE DOOR NUMBER TYPE OF DOOR E. Existing to remain t HARDWARE e.- Existing to remain NOTES- All new hardware to be lever style. ELECTRICAL NOTES AE wall mounted telephone and electrical outlets to be instal!ed 15° above Floor unless otherwise note All telephne and computer wires shall be pulled by tenant's contractor unless otherwise noted. Electrical contractor shall provide pull wires and mud rings at each location. ELECTRICAL .LEGEND Duplex receptacle outlet hi* Duplex receptacle outlet - dedfcated circuit 00 Fourplex receptacle outlet 14= Shared fc. 7 ' ex dedicated circuit 1201420A. 1� Bali mounted conloirtation phone/data outlet 0 E GFI J -box Existing to remain Gro+sld fault interrupt lex Brace 3/4" dia. rigid metal conduit as ovum or 25r.:& steel studs (alternative) alternate (180') direction every other brace. Flatten end and bend, screw to top trade of partition w/ self' tapping sheet metal screw, screw other end to underside of structure above Notch ceiling tile as required Provide at all partitions O Detail - Partition Stabilizer, Typ. Scale: NTS Movable ceiling drop, cables to be within H0-2 see sheet F -2 for Hardware Schedule Duplex receptacle outlet - dedicated circuit t20V, 204 combination phone/data outlet NOTES-. Contractor to reuse and/or relocate existing electricaV telephone outlets where possible. All existing electrical/ telephone outlets not shoum are existing to remain. Contractor to provide conduit t conduit/ pull wire from wall to outlets a cash -wrap desk GENER4L FINiS; -4 NOTES Contact designer For on -site walk though to confine all finish locations prior to commencement of work Provide paint sample on wall for designer approval prior to commencement of work. Contractor to provide submittals of all finish materials For designer's approval prior to commencement of work. Contracotor to provide carpet seaming diagram for designer's approval priorro commencement of work. Center transitions under doorway unless otherwise noted. For additional finish notes see interior elevations and reflected ceiling plan. All walls to be PT -1 unless noted otherwise. All doors, door frames and relite Frames to receive PT -I, semi -gloss paint, unless otherwise noted. R13 -1 throughout unless otherwise noted. General carpet to be CPT -I t CPT -2, installed In 6' -0" bands, running the short direction (North/ South), see plan. - Screw to track w/ 2 sl0 screws ® 24" O.G. /- 029 FINISH SCHEDULE " "ALL CARPET- PROVIDED BY OLLNER, INSTALLED 5Y CONTRACTOR.. CPT -I General Carpet Manufacturer: (grey) Pattern: Color: Install: CPT -2 General Carpet Manufacturer: (black, Pattern: Color: lento,,: CPT -3 Studio Manufacturer: Pattern: Color: ;rata II: Rubber Base R8 -1 general Manufacture: Pattern: Color: rDF -1 Plaettc Laminate PL -1 metal accent casework species: Flnlsh Notes, PL -2 general- retail Manufacturer: Pattern: PL -3 geraral- office Manufacturer: Nevamar Pattern: nr PT -1 general Manufacturer: Colo, Finuht PT -2 - accent Manufacturer: (ceiling) Color: Flnletn PT -3 accent Manufacturer (orange) Color: (Pantone 15050) FInteh PT -4 accent Manufacturer: (green) Color: (Pantene 315) Finish PT -5 accent Manufacturer: (yellow)s (Pantone 1010) Flnlsk PT -6 accent Manufacturer: (grey - black) Color: Flnleh PT -1 accent Manufacture: (blue - green) Color: Finch PT -8 accent Manufacture: (light greet) Color: '. flnlsh DToml DR-I Fabric Manufacturer: Pattern: Color: Content met.: Lining Manufacturer: Pattern: Color: Hardware Manufacturer: Style Mounting: DR -2 Het Manufacturer: Hardware Manufacturer: Style Mounting: FINISH KEY NOTES FIN!S>� KEY CPT-21 Floor Finish Wall Accent Finish Shaw Contract Scepter 11 50521 Twine 43161 direct glue Shaw Contract Scepter 11 50521 Coal 43500 direct glue Shaw Contract Mlzono 50313 lthlsper 53511 direct glue Roppe 4" high rubber base, coved P133 Black -See 52 thIC2 ns density fbe'ooard clear, catalyzed varnish or equivalent 2 seal coats w/ scuff sanding between coo a picas 2 top coats with scuff sanding before last coat Edges should be radiused (I/8`) or eased Each caseptece should be fabricated from tl-e same batch of MDF Manufacturer: Formir4, 05,, Meta! : , 11 Ion Pattern: 4164 Twister Plonite 56228 -5 Slate HLT004T SlIveline Hautelirk Textured ICI 2006 Frost e9gshell on walls /semi -gloss on doors + frames Parker Paint 8222W Desert Fawn o99ehe11 on walls /flat on ceiling Sherwin Wlltlams 1531 orange Zest eeml -gloss Sherwin Williams 1101 New Leaf eggshell Sherwin Williams 1618 Bistro Yellow seen- globe /91oss on casework Parker Paint 81165 Blacksmith e9gshell on walls gloss powder cos, on cash desk metal surfaces BenJamin Moore 149 e99ehatl Sherwin Williams 1106 Mantis Green eggshell Fabricut Contract Savage -L cusom color, tb4 100% Avora FR Polyester 2. Bottom of drapery to be weighted 3. Drapery to have 15 times fullness Fabrlet Contract Thrifty FR Ivory Kirsch 5600 Cubicle Heading Suspended w/ cubicle suspension system (grommet) Bottom of track to be at I0' -6" Drapery mounted on hooks, approx. 4" below track NET ONLY. 9r081ded by owner Ti' -0 "w x 11' -0 1 1, Kirsch 5600 Cubicle Heading Suspended w/ cubicle suspension eyetem (grommet) Bottom OF track to be at 10" -6" ass Net mounted on hooka, approx: 4" below tract Q1 Existing'flnlshes to remain' (Including floor, walls, base, door 4 frame) ® Paint door 4 frame PT-1,. semi-gloss finisht, both sides ® Accent wall to'be painted with pattern, see 'elevation ® Drapery at Studio D to be surface mounted (ceiling is 410' -0 "- verify) le EMICK HOWARD SEIBERT, INC. One Union Square 600 University Street — Suite 1818 Seattle, Wa 98101 TEL 206. 223. 4999 FAX 206. 223. 4990 DRAWING DRAWN : KK CHECKED: DL 5 5 8 5 8 DATE :Issued for Permit/ Pricing 03.29.01 NO. DATE DESCRIPTION BY C L 1 iE Ylh T APPROVAL APPROVED: APPROVED: Andover Plaza Tukwila, WA 1703.109 A -1 REVISIONS DATE DATE: S H E E T T I T L E Construction Plan P R O J E C T T I T L E d ' REVIEW SET EwICK NDNARD A SEIBERT BY nl DATE Ol 29 01 PROJ. N0. S H E E T N 0 . IT RECcIVEO Lighting Fixture Schedule Note: New Light fixtures to be provided by owner, installed by contractor Amor fixtures yY° ,.w..rrWWW Nee , p„.,aW,wG, 1 Catalog Not ay. MS 5n. _ inP -" - - Ballast Input uti, Remarks Fl EXISTS. TOR MAIN RELOCATED 0" 0 0 58 I♦, N EXISTING/ 11 INCANDESCENT 4' ROUND FROSTED UNITE GLASS P9JpANT PRUDE, uarrA CHROME DETAILS ADD CANOPY - - I Phillips GE 60A1S 3000 WA 60 Mtd M. 6' -0• AF TI H CAKE ExTRIDED ALU111421 smLE gRCWT TRACK WW1 20 APP RATED SOLID COPPER DCIOU:.TORS, ADD SLACK FNIBH MORN LT4,66,12 -8 -ROD WA WA WA WA WA WA Trade euspenied to 10'-6" above foe , 10' -0 • 0102 v v v r ' bun - I DISPLAY LIGHTILYs, !CANDESCENT PAR 30 AD.a-"T^T -' - - ?_ _ r'. r, _, WITH MGM - ON-0FF eWTCAL SURE SET MEL, E&AGG IRON ADD FETAL LAMP NUDE CTL610- 0AA630 -S-RDD Lamp to be GE 15PAR30MfL25 DEG 1 Ftellpe GE I5PAR30 Halogen Flood 25 decree '''" WA 15 Alm FlxWes Per Arditect'e Instnlctlom T4 T VT EXEMPT DISPLAY LIGHTS. 5508' FLDORF- 610I1 AA/AMBLE DE CAST Au mat TRACK FIXTURE W114 MEem& CN-CFF SwTCH, =Imam ADAPTERS, ELECTRONIC BALLAST D1104 END OF LFE sWTOMATC SHUT OFF CIRCUIT, SPECI.AR REFLEC1RO, PARABOLIC LCUvER AND BLACK FNIe4 cone. CTL642- 15 -R0.11 2 Phllllpa GE ;H 3500 Electra. SaILDA Am Mauve Per Archltect'e Instructions DOT -E1 CO EXIST.* EXIT LIGHT TO REMAIN - - - - - - - Location Fixture Description Amor fixtures Watts / Fixture Watts Proposed 4' Fluorescent tube fixture 5 58 810 Incandescent pendant fixture 3 30 90 0" 0 0 Existing Restroom Existin Restrog om Kitchen Club I-louse Location of power Feed Studio Short Game Relocate sw itch — Seat fro Area 1101I 108 Existing IectrIca l Scale: I/4" = I' -(D" Studio C Right/ Left Location of power feed Exist. sprinkler location Studio B Location of power feed Studio A Existing A.C.T. clg. e i1r -9e AFF Location of power feed Soffit line Existing AC.T. Clg. a 10-0" AFF t Cash Wrap Reflected Ceiling Plan Lighting General Notes e) .r .Damper at all supply and return air outlets, inlets, or ducts penetrating fire rated assemblies, enclosures, walls, floors, or surfaces, and as required b Fire department Contractor shall obtain approval from designer for all thermostat locations. All required exit signs shalt have letters six Indies high minimum and shall conform with applicable codes. Light switches to be installed centered at 48" high Multiple switches should be ganged together unless otherwise specified. Contractor shall provide emergency lighting, strobe lights. audiovisual alarms, to meet all applicable codes. Lighting Calculations Maximum allowed lighting Location Occupancy Deecription' . Retail A Allowed watts per sq. ft Total Allowed Watts Area In sq. Ft Allowed x area 2 2,615 2 Prop Lig hting wattage (Interior) ® +10' -0" NOTES: Any fosterling to adJacelt walls is to occur from top surface Fill all seams in mdf and paint so seams are not visible No fastening hardware is to be visible from underside of "0" varies fi Lighting Key Notes QI Suspended "0', see Vice! section, 2/A -2. Paint PT -3 ® Suspended e 0`, see ideal section, 214 -2. Paint FT-5 C Switch to control all fixtures at studios. ® General switching (excluding OFfice, Restroom and Studios) to be located on this wall ®5 Center track system within Studio. © Fluorescent Tx 4' Fixtures to be on 3 -wag switch. Switches to be located at back entrance 4 with front entrance switch bank, see keynote 4. Ql Pendant light fixtures to be centered over desk transaction surface. ® Not Used 0 Two switches to control light fixtures at .110 Studio. See switching lines for switch groupinci. ® Portion of ceiling grid/tile raised to 4' -9" btaFPropoaed Watts Contact designer prior to installation to discuss cable supports 4 cable supports, or more, per "0 ", as required varies varies ® Typical section at suspended "O" Scale: l" = I'-D" 960 — Cable (12 ga. wire min. w/ 3 wraps) support to structure Existing acoustical ceiling the 4 grid Suspended "0" open in center, see plan Blocking at center of "0" sides w/ cable attachment Suspended mdf "0" F 2 layers of 3/4" mdf at all edges of "0" Paint underside 4 sides, see RC.P. for paint spec 0 - 029 EMICK LLV Tt LLS�L SEIBERT, INC. On. Union Square 600 University Street — Suite 1818 Seciiie, W. 93101 TEL 206. 223. 4999 FAX 206. 223. 4990 DRAWN : KK CHECKED: DL D RA'4i,' S S U E D DATE : Issued for Permit/ Pricing 03.29.01 R EVISION5 O. DATE - DESCRIPTION BY C L I E N T APPROVAL APPROVED: APPROVED: Reflected Ceiling Plan Ceiling Details Andover Plaza Tukwila, WA 1703.109 A -2 ©Erniok Howard a Seibert kw. DATE DATE PROJECT T I T L E S H E E T T I T L E PROJ. N0. S H E E T N 0 . APR 0 6 2001 Side View at return equal 14' -0" Tee mat F.O.1.0. CPT -3/ Camera monopod mount anchored to floor, F.O.I.0 ®Typi Plan at Standard Studio oa Scale: 3/8" = I' -0" 6'x4' cork board Paint cork surface black, position TBD Brushed stainless steel frame if" wide equa I ® Elevation at Club House Scale: 3/8" = I' -0" Note: Contractor to verify location of camera monopod floor mount w/ owner. - Line of Net and net track DR -2 Track to accomodate net, size: ll' -0 "w x 10-6 "h Camera monopod mount anchored to floor, F.O.I.0 Outline of drapery <�4 drapery hardware track, DR -1 Drapery to close around entire outline of Golf studio Install drapery, DR -1 so opening is at end opposite of net, DR -2 CPT -I See Floor Plan CPT -2 For carpet pattern layout Paint wall PT -4 q) equal .:.. e 12' -0" 1 i i equal Paint wall PT -8. RB -1 Side View at return Camera monopod mount anchored to floor, F.O.i.0 Note: Contractor to verify location of camera monopod floor mount w/ owner. equal Tee mat, F.O.IA. - 14' - 0" CPT -3/ Camera monopod mount anchored to floor, F.O.I.0 equal Camera monopod mount anchored to Floor, F.O.I.0 ® Typicaf Plan at Right /Left Hand Studio Scale: 3/8" = I'-0" Quantity of (1) per store 5' -6• �GPT -1 See Floor Plan CPT -2 for carpet pattern layout wall to underside of ACT. g O. ® Etevation at Lobby Scale: 3/8" • 1' -0 Line of Net and net tract DR -2 Trade to be continuous era. id entire perimeter, as shown net Size 1T- 0 Camera monopod mount anchored to Floor, F.OJ.0 Outtit� of drapery 4 draper, hardware track DR -1 Drapery to close around entire outline of Go!f St- fa Install drapery. PR-1 so oper"sr.T is at end' opposite of net DR-2 * Dot painted on GM, PT -3 41/2".411.a. 60° dfa. cut -out tfourah wall ±155° wide circular band of paint, PT-3 tc surround cut -out Inside of cut - out to be ffnfshp-d GM, paint PT-3 Opposite side of wall surrounding circular cut -out to be finished same as shown here * Size /location of Items to be determined b graphic, which is supplied b owner PLAN UNDER REVIEW Plan under review ® Typical Plan at Short Game Studio Scale: 3/8" = I' -0" Quantity of (I) per store CPT -3/ Existing kitchen counter -New service counter, PL-2 Apron, PL -2 - Blocking Do not use visible angle supports ® Section at Service Counter Scale: 1" = I' -0" Outline of drapery ��4 drapery hardware track DR -I Drapery to aose around entire outline of Golf studio Install drapery, DR -1 so opentno fs at end opposite of net, DR -2 CPT -I CPT -2 See Floor Plan for carpet pattern layout MUI� amtzmmemor EMICK HOWARD SEIBERT, INC. One Union Square 600 University Street — Suite 1818 Seattle, Wa 98101 TEL .206. 223. 4999 FAX .206. 223. 4990 waseemeses D RA WIN( DRAWN KK CHECKED: DL 0 A 10 Issued for Permit/ Pricing 0,7-29.01 NO. DATE DESCRIPTION BY C L I E N 1 APPROVAL APPROVED: DATE APPROVED: DATE Typical Elevations & Sections PROJECT T I T L E Andover Plaza Tukwila, WA 1000 E E REVISION: S H E E T T I T L E 1703.109 P R O J. N O. SHEET N0. ® RECLINED APR 0 6 2001 0Em9k Roran" k Seibert Ine. Existing Restroom ICA Studio D Short Came Exrstrng E lectrrca I 1091- Furniture Plan Scaled I /4" Studio C Right/ Left 110 DDI Dig EMICK HOWARD SEIBERT, INC. O ne Union Square 600 University Street — Suite 1818 Seattle. Wa 98101 TEL 206. 223. 4999 0 FAX 2C6. 223, 499 DRAWN : KK 09888E8. DL I S S U E D DATE : issued for Permit/ Pricing 03.29.01 NO. DATE DESCRIPTION BY C L I E N T APPROVAL APPROVED: DATE APPROVED: DATE Furniture Plan PROJECT T I T L E Andover Plaza Tukwila, WA F IE - VIEW SET ' E41q(N08RD A SEIBERT BY DI 1703.109 A -4 D RA WING R EVISIONS S H E E T T I T L E rtgeif DATE 03 2A 01 P R 0 J. .N 0. SHEET N0.' L -1 LI' II II II/ III /If )I\ / II II / II II • I I Tf 1I II II / \ II II/ \ II / )Y I 1 t2. I u' � NN / / �� 11 /11 III // II II •\ II II L,u' II " I I 11 '1I II•, / • 11 11 -Tube steel/panel equai \Base, RB -h equal equal L equal equal I -I/2" dia. tube steel supports Rotating monitor platform, MDF -I - Modesty panel below, PL -I on all sides Acrylic brochure holders, F.C.I.C. 4 tiered, to have S slots for brochures, Inside dimensions: 4 -3/4 "w x I -I /8 "d x 1 -I/2 "high Monitor backsplash, PL-1 Rotating monitor platform, MDF -I Secure conduit to back side of panel, paint clips black post caps, typ. to board clamps, typ. (employee side) 4 -plex outlet 4 data outlet mounted to underside of counter R =11'-4" R =12' 5 -I/2" R =13' 5 -in Transaction surface, MDF -I 0 ADA counter, MDF -I' Typ. 3 ._ 4 " varies 3/4" thick mdf panel, PT -5 on all sides 2 -1" Transaction surface r between ADA counter and coved vertical surface Bar stock supports, fasten to underside of ADA counter and to underside of worksurface I In" 3/4" thick mar panel, PT -5 on all sides I -I/2" dia. tube steel supports w/ cover flange • • O Plan at Cash Wrap Desk Scale: 3/4" = I' -0" Scale: 3/4" = I' -0" O O Detail at ADA Counter +18" 1 I/2" Conduit to run from wall, through cabinet 4 grommet in cabinet, along top of panel support posts, to underside of counter, for both surface mounted power 4 data outlets. Conduit to be painted black cpu holder Tube steel frame WorksurFace, PL -2 Attach ADA counter to underside of worksurface ADA counter, MDF -I Skirt, PL -I Acrylic business card holders, F.C.I.C. Fasten to PL -I backsplash Inside dimensions: 3 -3/4 "w x 1 -I /4 "d x I -I/4 "high Quantity = 4, as shown Tube steel frame Transaction PL -2 worksurface ( MDF -I behind mod. panel Logo, attached to surface, F.O.1.O. CPU holder, 14 GA perforated mtl. I/4" dia. I /2" staggered centers w/ bend a flange at top for attachment, paint black OG 14'-0" counter, PL-2 R =11' -0" Modesty panel below, PL -I all sides w G. 2 -1/2" diameter grommet w/ black plastic cover Small angle bracket under worksurface to fasten to unrestrained end of modesty panel, paint black Typical at each end i WI,. len ea NI RAI NW WWI 0 I_ I I to center I of 11'0" radius IN w• direction of plain. pattern 3 '-6" ADA counter, MDF -I Skirt, PI- -I 3'- 6 "a.f.f.® Elevation at Cash Wrap Desk Scale: 3/4" = 1' -0" P to center n of Il'0" radius Monitor platform, MDF -I varies- see plan Verify hand direction of desk with floor plan- Desk shown i1 her is a typical 11 Monitor backsplash, PL -1 Rotating hardware, I 1 mdf mount to tube steel L s transaction surface �. O Section at Brochure holder Scale: 6" = i' -0" Typical angled wall finish: Digital printed' mural applied to wall as wall paper F.O.I.C. Bogart signage, pin mounted F.O.I.C. Counter 4 backsplash, PL -2 - Adjustable shelves 4 cabinet interior to be black melamine - 2 -1/2" diameter grommet w/ black plastic cover through ;. cabinet face Provide — access from cabinet area with grommet n to cabinet with outlets Power/data feed to cash wrap Front desk i -I/8" typ. -) Rotating monitor platform, MDF -I rotatino base centered over tube steel frame PL-i monitor backsp!ash 4 -tier acrylic brochure holder Acrylic business card holders Computer monitor F.0.I.O. 2" dia. grommet w/ black plastic cover Flan at Monitor Platform Scale. 3/4" = 1'-0" Broome Ozer Wn 45:2'x. 4 tiered, clear 1/8' thick acrylic, broth/re holder, fasten to monitor backsplash 0 2' -0" UN.O O z ® Section at Back Counter Scale: 3/4" = 1' -0" Provide blocking in wall behind stgnage, verify location Cut holes through back of cabinet For access to outlets —� O Elevation at Back Counter 9 Scale: 3/4" = 1' -0 P.lam. backsplash 3/4" countertop w/ p.lam. finish k- chrome wire pulls Flush mounted shelf standards 3/4" adjustable shelves 3/4" door w/ plant finish Low pressure laminate . at cabinet Interior, black Base per Finish Plan Contractor shall use Julius Blum 4 Co. Cornectorail system 4 1 -1/2" dia. tube steel or approved equal w/ PT -6 powder coat paint, install per manufaturer's specifications. 1 . -0 " 90' Tee 1/2" thick plywood w/ PL - all surfaces, fasten to tube steel support, fasteners to be hidden from Front side Toe Board Clamp 45' angle Tee Cover flange Core drill reinforcing insert Transaction counter MDF -I 45' fitting Plan. worksurface, PL -2. Provide 90' fitting Section at Cast! Wrap Desk Scale: 3/4" = 1'-0" 2 -1/2" dia. grommets w/ black plastic covers to be located through counter, directly above outlets ADA counter, (0E-I Skirt, PL-1 ® Elevation at side Scale: 3/4" = 1'-0" 0/ 0 2q "Steps to Golf" signs, F.O.1.O. Components similar to 4/F -I Transaction surface, MDF - WorksurFace, PL -2 post to floor at ends of desk only CONWAY ARCHITECTURE, INC. One Union Square 600 University Street — Suite 1818 Seattle, Wa 98101 TEL 9 206. 223. 499 FAX 206. 223. 4990 DRAWING DRAWN : 0< CHECKED: DL DATE X — X — X NO DATE DESCRIPTION BY C L I E N T APPROVAL APPROVED: APPROVED: 1703.109 F -1 ©Conway Arohifeo6, Ina. I S S U E D DATE DATE Retail Fixture Cash Wrap Desk ESESsniMMEI REVISIONS S H E E T T I T L E fit' PROJECT T I T L E 14)46 P R 0 J. N 0. S H E E T N 0 . kaCIVCI1AL I'IV 1 C� THE A ROVED PLANS SHALL NOT BE CHANGED OR ALTERED wITHCUT 4UTNORIZATICN FROM THE BUILDIG OFFICIAL. THE 4FPROvED PLANS ARE REQUIRED TO BE ON NE JOB SITE, SECTION 106.41 UBC 2. CONTRACTOR SHALL VERIFY AND CHECK ALL CONDITIONS AND DIMENSIONS AT THE BUILDNG. REPORT ANY INCONSISTENCIES. 3 ALL WOW SHALL MEET LOCAL CODES AND ORDINANCES. 4. ALL NAILING SHALL COMPLY WITH NAILING SCHEDULE OF UBC 5. COMPLIANCE CARD TO BE POSTED VERIFYING INSULATION INSTALLED IN WALLS, CEILINGS AND FLOORS (F REQUIRED/ 6. PROVIDE METAL NAIL STOPPERS TO COVER HOLES IN STUDS WHERE NAILS COULD FUNCTURE PLUMBING AND WIRING 1. MAINTAIN 3' MIN CLEARANCE BETWEEN CEILING FIxTURES AND INSULATION B. ALL WOOD COMING N CONTACT W) CONC. SHALL BE PRESSURE TREATED (DECAY RESISTANT) 9. CONTRACTOR DESIGNED ELECTRICAL. SUBMIT TO BUILDING DEPARTTIE.NT AS DEFERRED SUBMITTAL FOR PERMIT 10 CONTRACTOR DESIGNED MECHANICAL. SUBMIT TO BUILDING DEPARTMENT 45 DErENANLD SUBMITTAL FOR PERMIT. II. SERNCE WATER PIPES TO BE INSULATED TO MIN R8 N UNHEATED SPACES. 12 METAL DUCTS TO BE INSULATED AND JOINTS TO BE TAPED. 13 BATT INSULATION SHALL HAVE ALL TEARS AND JONTS SEALED WITH TAPE ia. WALLS TO BE FIRESTOPFED PER UBC. SECTION 108 I5. ALL INTERIOR WALLS ATTACHED TO EXISTING SUSPENDED CEILING SYSTEM TO MEET NE REGIS OF UBC SECTION 16115 AND UBC STANDARD 25.215 I6 F ANY ERRORS, OMISSIONS OR INCONSISTENCIES APPEAR IN THE DRAWINGS. SPECIFICATIONS OR OTHER DOCUMENTS, THE CONTRACTOR SHALL NOTIFY THE OWNER OR ARCHITECT IN WRITING OF SIGN OMISSIONS, ERROR OR INCONSISTENCIES BEFORE PROCEEDING WIN THE WORK OR ACCEPT RILL RESPONSIBILITY FOR COSTS TO RECTIFY SAME. PROJECT STANDARDS A. DOORS: 3010 TO MATCH EXIST. -3/4' THK SOLID CORE W/ HARD WOOD EDGE, BUILDING STANDARD. STAINED TO MATCH EXIST B. FRAMES: HARD WOOD DOOR FRAMES. STAINED TO MATCH EXIST 20 MIN. RATING AS INDICATED ON PLAN AND PER DETAILS C. HARDWARE I. INTERIOR DOOR HARDWARE TO MATCH BUILDING STANDARDS PASSAGE LEVER AND PRIv4CY LEVERS 45 INDICATED PER PLAN 2. ALL HARDWARE USED IN ACCESSIBLE BUILDINGS AND FACILITIES .SHALL CONFORM TO THE REQUIREMENTS PER 'WASHINGTON STATE RILES AND REGULATIONS FOR BARRIER FREE DESIGN, FOURTH ADDITION. 3 ONLY ENTRY DOORS INTO TENANTS PREMISES SHALL INCLUDE KEYING MECHANISMS, ALL OTHER DOORS SHALL BE PROJECT STANDARD PASS THROLUF1 HARDW4R SUBMIT KEYING SCHEDULE TO OWNER FOR 4FR'ROv4L PRIOR TO FABRICATION ,PROVIDE LOCKSETS PER PLAN- 4. HARDWARE ON EXISTING DOORS NOT COMPLYING WITH ACCESSIBIL CODES WILL BE CHASED TO LEVER TYPE HARDWARE PER 'WASH. STATE RULES 4 REGULATIONS FOR BARRIER FREE DESIGN.' 5. HINGES TO BE 4 -12' X 4 -IR' BB BUTTS ON CORRIDOR DOORS AND 6. CLOSERS TO BE BUIDING STANDARD_ LOCATE AS NOTED ON PLANS 1. ALL DOOR STOPS TO BE FLOOR MOUNTED E.ERMO A. FLOORING CARPETING, TO MATCH BOLDING STANDARDS 2. PATCH AND REPAIR FLOOR AS REQUIERED TO RECEIVE NEW FLOORING 3 REST ROOM TO BE SHEET VINYL TO MATCH EXISTING RESTROOM WITH 6' INTEGRA, COVED BASE 4 BASE: TO MATCH BUILDING STANDARD 8. WALL TREATMENT 1. WALLS TO BE PAINTED WITH TWO ; 2) COATS INTERIOR PAINT TO MATCH BLD STD � - SOUNDPROOFING MEASURES SHALL BE TAKEN TC REDUCE OR ELIMIATE THE TRANSMISSION OF NOISE To ADJOINING ROOMS N ALL NEW WALLS. POOvIDE SOUND BATT INSUL. iN WALLS AND 4 MIN OF 2 -0' OF INSUL. ON THE CEILING TILES PARALLEL TO THE NEW WALLS. 3 RESTROCM WALLS ARE TO MATCH EXISTING RESTROOM WALLS CEILING C L 2.4 EXIST. CEILING TILES AND GRID TO REY4l FATCH OR REPLACE ALL DAMAGED TILES 4 GRIDS PRIOR TO OCOJPANCY 2 RESTROOM CEILING WILL HAVE HARD LID CONSTRICTED OF SMM_TH PAINTED FINISH TO MATCH CEILINGS OF EXISEIE RE5TROQE I' CONTRACTOR SHALL VERFY CONDITIONS OF EXISTING SUBSTRATE TO RECEIVE NEW FINISHES AND SHALL BE RESPONSIBLE FOR PREPARING THEM TO RECEIVE NEW FINISIES 20 . TYPICAL DETAILS OR BUILDING STANDARD SHALL APPLY URERE NO SPECIFIC DETAILS ARE GIVEN ALL DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE SHCUN ON PLANS ELEVATIONS SECTIONS AND DETAILS, ALL EXIT DCORS TO BE OPERABLE FROM INSIDE THE BUILDING WITHOUT KEYS OR SPECIAL KNOWLEDGE WORK RELATED TO THIS TENANT IMPROVEMENT RC-QUIRIG COORDINATION AND MODIFICATION TO THE EXISTING CONSTRUCTION SHALL BE INCLUDED N THIS PROJECT E THE GEEERAL CONTRACTOR FOR BIDDING AND CONTRACTUAL AGREEMENT FIRE EXTINGOSHERS SHALL BE PROVIDED PER *PA 0, OR rEd➢REMENTS CF LOCAL FIRE OFFICIALS 23 ALL NTERIOR WALL COVERING MATERIALS SHALL BE FIRE RESISTIVE OR SHALL BE TREATED TO BE FIRE RESISTIVE, 50 45 TO RESULT N A FLA'E SPREAD RATING OF AT LEAST CLASS III FOR GENERAL AREAS AND CLASS H FOR EXITWAYS. DELIVER CERTIFICATE TO LOCAL FIRE DEPARTMENT AS REQ'D. 24. ALL EQUALS TO BE SUBMITTED TO ARCHITECT FOR AFFROVAL PRIOR TO CONSTRUCTION. BIDDER DESIGN WOW TO BE APPROVED BY ARCHITECT PRIOR TO CONSTRICTION 26. ALL NEW DOORS AND DOOR TRIM TO MATCH EXISTING N TYPE, FINISH AND HARDWARE. REUSE EXISTING DOORS ON SITE ILNERE POSSIBLE. 27 . PENETRATIONS N WALLS REQUIRING PROTECTED OPENINGS 4RE TO BE FIRESTOF'PED PER UBC SECTION 109 28. CLEAN AND REPAIR AS REQUIRED ALL WINDOW BLNDS N TENANT SPACE. 29. REPLACE ALL DAMAGED ACOUSTICAL CEILING TILE AS REQUIRED N EXISTNG CEILING GRID 30. COORDINATE EITH TENANT FOR LOCATION OF ELECTRICAL, MECHANICAL, AND PLUMBING. 3. • GENERAL 2' BY 4' LAY-61 FLUORESCENT LIGHT FIXTURES TO MATCH EXISTING WITH ELECTRONIC BALLASTS TO COMPLY 20 LIGHTING 4 SWITCHING REQ. OF ENERGY CODE T LOCAL REGULATIONS NOT TO EXCEED 11 WATTS PER 5F FOR OFFICE SWITCHES FOR LIGHTING WILL BE KEPT AT A MIK 15 F.G. AT DESK TOP. 5. 8 LIGHT LENSES: PARABOLIC TO MATCH BUILDING STANDARDS. C. LAMPS: T -8 LOW WATT TYPE LAMPS D. RECESSED CAN LIGHTS: COMPACT FLUORESCENT. (IF APPLICABLE) B - GENERAL: TWO (2) DUPLLX OUTLETS AND ONE MID RING W/ POLE MIN. PER OFFICE. ONE (I) DEDICATED DUPLEx AT THE PHONE BOARD AND TU (2) DEDICATED DUPLE`: CUTLET5 IN THE KJTCHEN AREA EXHAUST FANS WILL BE FRONDED FOR RESTROOMS PER CODE. HARDWIRED LIGHTS, WAG STRIKES AND PERMITS ARE ALSO INCLUDED. C. ANY CIRCUIT BREAKER BOXES LOCATED N OFFICE OR CLASSROOM AREAS SHALL BE FLUSH MOUNTED TYPE. D ALL CLASSROOM5 SHALL BE ON IT'S OEN SEPARATE CIRCUIT. E. OFFICE, CONFERENCE, LOBBY AND CORRIDOR ALAS SHALL HAVE A MINIMUM CNE DUPLEX OUT PER 85 SQUARE FEET. F TWD DEDICATED 20 AMP CIRCUITS SHALL BE PROVIDED FOR PHOTOCOPIEFG. G . IN THE EVENT LOCAL CODE RE0. EXCEED THE ABOVE SPEC, THEN THE LOCAL CODES SHALL SUPERRCEDE THE ABOVE SPEC. S. fir A. CONTRACTOR DESIGNED HVAC. CONTRACTOR TO SUBMIT TO THE MINER FOR APPROv4L PRIOR TO SUBMITTING TO THE BUILDING DEPARTMENT FOR PERMIT. B. 10 DEGREES F DRYBULB TEMPERATURE IN WINTER WITH RELATIVE HUMIDITY RAGE WITHIN 25 TO 50% • 16 DEGREES F DRYBULB TEMPERATURE IN ROSIER WITH RELATIVE HUMIDITY RANGE WITHIN 50 TO 55% GI EG"}OIr11 . CONTRACTOR DESIGNED ELECTRICAL. CONTRACTOR TO SUBMIT TO THE OWNER FOR APPROVAL PRIOR TO SUBMITTING TO THE BUILDING DEPARTMENT FOR PEWIT. OPERATIONAL DURING BUSINESS HOURS ALL THERMOSTATS TO 8E EQUIPPED WITH LOCKING COVERS SYSTEM 15 CAPABLE OF COOLING DURING WINTER SYMISULS PER STANDARDS UNLESS Ori#k5E NOTED. ■ EXISTED WALLS TO RETAIN PATCH AS REQUIRED AT DEMO LOC4T - NEW 3 -1/1' MIL STUD AT I6' OC 0214 518' TYPE 7C GW.B EA SIDE W/ SCUD BATT INSULATION. PANTING PER PROJECT STANDARD. - NEW DEMISING WALL W/ 5/0 TYPE 'X' GOES EA SIDE WV $GID PER DETAIL BATT CATION, PANTED, PER PROJECT STANDARDS (ONE HOUR CORRIDOR) EXIST. WALLS, DOORS, WIDOWS ETC TO EE REMOVED PATO4 ADJ. 9JRFACE5 45 REQ FOR NEIU WORK A VV e 0 0 0 EXISTING TELEPHONE TO R91AN NEW TELEPHONE NEW GFI OUTLET NEW DUPLEX OUTLET WALL MOUNTED PHONE DATA OUTLET NEW DUPLEX OUTLET W/ DEDICATED 00,420. SHARED FO RPLEX W/ DEDICATED 120,20a DETAIL DRAWING NUMBER SECTION DRAWING WEER ILLUMINATED EXIT SIGN PLACE ABOVE DOOR ONE LIGHT TO BE DIRECT WU€, ONE LIGHT BATTERY POWERED. EXISTNG DOOR TO REMAIN 3' -0' UDAJ DOOR 0114 HARD UDOD FRAME AND PASSAGE SET. HARDWARE TO MATCH BUILDING STANDARDS. 3' -0' X 1' -0' WOOD DOOR WITH WOOD FRAME, PRIVACY LOCK HARDWARE TO MATCH BUILDING STANDARDS. 3' -0' X 1' -0' WOOD DOOR WITH WOOD FRAME, PASSAGE SET AND 0.0662 HARDWARE TO MATCH BUILDING STANDARDS. LEGAL DESCRIPTION PARCEL AND B THAT PORTION ON TRACT 10 OF ANDOVER MISTRIAL PARK NO. 1, 45 PER PLAT RECORDED N VOLUME 11 OF PLATS, PAGE 68, RECORDS CF KING COMP, EA$HNTONL DES AS FOLLOWS- BEGINRG AT THE 5c 1T €AST OF SAID TRACT 0 THENCE N 01 W 25' E ALONG THE WESTERLY IURGIN CF JAMES CHRISTENSEN ROAD, A DISTANCE OF 10593 FEET TO OE IRE POINT OF BE(GIN'Irx THENCE N 8854' S4' W A DISTANCE OF 2884.% FEET TO A POINT ON THE EASTERLY MARGIN CF ANDOVER PAfdC EAST: THENCE 01 05' 0R' E ALONG SAID EASTERLY MARGN, A DISTANCE OF 35402 FEET TO A POINT OF CURVE THENCE ALONG A CURIE TO 1,E RIC>FIT HAVING A RADIUS OF 5000, AD ARC MATE 1891 FEET TO A PONT ON THE SOUTHERLY MARGIN OF BAKER BOL-EVA D: THENCE 5 oo 25' 21' E ALONG SAID SOUTHERLY MARSH, A DISTANCE OF 185,61 FEET TO A PONT OF CURVE: THENCE ALONG A QRvE TO THE RIGHT, HAYING A RAMS OF 5000 FEET, AN ARC DISTANCE OF 1620 FEET TO A PONT ON 1EE WESTERLY rUIRGN OF THE JAMES CHRISTENSEN ROAD: THENCE 501 12 25' W, A DISTANCE OF 35134 HgE TO THE TRUE PONT OF SKIM& S1 c OLUUI Y'IVPIIIT 1- TENANT BOGART GOLF GIVER REP. TRI -LAND CORPORATION PROJECT ADDRESS GOvERNNG CODE ZONE TAX PARCEL M EER BUILDING TYPE OCCUPANCY TYPE BUILDNG AREA AREA OF WORK PARKING ENERGY INFO. ELECTRIC RESISTAN= HEATNG WILL NOT 8E ALLOWED N THIS BUILDNG PER Ni€C 2 R -VALUE GE ALL INSULATION SHALL BE AS FOLLOWS: ALL RAF AREAS (EXISTING) Al_!_ EXTERIOR WALLS (EXISTING) ALL NEW NSULATION WILL MEET OR EXCEED THESE CRITERIA 3, ALL FACED BATE TO BE FACE STAPLED. 4 . PROVIDE r MN. AIRSPACE ABOVE ALL ROOF INSULATION AND PROVIDE VENTING AT A MN. RATE Cf v300 DF AREA v6NTILATED. 5- (4 4ZIG AREA CALCULATION: GLAZNG AREA UNCHANGED (NO OVERHEAD GLAZING/ 5. U VALUE5 FOR EXTERIOR DOORS U =0.60 MAX SN4DNG COE'NFOIENT FOR GLAZING • 100 MAX ALL VAPOR RETARDERS TO BE INSTALLED ON WARM SIDE Of NSUL. 8 - REPAIR: OR PROVIDE NE U SEAL5G, CAULKING AND GASKET AS REQ. BY NREC SEE GENERAL NOTES FOR' ADDITIONAL INFO. REPLACE ALL DAMAGED U.EATNERSTRIPPNG. MECH. CONTRACTOR TO INSPECT ALL EXISTING DUCTWORK AND REPLA� DAMAGEDOR M15050 aEA CAULKING AND GASKETS. 200 ANDOVER PARK EAST SUITE 5 4 6 NOTE TENANT N SUITE 5 ONLY TIKUHLA, W4SHINCGTON 1991 UBC C -M 01130 -0099 v-5 SPRMKLERED B 32,168 SF 6,640 N- SF 135 STALLS UNCHANGED :n;:::U0l.N■m/ NII X111 l't - �.11 r � n I.�� ��� � FILE, COPY I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of con- tractor's copy of approved plans acknowledged. By u Date Permit No. JUNES QRINEMSE I ROAD SEPARATE PERMIT R QUIRED FOR: MECHANICAL ELECTRICAL PLUMBING GAS PIPING CITY OF TUKWILA BUILDING DIVISION er±. BUILDING PLAN 1' )(:)F0 2 441 r SCALE I' = 40' - REVISIONS ^ WITHOUT NO CHANGES S: - 11L.E S COPE OF VAC) ,OVAL OF TUK'4 " " .t.�D BUILDING D II itI.L i i W vlEw $ PERMIT CENTER 11n i- tr1°1 G CHORD DATE Q2- O5 -01 VARIES. GP ok 1 JNI9 Na. 22 1 *1 01909 D ,ate R CI TY OF TUKW!LA FEB 0 6 2001