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HomeMy WebLinkAboutPermit D2000-394 - MONEYTREE - REMODELMONEY TREE 77175 SOUTHCENTER PY D2000-394 City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Signature:_ Print Name: DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES. APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 262304 -9069 Address: 17115 SOUTHCENTER PY Suite No: Location: Category: AOFF Type: DEVPERM Zoning: C -2 Const Type: Gas /Elec.: Units: 001 Setbacks: North:. Water: TUKWILA Wetlands: Contractor License No: Sewer.. Main Extension:. ::_Storm Drainage: Street Use: Permit Center Authorized Signature:_ N Private: N N JeAtzt Permit No: Status: Issued: Expires: (206) 431 -3670 D2000 -394 ISSUED 12/21/2000 06/19/2001 Occupancy: OFFICE UBC: 1997 Fire Protection: SPRINKLERED East: .0 West: .0 .0 South: .0 Sewer: TUKWILA Slopes: Y Streams: Phone: Phone: 509- 535 -3668 OCCUPANT MONEYTREE, INC 17115 SOUTHCENTER PY, TUKWILA, WA 98188 OWNER MIKAMI MASAO AKIKO SHIMATSU, 4507 S 160 ST, SEATTLE WA CONTACT STOY OR RANDY CAMERON EAST 2711 SPRAGUE, SPOKANE, WA 99206 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: REMODEL EXISTING TENANT SPACE FOR NEW TENANT. 1, ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ _ . 50,000.00 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: Start Time: -Land Altering: N Cut: Landscape Irrigation: N Moving Oversized Load: Start Time: Sanitary Side Sewer: ._.. No: End Time: Fill: End Time: Public: Water Main Extension: N Private: N Public: N ****************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * _ .TOTAL DEVELOPMENT PERMIT FEES $ . . 1,066.69 ****************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Size(in) .00 ate: / zVe n) I hereby certify that I have read and examined this permit and know the same to be true and correct... All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the 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 mit. Date: _ .12'2( _Q) This permit shale 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. UJ 6 0 Nw w0 g 51 J u- a F- z �. uj U o ff w ui 0: 111 Z 0 H z CITY OF TUKWILA Permit No: D2000 -394 Status: ISSUED Applied:. 12/06/2000 Issued: 12/21/2000 w O ** k**• k******** vl ***•*********** . *****•****: A** k** ** * *k *-k* *-k-k * * * *-k * * *•A *k* ( 2?!1 Permit Conditions: g Q 1 . No ,chang will be made to ,the, plans unless approved by the N Engineer' andr -tie Tukwila Building Division. C'1 w : . Any pew ceiling grid and light fixture installation is zH required to meet lateral bracing requirements for Seismic Zone 3. z Oi Part,i tion walls attached to 'ceiling; grid must be laterally` �� braced if over eight.. (8) feet in length. RD Any�`exposed insulations 'backing material shall have a . Flame' p Spread Rating. of 25 or less, and ,materi a l shall bear i dent i 13 1- !, fica showing the fire performance rating thereof. Al.l < }constrJct i on .to be done , in conformance with approved f,, plans and requirements'of' the Uniform Building Code (1997,. O Edition) as amended, Uniform 'Mechanical Code (19.97 Edition) w and , Washi;ngton State Energy Code, (1997 Edition). Plumbing permits shall be obtained through the Seattle -King 0 ;County Department of Public Health. Plumbing b ,e, inspected,.by that agency, including all gas piping (296-4722). V a l i d i t y of Permit. The issuance of a permit or approval of plans,'`; specifications, and computations shall not ;,. be con- strued to be a:'permit for, or an approval of, any violation of any of'the provisions of the b u i l d i n g g code or of any other ordinance of, the jurisdiction., No permit presuming to give authority, to violate or cancel the provisions of this code shall be valid. Electrical permits shall be obtained through the Washington State Division of Labor. and. Industries and all electrical work will be inspected by that agency (248-6630). 9. All mechanical work shall be under separate permit issued by the City of Tukwila. 10. VENTILATION IS REQUIRED FOR ALL NEW ROOMS AND SPACES OF NEW OR EXISTING BUILDINGS IN CONFORMANCE WITH THE UNIFORM BUILDING CODE AND THE WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE, CHAPTER 51 -13 WAC. 11. All permits, inspection records, and approved plans shall be available at the job site prior to the start of any con - struction. These documents are to be maintained and avail- able until final inspection approval is granted. 12. ** *FIRE DEPARTMENT CONDITIONS * ** 13. The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: Address: Suite: Tenant Type: DEVPERM Parcel #: 262304 -9069 17115 SOUTHCENTER � w, establishment is calculated at one extinguisher for each '3000 sq. ft'. of area The extinguisher(s) should be of the "All purpose" (2A, 14BcC) dry chemical type., 'Travel distance to any fire extinguisher must be 75' or less. v O ,' ta ' 'NW w O r- w r o ; D o i w o z ; .; UN (NFPA 10, 3 15. Portable fire exti, Jishers shall be securely stalled on the hanger or in the bracket supplied, placed in cabinets or wall recesses. The hanger or bracket shall be securely and properly anchored to the mounting surface in accordance with the manufacturer's instructions. The extinguisher shall be installed so that the top of the extinguisher is not more than 5 feet above the floor and the clearance between the bottom of the extinguisher and the floor shall not be less than 4 inches. 16. Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher", with an arrow pointing to the unit. (NFPA 10, 106.3) (UFC Standard 10 17. Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1-6.5) 18. Fire extinguishers require monthly and yearly inspections. They must pave 'a tag or label securely attached that indicates the month and year that, the . inspection 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 subjected to the 410J recharge procedures. (NFPA 10, 4-4.1) If the ,required monthly and yearly ,inspections of the fire extinguisher are not accomplished or the inspection tag is not complete, a reputable ,fire extinguisher service , coivany will be required to conduct 'these required surveys. (NFPA 10, 4-3 4-4). 19. Maintain fire extinguisher coverage throughout. 20. Nd:Oeint,in an unsprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 1004.2.5.2, 1 ) , , 21. No point in a sprinklered building may be more than 250 • feet from an exit, measured along the path of travel. (UBC 1004:2.5,2.2) 22. Exit doors%shall swing in the direction of exit travel when serving any hazardous area or when serving an occupant load • of 50 or, more. (UBC 1003.3.1.5) 23. Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) 24. Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (UFC 1207.3) 25. When two or more exits from a story are required, exit signs shall be installed at the required exits and where otherwise necessary to clearly indicate the direction of egress. (UBC 1003.2.8.2) 26. 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. (UBC 1003.2.8.4) 27. Internally illuminated exit signs shall have both bulbs working at all times. (UBC 1003.2.8.4) 28. Exits shall be illuminated any time the building is occupied with light having an intensity of not less than 1 foot candle at floor level. Fixtures required for exit illumination shall be supplied from separate sources of power for Group I,, Division 1.1 and 1.2 occupancies and for all other occupancies where the exiting system serves an occupant load of 100 or more. (UBC 1003.2.9, 1003.2.9.2) 29. The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of it's failure, illumination shall be automatically provided from an emergency system for Group I, Divisions 1.1. and 1.2 occupancies and for all other occupancies where the means of egress system serves an occupant load of 100 or more Such emergency systems shall be installed in accordance with the electrical code. (UBC 1003.9.2) 30. All exit signs shall be illuminated at at all times. To 00 ensure continued i llumination for a duration of not leas N w than 1 1/2 hours in of primary power loss, .. the exit w =; signs shall also be connected to an emergency electrical m system provided from storage batteries, unit equipment or W O ! an on site ` generator . set, and the system shall be installed 2 ? h. in accordance wit the electrical code. (UBC 100..2.8 5) g5 31. Maintian; sprinkler; coverage per N. F. P. A. 13. N � . Addition /relocation. of walls, closets or partitions may =d . require relocating and/or adding sprinkler heads. r' Sprink l er:, protection shall be extended to a l l areas. where required, including all enclosed areas, below obstrucitions randAinde'r Overhangs greater than four feet wide. (NFPA w ~ All sprinkler systems and all modifications to existing ;0 'sprinkler ,systems shall have fire department review and off approval o f drawings prior to installation or modif ication =v N,ew sprinklersys,tems and all modifications to sprinkler. systems' involving more than'50 heads shall have the written C) approval ol the W. S. R.8 , Factory Mutual, : Industrial Risk wN. Insurers, Kemper or any other representative designated ()— , and/or r,e by the City Of Tukwila, prior to pF-, submittal to the Tukwila Fire Prevention No Z spr inkier wo rk shall commence without approved drawings. (City` Ordinance #1901) All sprinkler system plans, calculations and the ,. contractors Materials and Test Certificates submitted to:'. the Tukwila Fire ":Prevention Bureau must be stamped with the appropriate level ,of competency seal. (WAG 212 -80) .' Maintain automatic fire detector coverage per N. F. P: A. 72. Addition /relocation of walls, closets or partitions may require relocating and /or adding automatic fire detectors. Maintain square foot coverage of detectors per manufacturer's specifications in all areas including: closets, elevator shafts, top of stairwells, etc. (NFPA ......... . 72, 5- 1.4.2) 37 All new fire alarm systems or modifications to existing systems shall have the written approval of the Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1900) (UFC 1001.3) 38. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 39. An aisle to and working space shall be provided for each electrical panel. An aisle width not less than 24 inches I:PZw'ItXLM1:(+rin�Mrn+wl M.�. shall provide accesj to the panel and 30 incheof working space shall be pro led directly in front of t" panel. (NEC 110- 16(a), NEC 110- 1G(c)) 40. Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) 41. Required fire resistive construction, including occupancy separations, area separation walls, exterior wa11s due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 1111.1) 42. The maximum flame spread class of finish materials used on interior walls and cei1ings;shall"not exceed that set forth in Table No. 8 -B of the Uniform Bui.lding` (UBC 804.1) . Your street address must be conspicuously posted on the building and shall be plainly visible and leg i ble from the street. Numbers shal 1 contrast with their background. (UFC 901.4 4) 44. In order to prpvide, :you with .the" - fastest police and . fir.e Protection under e'mergency' conditions, please post your suite, roam :or apartment number :.in a conspicuous place near the ma in' entry :door. (UFC 901.4.4) . Fire Department lock boxes' shall be provided for access all fire ::alarm panels . a sprinkler risers. The ,appropriate key(s) for access .,:shall be placed in the 1ockbox. Lockbox .ord er forms must :k be obtained from the Tukw"i`l a 'Fire Department.' (City Ordinance #1900) . Contact the Tukwila Fire Prevention Bureau to wi tness all required inspections and tests. (UFC 10.503) (City Ordinance, # 1900 " and s ; #1901) This review limited to speculative tenant space special - fire • permits `may be necessary depending description of intended use "Any overlooked hazardous condition and /or violation of the adopted Fire or Bui iding Codes does : not imply; approval ef such, condition or violation. . The plans were reviewed by Inspector 510. If you have any questions, please:, call the Tukwila Fire Prevention Bureau. at (206)575 -4407. 50. 'PRIOR; TO: ISSUE OF THIS PERMIT APPLICANT SHALL SUBMIT TO TUKWILA PERMIT CENTER KING COUNTY METRO' NON - RESIDENTIAL SEWER USE CERTIFICATION FORM ITEMIZING ALL THE NEW PLUMBING FIXTURES.' I hereby certify that.I....have read these. conditions and will comply with them as outlined: 'Al .1 provisions of law and ordinances governing this work will be`complied with,_ whether specified herein or not The granting of this permit does not presume to give authority to vielate or cancel :the provisions of any other work or local laws regulating construction or the performance of work. Signature: Print Name: _C.91Pijvah Date : _ LZ---2(--oo 2 11.1. U O; W o; ' cnw N w� w0 u.a I -w I-0 z � L1.1 w U �. w r - 0, U . 0H+ O z Projec Name/Tenant: 'e Tim INC. i City State/Zip: Are—kw/4 �- Tu td-w tl. A tult Value of��cconstruction: 'le 5ut�oca,00 Tax c I vt}b / n � y �� . 0 soc.4 .' "1 ro Site Address (include suite number) 1l 1►' ��r�t'rl r p Property Owner: Money - tree iNtr, Phone: 20* _ s4(0 - 300 Street Address: (01 Zo FbK'T VDE W /k`' city State /Zip: I" 230 ...,09141-t4 qt4Ri., FaA il: co -TAB- ii-100 Contractor: � i itt G.ett. C4sV■3 fl o h -1 /c,.a'Ftv{t=N-r Phone: 505 . 5 35 - 3 (o ce £. Street Address: ' `UlLt a�,6.Co,u1. -_ City S t te/Zip: LOOT 'fg202. Fax #: SE;i- e . 3120 Architect: Sete ' M1.LAzlit le- Phone: sv°l - 44 -•=10 t-to Street Address: Si • 420 5 e S"tt•ttie City State/Zip: wt�. WA 192-o3 Fax #: , sn9 44 • - 02-Co Engineer: Phone: Street Address: City State/Zip: Fax #: Contact Person: • . �o‘.( or t ) Y"1 G Phone: 'SV • 535. 3 to (0 e) Street Address: t• 2111 502-6(.1%.4e. 'SF0k_ City State/Zip: WA- °Lcito co Fax #: .,, -t - SA.- 312-o Description of work to be done (please be specific): g l., )mac L '-1 C "j 5 A.c.(c le- rJMLv Te-1A-CA , ').- Existing use: Retail ❑ Restaurant ❑ Church ❑ Manufacturing ❑ School / College/University tJ Multi- family ❑ Warehouse ❑ Hospital ❑ Motel /Hotel ❑ Office ❑ Other Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College/University 2 Other kJAtUt.C.11, L., (A1,5 Building Square Feet: I (i17 existing No. of Stories: . Area of construction (sq ft): 1 (010 Will there be a change of use? 14 yes ❑ no If yes, extent of change: (Attach additional sheet if necessary) g1- t,L utsr- -T. FtJAY\c:4 L ' vice, Will there be rack storage? ❑ yes IR no Existing fire protection features: >11 sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify) Will there be storage of flammable/combustible hazardous material in the building? ❑ yes A no Attach list of materials and storage location on separate 8 1/2 X11 paper indicating quantities & Material Safety Data Sheets Date applica ' n acc pP ted: Do Date ap ' do expir • 1 Ap ' t' taken by: (initials) CITY OF T UIVWI LA Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 (206) 431 -3670 Project Number: Permit Number: • " Commercial / Multi - Family Tenant Improvement / Alteration Permit Application 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 ma be determined b the Public Works De•artment) ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Floo ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Alteririg 0 Cut cubic yds. 0 Fill cubic yds. ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension ❑ Water Meter /Exempt #: Size(s): 0 Deduct ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: ❑ Miscellaneous d Control Zone ❑ Hauling ❑ Landscape Irrigation O Private 0 Public O Private 0 Public 0 Water Only gal Schedule: 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. PLEASE SIGN BACK OF APPLICATION FORM 11/30/00 aperndt.doc 'tt 40.. is : 1: IACUtitkmeY` ' *k. Z W re 00 0 U) W � U_ w � CO a I-W Z = Z I w 2� O • � O I- W W 2 O W Z F- O ~ Z BUILDIN OWNER OR UTHORIZ D AGENT Signatur � � : Date: 12- OO Print name / ' / .. %'f! E . 6 oY Bvq.s Phone: 5 3/4 Fax # - 535- 372cp Address e,. 2111 SpeA 4 t-i � Cit /Ste/ i at �L'�E vii 6 1520 Z APPLICA•NS MUST BE SUBMITTED WITH T FOLLOWING: D ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER D ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • 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 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, z 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 ~ W only) t Q Y 11. Location and gross floor area of existing structure with dimensions and setback J U 12. Lowest finished floor elevation (if in flood control zone) U 0 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H -9). co w J = ❑ Floor plan: show location of tenant space with proposed use of each room labeled i- U) Li... In Overall � Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of w 0 any hazardous materials; dimensions of proposed tenant space. � Q = ❑ ❑ Vicinity Map showing location of site to a ❑ ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack z W H layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of ,- 0 rack. Structural calculations are required for rack storage eight feet and over. W 1- w ❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished v v CD ❑ ❑ Construction details 0 H. W ❑ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water i H supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed u_ 0 sprinkler system design criteria as identified by the Fire Department. tii � z ❑ ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. 0 0 ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). Z ❑ ❑ 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 call (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 PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. 11/30/00 crperndl.dac ;.li,... �... •. �:; r.... ti.. �i+. f.:.. u. ..dF.1:�:�:::ld..s.:�.s.(;r.::l �i�,iiy:c. ******* k * * *** * * * * * * * * * * * * * * * * * ** * * * * ** *CITY OF TUKWILA.• WA TRANSMl: i 1 '*• k***** h *** ** ** ******** *** **** ***** *•h* ****** *** * ** * TRANSMIT . Number: '. :Amount: 64825 12/21/00 ' 16:14 Payment : °i4ethod:. CHECK Notation: BAILER CONST In it: I;D3 Permit . No: 1)200 304 --394 906 Tvneh DEVPERM DEVIEI..UPt4ENT PERMIT P cei No: 2 a 1 to,; r �Addr ss: '171 2 1 5 5WUTHCEN'fER PV Total Fees: 1.066.69 Thi a Payment 643..:25 Total ALL Pmts: 1..066.69 8e1 :nce .00 ******** • * ***** , ********************** k * * * ** *_ * **• * *,* * * * * * * * * * * * ** ** Account' Coda Descriotiorl Amount 000/322.100 BU].LI)ING'- i ONREB 643.75 000/386.904`? STATE ,BUILDING - :6URCWARGE 4.50 , f _ - -- -_ ti__ - - - 0961 12/26 9719 TOTAL 648..25 ti a• Y ,F✓ 7 A • $ ..y A** *A.A.bA** * *** */t * ***** a * ** *nth ** *** **4 *** *. * * *** * * * * * * *k * *** *k* L:1.1 Yi uh •11l .y11LH H tc Hob Pt1. ` 4r **44******************* ri* �r * *•k• t * * *• *•k* •h * *** * *:k *,4 * * * * *•h *rti,• * *•h TffHnl; I1 Plumper: k98u0 Hmount:.. 41 8.44 J /vi, /'Ju Nei vmcrtt t1e,tnod,c'.CHECI■ Notation H14IEE CON8TRUCrI rriit: fLl3 N � "mti t. I�cin !1200( -39 4 fvoc4: I)EUPEKti DEVELUPMCUr PEitli f Parrc I 'No: 262304 -9'Th9 ite - 'Addt•nns: 171.15 SU(JTHCEI1TE1t PY iol;aI Fees: .1.()6i..69 Thi's Payment ,` 418.44 Total ALL Pmts: 4 118 44 ` EJalance: 648.25 *********************************** ********* * *** * * *** *•k *** *** Account Code.` Deucriet' ion Amount 44U `34 .8:4Q PLAN 1;HECK r�UNI E.5 - - 41 3.4.4 r, 051:1 2 /08 1710 TOThL ' 4 .; •44 Project: '`� i Oh s., 1 r e Type of Inspection: P 1 '" J Address: \1 i 1 S o 1 `C Ai � Date called: Special instructions: Pate wanted: a - 2A -0 p. Requester: - a. s l�Pr 11' ki Phone: ,509_ 3'10- ci V7 INSPECTION. RECOIL .J Retain a copy with permit INSPECTION NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval COMMENTS: } Inspector. Dater 0 $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: r•+ 1• ..A, ai. D..• nn.+ iiCniiw- d, w., s t.3.7,.rv: ?r:{ ;'ays.Yz Project: p 1 o fl‘ Typeof Inspe Rion: / r Address: 11(15 5 a rkwa\ Date called. 31 1 et I o Special instructions: t.ti j vt,1 S ■ N S f>✓C • QS E ,c 1 5 �oCStble. \ Date wante � ' 20 1 0 1 19 p.m. R quester: IS 'QLc Lo- c c A. i aY) Phone: INSPECTION RECO A_..../ Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 ( (( ((r ( 1 P20b0- 3a PERMIT NO. (2b)431 -367 ED Approved per applicable codes. Corrections required prior to approval. COMMENTS: o) E' I1 Inspector D _Q_ 440, Date: 3-20^ O ) $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: n, y� -* f, .t{ ,,• =y:6 ,t"r3s�Wl+.k` irl a71!i .t.A.iric. .W.i.sr.a w e�+.tir,ii':.�.ni�r,�t� ,� +J'X�F:r+ >S 1L : 0 00 W = J to u 2 D . Z I 111 Lu: O N W U N' 0 Project: P. Tre Type of Inspection: Cet�inq grid a- C C i / i i j co e Address: �� . u er PKw 1� x . D ate caiietl' 3 — 1 2 ;1 Special instructions: Date wanted: (. , Requester: Ra She.r mom Phone: 50 q 37o -(139 8 . INSPECTION NO: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: Inspector`: 1 INSPECTION RECO -� Retain a copy with permit DZo o4-iaq PERMIT NO. (206)431 -367 Corrections required prior to approval. Date: l �\ r j �J . $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: 4 .001w. ).0.4 ;4aG:'1e4... it P je t: Type of Inspection/ watera,id P61.4 A{hre 5 S!1'115' Date called: �h O / Special instructions: Date wanted: / / f ,aim. {5.m. Requester: , e6c/v Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. INSPECTION RECORh ) Retain a copy with permit I I 1 Corrections required prior to approval. COMMENTS: Inspector:' Dater 6- O $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: : *idS;ili'9 x.iA:N,ti:iu, ri`a!wv�,n•n .r� Project' Type of In section: ;. Add ' 7 6 . ei„, Date called: Special instructions: Q JU e( 4 , Date wanted: / 29 r�� a.m. P.m. Requester: kj Prone 5 - 3 -- Q39 g INSPECTION NOr INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818$ C o`..) ■frk W7 ?r_k F1r7i., 1 (,: A4 ( t� Inspector: Date: ( Approved per applicable codes. f $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: Corrections required prior to approval. 1,2 3 9'9 PERMIT NO. (206)431 -367 b+.Yf�:4�5'vJNtu.hEh .a,1'.t ,A Mats. ti•!k.'trw h. 3 • L ' k b. 2 _ 0. V; .0 CO U. w 0 , LL Q Cy Z ` 1-0' w ~' 2 mo 0 —+ 0 I— ',, ILI 1_ —. U. Z '(, U CO O 715 ,i''' Type pf_Inslec on: n ' eewe r d in.5 . Date 5 # 1 piz i called: 1 j Special instructions: .' t. Date wanted: fUl a ( Requester: Phone: 50 Q,,. 2 3 ' ! �J 36,Q CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD/ Retain a copy with permit Aatav-39-/ PERMIT NO. •A 'A �..• Pro C.,.."/ 4 l/l c.{ 0,41—e, a r e - L f_eff /is e2(•--2› ,41 —11.21Gt $47.00 REINSPECTION ' E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Corrections required prior to approval. ., a ' zu {} ;;.:∎; •..: G :+ui�'. "' .4k�t'2rilAa +lxd'..�1i�il�ti.13 "sYd+d .1,.stiu l:'Yi. Pshi`'�fil�ha`�3urY.1#�.�w J�.r. Itn ∎i4; .,, �,,,�l.,.iS..�t� i,•. �.dcu;:1..,Lr- ..a.;� "sxa+.v+.�. :5�....xYhswt ;.;e; re 2 U O ' co U)UJ W =; J I— N WO gQ co W ' Z 0 Z I tu , =; W — 0 ;. W Z w N z Project: fT)ur ,...t 7 e.._. Type of Inspection: ln1 r;e'y /0a.1 119 oad Address: ,7//5 swY7, PLAN 11 Dat called: / / Special instructions: Date w nted: 0/ 1) / a.m. p.m. R qu ster: Phone: .501 INSPECTION NO. INSPECTION RECO140 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 COMMENTS: j i) it /4Z 7t> /74 Approved per applicable codes. E $47.00 REINSPECT ON FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: PERMIT NO. Corrections required prior to approval. ,cu ...5'xw • ..taSS�_�;•�'�v{vSxJ Ylu.t:r�.�w�.i aT:th:S'�r ,�i#nr� ^D ±i:K xl[.r7n.uc. vi. ru .ki.rr.,r•pn2,v,a'k °'3;:ra.�o. �.,,..W:... ..v u:x!�1:;(. Q N u; W =' ui 01 J u- < 0 ' Z �, ►= 0 zI- UJ t 10 U 0 , Ii z : 0 -. Retain current inspection schedule Needs shift inspection _ `Approved without correction notice Approved with correction notice issued Sprinklers Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: Authorized Signature Permit N • ti :. ,ra ry \''iJ,rfr',i� N %i1 rwyi ��"s�it�r'w4 k 1rliJswvir5 yL�f• yV4 a iAW y 'Vµ'r*A Y TUKWILA:.FIRE•DEPARTMENT FINAL APPROVAL FORM FINALAPP.FRM T.F.D. Form F.P. 85 City Of Tukwiia John W. Rants, Mayor Fire Department Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575.4439 Baker Construction & Developnient, 2711 E Sprague Avenue . 1 Spokane, WA 99202 (509).054668 Fax (509) 535-3720 Fax /i 4:0)4.0;A/e, ip.v.77 Fax: :2 OW — 7('4s Phone:, 206 56 7s Searog Re: Af • Com rnunts 1 ,4Fn , Thankyou At! • 0 Urgcnt )6 For Review 0 Please Comment 0 Please Reply 0 Please Recycle From: "Zogy SWA:22.444*-40 Pam: C;7 Date: o/ S7*'VJfPV cAz, BAKER CONSTRUCTION * Is . • e IMO TO'd SS 2. TOO Z 6Z Mr OZ2.i-SSS-60S:xeJ NOLLMUNO3 13)R togionnwriareamt= BAKER CONSTRUCTION Fax :509-535-3720 12/13/1999 10:57 15094489016 rt a ti-7.4 d Q1'7,di Lep 2 al l 't (y 7 ( & '1Q14* slaw it `'x}11 -- .No74 1061114 kW • EOM NOLEINIHSVM VAPIOdS • NOLLr1S Ot1NVYl BUD XO$ � � - • • 19IJJHO11Y'VT 'drn�,u raw 'V salve imasagassmagammummoussua P. 02 PAGE 01 Jan 29 2001 7 :56 JAMES A MCARTHUR AIA ci s rei hid s.7 'N�* 474 74 47r1 ' 0 (73 ti !•fig / 1' • P 'Ado ', r r °ll C1 p e7l /rA sit'{i'N oz11 rro9 r. Qd 677?'Z 11!17 c3 cfir.2s ' >e2 - csammau c.1. # 1 -77 s n211. 1'7-V ! J.l1! % .egaq ''riA1 ‘0021 1'.111 '714 2 . - 7i WO • '1 .. '7 5 cl'y ' •; any 12):410. 21 7 .01.•o2tzeo9 1 / fie . g / 1-9+9V+-r MS . 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V 4-6 c 4- o irsi 4 ,51 itistt q :q - Y 4.4 7 i x ' W DEPARTMENTS: Biild Division X1 Public Works t4LUL IT Complete V'NNOUTI.DOC 319.1 TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: PLA PERMIT VI�W/���''`ING SLIP ACTIVITY NUMBER: D2000 -394 DATE: 12 -06 -2000 PROJECT NAME: MONEYTREE, INC. SITE ADDRESS: 17115 SOUTHCENTER PY SUITE NO: XX Original Plan Submittal Response to Correction Letter # Revision # After Permit Is Issued Response to Incomplete Letter # Fire Prevention IX *wC I2 - Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n Comments: Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: Planniin 'Division g Permit Coordinator DUE DATE: 12 -07 -2000 Not Applicable No further Review Required l I n DATE: DUE DATE 1- 4-2000 w 00, co = -J F; � w w 0 :' g = d i z 0 to O — tu �- w o f- =0 F- _! O ; L tj _CO 0 H ` z CC01 $ BAKERCD,066CZ5103 /31"/200 SE FFECTI y VED ATE BAKER. CONSTRUCTION & DEV INC 2711'E; SPRAGUE AVE SPOKANE WA' 99202 EPARTMENT OF LABQR'AND INDUSTRIES ' REGISTERED AS PROVIDED'_ BY LAW A ONST "CONT "GENERAL CODE I NPOPMAT ION A. PROJECT I. NAME OF PROJECT. MONEY TREE INC. 2. STREET ADDRESS' 17115 SOUP - CENTER PARKWAY TUKWILA W. 3, LEGAL DESCRIPTION. B. ENTITIES I. OWNER. MONE=Y TREE INC. 6720 R DET WAY SUITE 230 SEATTLE WA. 98188 PH. 206. 246 35C0. FAX. 206 FOT 248 2. ARCHITECT. JAMES MCARTHUR 5.4205 CRELINE SPOKANE WA. PN 509 448 -9016 FAX. PN. 509 448 9026 3. ENGINEER 4. CONSULTANTS: 5. CONTRACTOR' BA N. 50 9- 53 CON 3665. FASTRUCTION X. AND DEVELOPMENT INC. E. 2711 SPRAGUE. SPOKANE WA. 99206 P 509- 535-3720 6. CONTACT PERSON. JOE 5707 OR RANDY CAMERON 509 -535 -3668 C. PROJECT DESCRIPTION I. NEW REMODEL ADDITION ALTERNATION 2. EXISTING LOT/ BUILDING USE VACANT LEASE SPACE 3. PROPOSED USE FINANCIAL USE 4. NUMBER OF DVVELLING UNITS. NOT APPLICABLE 5. OCCUPANCY GROUP A E E 8 H I M R S U 6. CONSTRUCTION TYPE. I -FR 11 -92 11 -11-12 II -N III -IHR III -N IV -HT V -IIR 7. AUTO FIRE EXTINGUISHING SYSTEM. YES (UNDER SEPARATE PERMIT) a BUILDING HEIGHT' STORIES' FEET. LEGAL DESCRIPTION. NOTES A GENERAL I. THE COMPACTOR SHALL BE GOVERNED BY ALL CONDITIONS AS IN- DICATED IN THE CONSTRUCTION DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFTEY IN TILE AREA OF WORK IN ACCORDANCE WITH ALL APPLICABLE CODES. 3. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER/ ARCHITECT /ENGINEER /SPACE PLANNER FOR INJURY OR DEATH TO PER- SONS OR FOR DAMAGE TO PROPERTY CAUSED BY THE NEGLIGENCE OF THE CONTRACTOR, HIS AGENTS, EMPLOYEES OR SUB- CONTRACTORS. 4. EACH CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ADJACENT WORK AND IS RESPONSIBLE FOR THE REPAIR OF SAID DAMAGE AT HIS OWN EXPENSE B. CODES I. ALL WORK SHALL CONFORM TO THE APPLICABLE BUILDING CODES AND ORDINANCES. IN CASE OF ANY CONFLICT WIRE THE METHODS OR STANDARDS OF INSTALLATION OF TILE MATERIALS SPECIFIED DO NOT EQUAL OR EXCEED THE REQUIREMENTS OF TILE LAWS OR ORDINANCES. THE LAWS OR ORDINANCES SHALL GOVERN, NOTIFY THE ARCHITECT OF ALL SUCH CONFLICTS. C. DIMENSIONS I. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS GIVEN AS THE BEST PRESENT KNOWLEDGE BUT WITH- OUT GUARANTEE OF ACCURACY. CONTRACTOR SHALL F15-0 VERIFY EXISTING CONDITIONS AND DIMENSIONS AND SHALL NOTIFY THE ARCHITECT O ANY DISCREPANCIES OR CONDITIONS AFFECTING THE DESIGN PRIOR TO PROCEEDING WITH THE WORK AFFECTED. 2 DIMENSIONS ON THE PLANS ARE TYPICALLY TO THE FRAMING FACE OF PARTITIONS OR TO TILE CENTER LINE OF COLUMNS. 3. DOORS AND CASED OPENINGS WITHOUT LOCATION DIMENSIONS ARE TO BE 3' FROM THE FACE OF THE ADJACENT PARTITION. 4. LOCATE WALLS THAT ARE NOT DIMENSIONED. FLUSH AND SQUARE WITH THE EXISTING STRUCTURE OR ON THE CENTERLINE OF A WINDOW MULL- ION OR COLUMN AS SHOWN. 5. DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL USE DIMENSIONS SHOWN ON THE DRAWINGS AND ACTUAL FIELD MEASUREMENT. NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 6. ABBREVIATIONS. THROUGHOUT THE DRAWINGS ARE ABBREVIATIONS WHICH ARE IN COMMON U. THE LIST OF ABB PROVIDED IS NOT INTENDED TO BE CO OF R�RESNTATIVE OF CONDI- TIONS OF MATERIALS ACTUALLY USED ON THE PROJECT. SHEET INDEX (TENANT IMPROVEMENT' D. FIRE PROTECTION 9. I. FIRE PROTECTION CONTRACTOR SHALL PROVIDE FIRE PROTECTION DRAWINGS AS REQUIRED BY THE GOVERNING AUTHORITY. SUBMIT DRAWINGS FOR ARCHITECTURAL REVIEW. CO- ORDINATE ALL FE.AD AND DEVICE LOCATIONS WITH ARCHITECTURAL DRAWINGS. 2 PROVIDE FIRE PROTECTION AT ALL PENETRATIONS OF ALL FIRE RATED ELEMENTS AS REQUIRED BY THE FIRE MARSHALL. 3. FIRE PROTECTION CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONTROL WIRING RELATED TO FIRE EXTINGUISHING SYSTEM. E. GENERAL CONSTRUCTION I. THE CONTRACTOR SHALL INVESTIGATE AND VERIFY LOCATIONS OF STRUCTURAL, MECHANICAL. AND ELECTRICAL ELEMENTS AND OT E-R - XISTING. CONDITIONS PRIOR TO DRILLING OR CUTTING OF SLABS OF STRUCTURAL MEMBERS. NOTIFY TILE ARCHITECT OF ANY CON- FLICTS PRIOR TO BEGINNIN.-. THE WORK 2 TILE CONTRACTOR SMALL BE RESPONSIBLE FOR PROVIDING ALL WALL BACKING AND BLOCKING AS REQUIRED FOR ALL VIA, AND CEILING MOWTED ITEMS. CO- ORDINATE WITH ARCHITECT /TENANT LOCATIONS OF WALL MOUNTED ITEMS (INCLUDING ITEMS WHICH ARE N.I.C./ PRIOR TO COVERING. 3. ALL CONSTRUCTION SHALL BE STABILIZED AGAINST LATERAL MOVE- MENT IN ACCORDANCE W 7TH THE REQUIREMENTS OF TILE LATEST ADOPTED EDITION OF TFE UB.C. 4. OFFSET STUDS WI-ERE REQUIRED SO THAT FINISH WALL SURFACES WILL BE FLUSH 5. PROVIDE GALVANIC INSULATION BETWEEN MATERIALS WHICH NOR- MALLY REACT GALVANICALLY. F. ELECTRICAL / TELEPHONE NOTES I. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN COMPLIANCE WITH ALL STATE AND LOCAL CODES AND OBTAIN ALL NECESSARY PERMITS. 2. ALL DEVIATIONS FROM DIMENSIONED LOCATIONS MUST BE APPROVED BY THE ARCHITECT. 3. THE ELECTRICAL CONTRACTOR SHALL VERIFY THE LOCATION OF EACH CORE DRILL W 7TH THE EXISTING STRUCTURE. PIPING, CONDUIT. ETC. AND SHALL NOTIFY THE ARCHITECT OF ANY CONFLICTS OR OBSTRUC- TIONS. ALL CORE DRILL RELOCATIONS SHALL BE PROVIDED BY THE ARCHITECT. 4. ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AND CONTRACT DOCUMENTS SHOULD BE CALLED TO THE ATTENTION OF THE ARCHITECT. C -I COVER SHEET, CODE INFORMATION, GENERAL NOTES T -I TENANT IMPROVEMENT DRAWINGS AND DETAILS E -I ELECTRICAL LAYOUT, REFLECTIVE CEILING PLAN ELECTRICAL NOTES SP -I GENERAL SPECIFICATIONS 10. VALUATION. $50,000.00 CONTACTS APPLICABLE CODES LATEST EDITION OF THE UNIFORM BUILDING CODE 1997 EDITION LATEST EDITION OF THE UNIFORM MECHANICAL CODE LATEST EDITION OF THE UNIFORM ELECTRICAL CODE BAKER CONSTRUCTION AND DEVELOPMENT E. 2711 SPRAGUE SPOKANE WA. 99202 PH. (509)- 535 -3668 FAX. (509)- 535 -3720 CONTACT: JOE STOP OR RANDY CAMERON FLOOR SUPPLY DISTRUBUTING INC N. 1802 LANGLEY ST. SPOKANE WA. 99212 PH. (509) 535 -9707 I CONTACT. LYNN DILLINER AAA GLASS AND WINDOW (BULLET RESISTENT GLASS) N. 2902 PERRY ST. SPOKANE WA. 99207 PH. (509)- 484 - 1845' FAX. (509)- 484 -0618 CONTACT: ROB CLINE 5. ELECTRICAL/TELEPHONE OUTLETS WILL BE MOUNTED VERTICALLY AT +15" PER ADA UNLESS OTHERWISE NOTED. ALL WALL MOUNTED RECEPT- ACLES LOCATED IN CASEWORK ARE TO BE MOWTED HORIZONTALLY. 6. TRIC DEVI MOU CE NTING FEIGHTS ARE NOTED ADJACENT TO THE ELEC- G. MECHANICAL NOTES THEM/AC SYSTEM SHALL COMPLY WITH ALL APPLICABLE CODES. 2 THE CONTRACTOR SHAD- VERIFY SIZES AND LOCATIONS OF ALL OPENINGS FOR MECHANICAL EQUIPMENT WTIH MECHANICAL DRAW- INGS AS WELL AS SHOP DRAWINGS BEFORE PROCEEDING WITH THE WORK 3. THIS MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONTROL WIRING RELATED TO THE EQUIPMENT HE IS INSTALLING. 4. THE MECHANICAL CONTRACTOR SHALL BALANCE ALL DUCTWORK TO PROVIDE TILE REQUIRED AIR VOLUMES. THE MECHANIC AL CONTRACTOR SHALL PROVIDE ALL AULTS, LIDS COVERS FOR REQUIRED FOR DE UTILITIES. UT SHALL ALSO PROVIDE ANY SLABS REQUIRED FOR RELOCATING UTILITY METERS 6. ALL EXTERIOR WALL PENETRATIONS SHALL BE CALLKED WITH AN APPROVED CAULKING COMPOUND TO LEAVE A WEATHER TIGHT SEAL. 7. THE GENERAL CONTRACTOR SHALL PROVIDE TEMPORARY HEATING AS REQUIRED. DZ ccicqy ABBREVIATIONS F1' A/C ACOUS. AC. T. ADJ. ADJ. AF.F. ALT. AL, ALUM. APPROX. BD. BLDG. 9LKG. BM. BOT. 2 . 2 S CAB CEP. CLG. CLR. CM.U. COL. CONC. CONN. CONST. CONT. CONTR. CORR. CPT. C.T. CTR. DBL DEMO. DET. DF. DIAL. DIA. DIM. DN. DR. DV /G. DNS. E EA. E.F. EL. ELEC. ELEV. ANGLE AT CENTERLINE PLATE SQUARE AIR CONDITIONING ACOUSTICAL ACOUSTICAL TILE ADJUSTABLE ADJACENT ABOVE FINISHED FLOOR ALTERNATE ALUMINUM APPROXIMATELY) BOARD BUILDING BLOCKING BEAM BOTTOM BUILDING STANDARD CABINET CERAMIC CEILING CLEAR CONCRETE MASONRY UNIT COLUMN CONCRETE CONNECTION CONSTRUCTION CONTINUOUS CONTRACTOR CORRIDOR CARPET CERAMIC TILE CENTER DOUBLE DEMOLITION DETAIL DRINKING FOUNTAIN DIAGONAL DIAM6 I ER DIMENSION DOWN DOOR I DRAWING I DRAWER EAST EACH EXHAUST FAN! ELEVATION ELECTRIC(AU ELEVATOR rE- -'v1CL EQ. EQUIP. EXIST. E- F.O1C. FD. FF= FE.C. FF FIN 699 FUR. FIXT. - --w02. F.O.C. FP. FT. FURR. FUT. GA. GALV. GENL G- G-YI9. GYP_ iNO INSU- IN'T_ �N. KIT. KO. 150 LAM LAN. ENCLOSURE EQUAL EQUIPMENT EXISTING EXTERIOR FURNISHED BY OWNER INST. BY CONTRACTOR FLOOR DRAIN FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FACTORY FINISH FINISH FINISH FLOOR FIXTURE FLUORESCENT FACE OF CONCRETE FIREPROOF FOOT, FEET FURRED, FURRING FUTURE GAUGE GALVANIZED GENERAL GLASS GYPSUM WALLBOARD GYPSUM HOLLOW CORE HEAD HARDBOARD HARDWARE HOLLOW METAL HORIZONTAL 5002 I -EIGHT I- EATING I- EATING - VENTILATE AIR CONDITIONING HOT WATER TANK INCLUDING INSULATION INTERIOR JANITOR JOINT KITCHEN KNOCKOUT KICKPLATE LAMINATE LAVATORY LT. MAX. MECH. MET. MFG. MIN. MISC. MTD MTV. MULL. N. N.I.C. NO. N.T.S. 0 0 C. 0H. OPNG. OPP. OPP. HD. P.B. P. BD. PRE. PL. P. LAM. PLAS. PLWD. PR. PT. P.T. PTN, PAD R.B. R.T. REF. REFL. PEER. REVNE. REQ'D REV. QM. R.O. RES. S. S.C. SCH. SEAL. SECT. SH, LENGTH LIGHT MAXIMUM MENHANICAL METAL MANUFACTURE MINIMUM MISCELLANEOUS MOUNTED MATERIAL MULLION NORTH NOT IN CONTRA''- NUMBER NOT TO SCALE OVERALL ON CENTER OVERHEAD OPENING OPPOSITE OPPOSITE HAND PANIC BAR PAPTICAL BOARD PERIMETER PLATE PLASTIC LAMINATE PLASTER PLYWOOD PAIR POINT PRESSURE TREATED PARTITION RISER RADIUS RUBBER BASE RESILIENT TILE REFERENCE REFLECTED REFRIGERATOR REINFORCED REQUIRED REVISION ROOM ROUGH OPENING ROD E SHELF SOUTH SOLID CORE SCHEDULE SEALANT SECTION SHELF 0 W 0 I I V L . c -) SOUTHCENTER PARKWAY VICINITY MAP (NTS) SHT. SIM. SPEC. SQ. S.STL. STD. STL. STOR. STRUCT. SUSP. T. TEL. TEMP. TEX. THK. THRESH. TKBD, T.O. TV. TYP. VAR. V.C.T. LEN. VERT. V.W.C. W. W/ WC. WD. W/0 SHEET SIMILAR SPECIFICATIONS SQUARE STAINLESS STEEL STANDARD STEEL STORAGE STEUCTURE(AU SUSPENDED TREAD TELEPHONE TEMPERED TEXTURE THICKNESS THRESHOLD TACKBOARD TOP OF TELEVISION TYPICAL VARNISH VINYL COMP. TILE VENEER VERTICAL VINYL WALL COVER WEST WITH WALL COVERING WOOD WITHOUT I understand that the Plan Check approvals are set ect to errors and omissions and approval DT puns does not authorize the violation of any adopted cede or ordinance. Receipt of con- tractors copy of approved plans acknowledged. <4 ZZ 00 LULU 00 00 (DO W 1Y 4 0j W Oz J 4 CZ LIZ Z (00 At 4 � . 40 <0 4 m z 0 Z I- 4 0 <0 OO Qin Z ID 0 1� W 04 za 0 - DO u- Z 3ltt • 9000: Iv (W'EC n IICA L RICAL raA .:rkJ3 0508' OF SUKWILA BUILDING DIVISION REVi3iONS ES SHALL BE MADE TO OF WORK WITHOUT PRIOR J L OF TUKWILA BUILDING DIVI i. F t,LL F E A NEW PLANSL 1. A:ID PLAY IN..LJvE !wu{I r AL PLAN REVIEW FE.. RECEIVED Dm of Tu1(W1LA DEC - 6'1000 PERMIT (;clv fER w O w LI N O D GROSS AREA OCC. TYPE RATIO OCC. LOAD LEASE SPACE 1670 B 1/100 16.70 TOTALS 1670 16.70 CODE I NPOPMAT ION A. PROJECT I. NAME OF PROJECT. MONEY TREE INC. 2. STREET ADDRESS' 17115 SOUP - CENTER PARKWAY TUKWILA W. 3, LEGAL DESCRIPTION. B. ENTITIES I. OWNER. MONE=Y TREE INC. 6720 R DET WAY SUITE 230 SEATTLE WA. 98188 PH. 206. 246 35C0. FAX. 206 FOT 248 2. ARCHITECT. JAMES MCARTHUR 5.4205 CRELINE SPOKANE WA. PN 509 448 -9016 FAX. PN. 509 448 9026 3. ENGINEER 4. CONSULTANTS: 5. CONTRACTOR' BA N. 50 9- 53 CON 3665. FASTRUCTION X. AND DEVELOPMENT INC. E. 2711 SPRAGUE. SPOKANE WA. 99206 P 509- 535-3720 6. CONTACT PERSON. JOE 5707 OR RANDY CAMERON 509 -535 -3668 C. PROJECT DESCRIPTION I. NEW REMODEL ADDITION ALTERNATION 2. EXISTING LOT/ BUILDING USE VACANT LEASE SPACE 3. PROPOSED USE FINANCIAL USE 4. NUMBER OF DVVELLING UNITS. NOT APPLICABLE 5. OCCUPANCY GROUP A E E 8 H I M R S U 6. CONSTRUCTION TYPE. I -FR 11 -92 11 -11-12 II -N III -IHR III -N IV -HT V -IIR 7. AUTO FIRE EXTINGUISHING SYSTEM. YES (UNDER SEPARATE PERMIT) a BUILDING HEIGHT' STORIES' FEET. LEGAL DESCRIPTION. NOTES A GENERAL I. THE COMPACTOR SHALL BE GOVERNED BY ALL CONDITIONS AS IN- DICATED IN THE CONSTRUCTION DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFTEY IN TILE AREA OF WORK IN ACCORDANCE WITH ALL APPLICABLE CODES. 3. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER/ ARCHITECT /ENGINEER /SPACE PLANNER FOR INJURY OR DEATH TO PER- SONS OR FOR DAMAGE TO PROPERTY CAUSED BY THE NEGLIGENCE OF THE CONTRACTOR, HIS AGENTS, EMPLOYEES OR SUB- CONTRACTORS. 4. EACH CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ADJACENT WORK AND IS RESPONSIBLE FOR THE REPAIR OF SAID DAMAGE AT HIS OWN EXPENSE B. CODES I. ALL WORK SHALL CONFORM TO THE APPLICABLE BUILDING CODES AND ORDINANCES. IN CASE OF ANY CONFLICT WIRE THE METHODS OR STANDARDS OF INSTALLATION OF TILE MATERIALS SPECIFIED DO NOT EQUAL OR EXCEED THE REQUIREMENTS OF TILE LAWS OR ORDINANCES. THE LAWS OR ORDINANCES SHALL GOVERN, NOTIFY THE ARCHITECT OF ALL SUCH CONFLICTS. C. DIMENSIONS I. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS GIVEN AS THE BEST PRESENT KNOWLEDGE BUT WITH- OUT GUARANTEE OF ACCURACY. CONTRACTOR SHALL F15-0 VERIFY EXISTING CONDITIONS AND DIMENSIONS AND SHALL NOTIFY THE ARCHITECT O ANY DISCREPANCIES OR CONDITIONS AFFECTING THE DESIGN PRIOR TO PROCEEDING WITH THE WORK AFFECTED. 2 DIMENSIONS ON THE PLANS ARE TYPICALLY TO THE FRAMING FACE OF PARTITIONS OR TO TILE CENTER LINE OF COLUMNS. 3. DOORS AND CASED OPENINGS WITHOUT LOCATION DIMENSIONS ARE TO BE 3' FROM THE FACE OF THE ADJACENT PARTITION. 4. LOCATE WALLS THAT ARE NOT DIMENSIONED. FLUSH AND SQUARE WITH THE EXISTING STRUCTURE OR ON THE CENTERLINE OF A WINDOW MULL- ION OR COLUMN AS SHOWN. 5. DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL USE DIMENSIONS SHOWN ON THE DRAWINGS AND ACTUAL FIELD MEASUREMENT. NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 6. ABBREVIATIONS. THROUGHOUT THE DRAWINGS ARE ABBREVIATIONS WHICH ARE IN COMMON U. THE LIST OF ABB PROVIDED IS NOT INTENDED TO BE CO OF R�RESNTATIVE OF CONDI- TIONS OF MATERIALS ACTUALLY USED ON THE PROJECT. SHEET INDEX (TENANT IMPROVEMENT' D. FIRE PROTECTION 9. I. FIRE PROTECTION CONTRACTOR SHALL PROVIDE FIRE PROTECTION DRAWINGS AS REQUIRED BY THE GOVERNING AUTHORITY. SUBMIT DRAWINGS FOR ARCHITECTURAL REVIEW. CO- ORDINATE ALL FE.AD AND DEVICE LOCATIONS WITH ARCHITECTURAL DRAWINGS. 2 PROVIDE FIRE PROTECTION AT ALL PENETRATIONS OF ALL FIRE RATED ELEMENTS AS REQUIRED BY THE FIRE MARSHALL. 3. FIRE PROTECTION CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONTROL WIRING RELATED TO FIRE EXTINGUISHING SYSTEM. E. GENERAL CONSTRUCTION I. THE CONTRACTOR SHALL INVESTIGATE AND VERIFY LOCATIONS OF STRUCTURAL, MECHANICAL. AND ELECTRICAL ELEMENTS AND OT E-R - XISTING. CONDITIONS PRIOR TO DRILLING OR CUTTING OF SLABS OF STRUCTURAL MEMBERS. NOTIFY TILE ARCHITECT OF ANY CON- FLICTS PRIOR TO BEGINNIN.-. THE WORK 2 TILE CONTRACTOR SMALL BE RESPONSIBLE FOR PROVIDING ALL WALL BACKING AND BLOCKING AS REQUIRED FOR ALL VIA, AND CEILING MOWTED ITEMS. CO- ORDINATE WITH ARCHITECT /TENANT LOCATIONS OF WALL MOUNTED ITEMS (INCLUDING ITEMS WHICH ARE N.I.C./ PRIOR TO COVERING. 3. ALL CONSTRUCTION SHALL BE STABILIZED AGAINST LATERAL MOVE- MENT IN ACCORDANCE W 7TH THE REQUIREMENTS OF TILE LATEST ADOPTED EDITION OF TFE UB.C. 4. OFFSET STUDS WI-ERE REQUIRED SO THAT FINISH WALL SURFACES WILL BE FLUSH 5. PROVIDE GALVANIC INSULATION BETWEEN MATERIALS WHICH NOR- MALLY REACT GALVANICALLY. F. ELECTRICAL / TELEPHONE NOTES I. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN COMPLIANCE WITH ALL STATE AND LOCAL CODES AND OBTAIN ALL NECESSARY PERMITS. 2. ALL DEVIATIONS FROM DIMENSIONED LOCATIONS MUST BE APPROVED BY THE ARCHITECT. 3. THE ELECTRICAL CONTRACTOR SHALL VERIFY THE LOCATION OF EACH CORE DRILL W 7TH THE EXISTING STRUCTURE. PIPING, CONDUIT. ETC. AND SHALL NOTIFY THE ARCHITECT OF ANY CONFLICTS OR OBSTRUC- TIONS. ALL CORE DRILL RELOCATIONS SHALL BE PROVIDED BY THE ARCHITECT. 4. ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AND CONTRACT DOCUMENTS SHOULD BE CALLED TO THE ATTENTION OF THE ARCHITECT. C -I COVER SHEET, CODE INFORMATION, GENERAL NOTES T -I TENANT IMPROVEMENT DRAWINGS AND DETAILS E -I ELECTRICAL LAYOUT, REFLECTIVE CEILING PLAN ELECTRICAL NOTES SP -I GENERAL SPECIFICATIONS 10. VALUATION. $50,000.00 CONTACTS APPLICABLE CODES LATEST EDITION OF THE UNIFORM BUILDING CODE 1997 EDITION LATEST EDITION OF THE UNIFORM MECHANICAL CODE LATEST EDITION OF THE UNIFORM ELECTRICAL CODE BAKER CONSTRUCTION AND DEVELOPMENT E. 2711 SPRAGUE SPOKANE WA. 99202 PH. (509)- 535 -3668 FAX. (509)- 535 -3720 CONTACT: JOE STOP OR RANDY CAMERON FLOOR SUPPLY DISTRUBUTING INC N. 1802 LANGLEY ST. SPOKANE WA. 99212 PH. (509) 535 -9707 I CONTACT. LYNN DILLINER AAA GLASS AND WINDOW (BULLET RESISTENT GLASS) N. 2902 PERRY ST. SPOKANE WA. 99207 PH. (509)- 484 - 1845' FAX. (509)- 484 -0618 CONTACT: ROB CLINE 5. ELECTRICAL/TELEPHONE OUTLETS WILL BE MOUNTED VERTICALLY AT +15" PER ADA UNLESS OTHERWISE NOTED. ALL WALL MOUNTED RECEPT- ACLES LOCATED IN CASEWORK ARE TO BE MOWTED HORIZONTALLY. 6. TRIC DEVI MOU CE NTING FEIGHTS ARE NOTED ADJACENT TO THE ELEC- G. MECHANICAL NOTES THEM/AC SYSTEM SHALL COMPLY WITH ALL APPLICABLE CODES. 2 THE CONTRACTOR SHAD- VERIFY SIZES AND LOCATIONS OF ALL OPENINGS FOR MECHANICAL EQUIPMENT WTIH MECHANICAL DRAW- INGS AS WELL AS SHOP DRAWINGS BEFORE PROCEEDING WITH THE WORK 3. THIS MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONTROL WIRING RELATED TO THE EQUIPMENT HE IS INSTALLING. 4. THE MECHANICAL CONTRACTOR SHALL BALANCE ALL DUCTWORK TO PROVIDE TILE REQUIRED AIR VOLUMES. THE MECHANIC AL CONTRACTOR SHALL PROVIDE ALL AULTS, LIDS COVERS FOR REQUIRED FOR DE UTILITIES. UT SHALL ALSO PROVIDE ANY SLABS REQUIRED FOR RELOCATING UTILITY METERS 6. ALL EXTERIOR WALL PENETRATIONS SHALL BE CALLKED WITH AN APPROVED CAULKING COMPOUND TO LEAVE A WEATHER TIGHT SEAL. 7. THE GENERAL CONTRACTOR SHALL PROVIDE TEMPORARY HEATING AS REQUIRED. DZ ccicqy ABBREVIATIONS F1' A/C ACOUS. AC. T. ADJ. ADJ. AF.F. ALT. AL, ALUM. APPROX. BD. BLDG. 9LKG. BM. BOT. 2 . 2 S CAB CEP. CLG. CLR. CM.U. COL. CONC. CONN. CONST. CONT. CONTR. CORR. CPT. C.T. CTR. DBL DEMO. DET. DF. DIAL. DIA. DIM. DN. DR. DV /G. DNS. E EA. E.F. EL. ELEC. ELEV. ANGLE AT CENTERLINE PLATE SQUARE AIR CONDITIONING ACOUSTICAL ACOUSTICAL TILE ADJUSTABLE ADJACENT ABOVE FINISHED FLOOR ALTERNATE ALUMINUM APPROXIMATELY) BOARD BUILDING BLOCKING BEAM BOTTOM BUILDING STANDARD CABINET CERAMIC CEILING CLEAR CONCRETE MASONRY UNIT COLUMN CONCRETE CONNECTION CONSTRUCTION CONTINUOUS CONTRACTOR CORRIDOR CARPET CERAMIC TILE CENTER DOUBLE DEMOLITION DETAIL DRINKING FOUNTAIN DIAGONAL DIAM6 I ER DIMENSION DOWN DOOR I DRAWING I DRAWER EAST EACH EXHAUST FAN! ELEVATION ELECTRIC(AU ELEVATOR rE- -'v1CL EQ. EQUIP. EXIST. E- F.O1C. FD. FF= FE.C. FF FIN 699 FUR. FIXT. - --w02. F.O.C. FP. FT. FURR. FUT. GA. GALV. GENL G- G-YI9. GYP_ iNO INSU- IN'T_ �N. KIT. KO. 150 LAM LAN. ENCLOSURE EQUAL EQUIPMENT EXISTING EXTERIOR FURNISHED BY OWNER INST. BY CONTRACTOR FLOOR DRAIN FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FACTORY FINISH FINISH FINISH FLOOR FIXTURE FLUORESCENT FACE OF CONCRETE FIREPROOF FOOT, FEET FURRED, FURRING FUTURE GAUGE GALVANIZED GENERAL GLASS GYPSUM WALLBOARD GYPSUM HOLLOW CORE HEAD HARDBOARD HARDWARE HOLLOW METAL HORIZONTAL 5002 I -EIGHT I- EATING I- EATING - VENTILATE AIR CONDITIONING HOT WATER TANK INCLUDING INSULATION INTERIOR JANITOR JOINT KITCHEN KNOCKOUT KICKPLATE LAMINATE LAVATORY LT. MAX. MECH. MET. MFG. MIN. MISC. MTD MTV. MULL. N. N.I.C. NO. N.T.S. 0 0 C. 0H. OPNG. OPP. OPP. HD. P.B. P. BD. PRE. PL. P. LAM. PLAS. PLWD. PR. PT. P.T. PTN, PAD R.B. R.T. REF. REFL. PEER. REVNE. REQ'D REV. QM. R.O. RES. S. S.C. SCH. SEAL. SECT. SH, LENGTH LIGHT MAXIMUM MENHANICAL METAL MANUFACTURE MINIMUM MISCELLANEOUS MOUNTED MATERIAL MULLION NORTH NOT IN CONTRA''- NUMBER NOT TO SCALE OVERALL ON CENTER OVERHEAD OPENING OPPOSITE OPPOSITE HAND PANIC BAR PAPTICAL BOARD PERIMETER PLATE PLASTIC LAMINATE PLASTER PLYWOOD PAIR POINT PRESSURE TREATED PARTITION RISER RADIUS RUBBER BASE RESILIENT TILE REFERENCE REFLECTED REFRIGERATOR REINFORCED REQUIRED REVISION ROOM ROUGH OPENING ROD E SHELF SOUTH SOLID CORE SCHEDULE SEALANT SECTION SHELF 0 W 0 I I V L . c -) SOUTHCENTER PARKWAY VICINITY MAP (NTS) SHT. SIM. SPEC. SQ. S.STL. STD. STL. STOR. STRUCT. SUSP. T. TEL. TEMP. TEX. THK. THRESH. TKBD, T.O. TV. TYP. VAR. V.C.T. LEN. VERT. V.W.C. W. W/ WC. WD. W/0 SHEET SIMILAR SPECIFICATIONS SQUARE STAINLESS STEEL STANDARD STEEL STORAGE STEUCTURE(AU SUSPENDED TREAD TELEPHONE TEMPERED TEXTURE THICKNESS THRESHOLD TACKBOARD TOP OF TELEVISION TYPICAL VARNISH VINYL COMP. TILE VENEER VERTICAL VINYL WALL COVER WEST WITH WALL COVERING WOOD WITHOUT I understand that the Plan Check approvals are set ect to errors and omissions and approval DT puns does not authorize the violation of any adopted cede or ordinance. Receipt of con- tractors copy of approved plans acknowledged. <4 ZZ 00 LULU 00 00 (DO W 1Y 4 0j W Oz J 4 CZ LIZ Z (00 At 4 � . 40 <0 4 m z 0 Z I- 4 0 <0 OO Qin Z ID 0 1� W 04 za 0 - DO u- Z 3ltt • 9000: Iv (W'EC n IICA L RICAL raA .:rkJ3 0508' OF SUKWILA BUILDING DIVISION REVi3iONS ES SHALL BE MADE TO OF WORK WITHOUT PRIOR J L OF TUKWILA BUILDING DIVI i. F t,LL F E A NEW PLANSL 1. A:ID PLAY IN..LJvE !wu{I r AL PLAN REVIEW FE.. RECEIVED Dm of Tu1(W1LA DEC - 6'1000 PERMIT (;clv fER w O w LI N O D DOOR SCHEDULE DOOR NO. DOOR SIZE ROOK FRANC HARDWARE REMARKS MAIL FIN. MAIL FIN. E -I 3' -O' X 7 -0 X 13/4' ALUM FACT ALUM FACT EXIST EXISTING ENTRY DOOR E2 3' -0' X 7-O" X 13/4' HM PAINT HM PAINT 5 EXIST'G BACK DOOR SEE NOTES 3E4 E -3 3 -0' X 6-8' X 13/4' WOOD PAINT WOOD PAINT : 4 EXISTING RESTROOM DOOR B -36 3/ -0" X 6 -8' X 13/4' HM PAINT HM PAINT 2 14 GA METAL DOOR SPECIAL LOCKS C -36 3' -0' X 6-8' X 13/4' WOOD PAINT WOOD PAINT 3 COMMON USE DOORS D -36 3' -0' X 6 -8' X 13/4' WOOD PAINT WOOD PAINT 4 RESTROOM DOOR E -60 5' -0' X 6-0 X 13/8' WOOD PAINT WOOD PAINT 6 BI -FOLD CLOSET DOOR SET WINDOW SCHEDULE WIN NO. WIN SIZE FRANE':IhFO REMARKS MAIL FIN. A 77 5/8' 5 36' X 1 I/4' WOOD PAINT BULLET RESISTENT GLASS WITH EASED EDGES B 30' X 42' X I. /4" WOOD PAINT BULLET RESISTENT GLASS WITH EASED EDGES C 72' X 36' X I/4' WOOD PAINT. ONE -WAY MIRRORED GLASS SCALE' 1/8' = I' -O' FRP ;P 40' 4LLE AT TOILET ONL W Y VIML 1 7° .5 NG W/ 7'-6 CO"E BASE6 !P Vl4LL > F a z° IF STORAGE c4elrer / TaIS DOOR IS NOT / HuvG AT pals nNE 575 -0409 CLG VCT FLOORING CEILING AT II' -O' (7) SPRINIKLER HEAD � lRTJ45 DE T(-E EtiSTING CEILING GRID CARPET FLOOR CEILING HEIGHT AT 11' (81 SPRINKLER I -BEADS 4' 9 3/4' 19' 3 AS_BUILT FLOOR PLAN DEMOLITION PLAN PROPOSED FLOOD' PLAN SCALE' I/8" - I' -0' SCALE' I/8' = I' -O' VINYL TILE CARPET VINYL NSIDE FINIS OF WALLS TILE VCT FLOORING RUBBER BASE CARPET 22 575x304 VINYL VINYL CARPET CARPET 515 -6DI s'I Sis -804_ 575 -0489 MAN- TRAP C_ )0P FINIS I--I PLAN 0 575250 575 SCALE I/8' - 1' - 0' SCALE 1/8' = P INSIDE FINISH OF WALLS 10 G REMOVE EXISTING FLOOR COVERING AND REPLACE WITH NEW VINYL TILE EDIC STORAGE cABIIaET REMOVE STORAGE CABINET ANID RELOCATE SERVICE SINK. AND INSTALL NEW LAVATORY SINK REMOVE ALL EXISTING CARPET AND FLOOR COVERINGS 220V MODIFY EXISTING T -BAR CEILING TO MATCH NEW WALL CONFIGURATION ° PATCH EXISTING GWB AS NEEDED TAPE. SAND AND READY FOR PAINT. REMOVE ALL EXISTING CARPET AND FLOOR COVERINGS REMOVE ALL EXISTING OUTLETS AND PHONE 7seol2 JACKS slseob• REMOVE EXISTING SHEET ROCK ON BOTH DEMISING WALLS TO TNT ROOF DECK AND FOLLOW WALL SCHEDULE .2 MODIFY EXISTING T -BAR CEILING TO MATCH NEW WALL CONFIGURATION CLG 4-9 3/4" 19' 3 I/O INSTALL NEW FRP WAINSCOT ON WET WALL OF GESTROOMS TYP. Fuz CLG H CLG 0 EIS" I 575-0045 515 -0409 O limor EMI vu '_ _ Amin 1 AMIN l'CI MP= 111116 EXIT MAN- TRAP dri 4 sE� sINK 51 BREA I0 7- -ROOM 03 13 DJ 1 SA 'F 4 RQQ OFFICE ELLERS 7 /R 10 c'> C-3 OBEY 5_-3 5/15 15' -10" 6 R.R. IA R.R I-1 l4J 6-36 to �k 7 ' - 8 L 44� 2 �T 3/ / , 8 6/ 5 ® Lr O © I 0 alb 3 5/ 5' -3 5/5 5 • -6 . ®M !tl A REC 1;r�e�� pY Or ielZ5) REFLECTED CEILING PLAN 2' I0 ' /I6 I'" (VERIFY) 1 OiDct - 39 8 "X 20 GA. STEEL STUDS AT 16" O.C. W/ PEA GRAVEL TO TOP OF WINDOW 14.1LV 1/2" OSB AND 5/8" GYP BD EACH FACE 2X8 WOOD HEADERS.._ TELLER SIDE .- 12' SHELF W/ HEAVY DUTY 1 - 5• BRACKETS W/ ADJUST. -. SUPPORTS VINYL BASE TRI.: TYP. FLOOR LINE MAN- TRAP 5! W SECTION I SCA I /2" = = -O 0 ii 12 EXISTING ROOF T AT 24" O.C. FIELD VERIFY ACTUAL CONFIGURATION EXISTING BATT INSULATION BULLET RESISTENT GLASS UNIT (SEE WINDOW SCHEDULE NOTES) LOBBY PLASTIC LAM COUNTER TOP 5100 COLOR TO BE FORMICA 851 -58 SPECTRUM BLUE DIP TEAT TO BE CENTERED ON GLASS UNIT 1X6 APRON W/ P.LAM COVER COLOR TO MATCH TOP SOFFIT MATERIAL TO BE 1/4" MELAMINE WOOD GRAIN `- 2X4'S AT 24" 0.C. LOBBY SIDE ONLY 8 "X 20 GA. STEEL STUDS AT 16" O.C. W/ PEA GRAVELTa TO)4F Oar—W00 I/2' OSB W/ I/2" GREEN BOARD AND FORMICA FINISH KEY NOTES REMOVE ALL EXISTING WALLS AS INDICATED MODIFY EXISTING FIRE SPRINKLER SYSTEM TO MEET NEW CONFIGURATION, DESIGN AND PERMITS BY OTHERS (NOT UNDER THIS PERMIT) 3/4" X 4' X 8' PLYVVD TELEPHONE BOARD FISLQE ATM LOCATION P -6" X 8'-O' EATING COUNTER HEIGHT TO 29" TO THE TOP W /P.LAM SURFACE THIS COUNTER HEIGHT AT 34" A.F.F. TO TOP FOR ADA COMPLIANCE BOTH SIDES -OF MAN -TRAP THIS SECTION OF COUNTER TO BE AT 34" A.F.F. TO TOP FOR OWNER SUPPLIED COPIER. FRONT Y ' 1 TOP VERIFY LOCATION W/ MONEY 1550 I/4' DIA MOUN ;ING HOLES TYP. n < n) T il PROVIDE SOLID BLOCKING W WALL FOR MOUNTING MOLNTING 1- ElE-IT TO BE 60" TO THE TOP. EMPLOYEE MAIL CENTER (NOT TO SCALE) 1 1tH'! 10 I /I" – X- I I/2 1 1 4 SLOTTED TRUSS CLIP AT 4' -O" O.C. MAX. (SIMPSON STC -I) BLOT TO TOP PLATE OF TRUSS. 1/2" CLEARANCE SCREW TO BE 1/4" MIN. DIA., T THROUGH MODIFY EXISTING CEILING GRID TO ACCOMIDATE NEW CONFIGURATION AND INSTALL LANDLORD SUPPLIED TILES. CUT TILES AS REQUIRED SIDE ISOMETRIC MONEY TREE INC REP PROJECT MANAGER m CONNECTIVITY CABINET LOCATION OWNS? SLPPLIED SAFE CONTRACTOR INSTALLED EKIPLOYEE MAIL CENTER FLU_ SIZE REFRIGERATOR CROSLEY CTI9A6F WHITE CABINETS IN SAFE ROOM BAKER'S SUPERINTENDENT WINDOW WIDTH 2 1/: ' to al USE 304 STAINLESS STEEL O MATERIAL BENT AS SHOWN DIP TRAY DETAIL 2 va COLONIAL FINGER- 2 1/4" COLONIAL FINGER- JOINTED PINE - e' ri 2X4 BLOCK I X5 MDO TRIM - 1 X 11/2" MDO TRIM FIXTURE SCHEDULE TOILET KOHLER 4274 HIGHLINE TOILET W/ 19550 SEAT ADA COMPLIANT WALL LAN' CRANE 320 -5 19" X 17' WALL HUNG LAV W/ MOEN 6462 LEVER HANDLE FAUCET BREAK ROOM SINK' SCMC 25' X 22' SINGLE BOWL STAINLESS STEEL W/ MOEN 67425 FAUCET FLOOR SINK' FIAT 24' X 24' W/ 2' DRAIN MOP SINK FLOOR MOUNT W /FIAT 830 MOP. SINK FAUCET GRAB BAR' 11/4' DIA .X 42' X 54' L -SHAPE BAR HIDDEN FASTENERS TOILET PAPER DISPENSER' SINGLE ROLL RT -22 MIRROR' 24' X 36' FRAMELESS OWNER SUPPLIED VVATER STATION 201080 FIRE EXTINGUSHER 1/2' GREY MELAMINE SIDES, TOP, BACK AND BOTTOM W/ 1/4' SHELVES AND DIVIDER DETAIL A SCALE 1" = 24' X 36' MIRROR LEVER STYLE FAUCET TYP. PROTECT PIPES W/ INSULATED COVERS TYP. NOTES REFER TO SP -I FOR HARDWARE AND DOOR_ ELEVATION SCHEDULES I. ALL DOOR HARDWARE TO BE LEVER STYLE 2. ALL EXIT DOORS TO BE OPENED WITHOUT ANY SPECIAL KNOWLEDGE OR KEY 3. REAR EXIT DOOR TO BE EQUIPPED WITH ARM -A -DOR BAR LOCK MODEL A102-00I (NO ALARM) INSTALL ALARM SUB ASSEMBLY A103 -001 4. INSTALL 9/16" DIA PEEP HOLE MOUNTED AT 60' A.F.F. W /200 DEGREE VIEW (BRAINERD a649XC) CONTACT BAKER CONSTRUCTION AT 509- 535 -3668 FOR ORDERING THE BULLET RESISTENT GLASS. ONE WAY GLASS MAY BE ORDER FROM LOCAL DISTRIBUTOR. DOUBLE 2X8 HEADER 2 1/4" COLONIAL FINGER- ,- JOINTED PINE – r AIR GAP ABOVE GLASS -- I X 2 1/4" MDO TRIM -. I X 6 MDO TRIM BULLET RESISTENT GLASS UNIT SET IN WOOD STOPS W/ EASED TOP AND BOTTOM EDGES r , iA t FINISHES CARPET TO BE DESIGNWEAVE STYLE PATTERN 985 OXFORD HALL 40 OZ CARPET COLOR TO BE 0(765 DOVER CERAMIC FLOOR TILE TO BE CROSSVILLE MOSAICS COLOR TO BE MOSAICS-CROSS SHEEN SERIES. A -900 MICA IPS 1 GROUT TO BE MEDIMUM GREY (SEALED) BASE TRIM TO BE JOHNSONITE 18 -NAVY BLUE 1/8" VINYL TILE TO CARPET REDUCER TO BE ROPPE 0(60 -3/8" SMOKE GREY JOINER 60R30174 -220 FIBERGLASS REINFORCED PANELS(FRP) TO BE GREY IN COLOR WITH MATCHING TOP, BOTTOM AND JOINT STRIPS. SUPPLIED BY LOCAL SUPPLIER WALLS TO HAVE LIGHT SPLATTER TEXTURE, PAINTED WITH COLUMBIA PAINT 02- 255 -WB SATIN ENAMEL EGGSHEL FINISH 0000 AND WINDOW TRIM TO BE COLONIAL 2 1/4" WOOD PAINTED WIH COLUMBIA PAINT 01- 265 -N8 ACRY SHEILD ENAMEL WITH EGGSHELL FINISH COUNTER TOP FORMICA TO BE 851 -58 SPECTRUM BLUE COUNTER FACES TO BE GREY MELAMINE W/ BRUSHED ALUMINUM HARDWARE. AND EUROPEAN HINGES WALL FORMICA TO BE 7012 -58 WOOD GRAINED FLOOR VINYL TO BE MANNINGTON ALABASTOR 18004 EXTEND UP RESTROOM WALLS 6" SOFFIT MATERIAL TO BE MELAMINE MAPLE WOOD GRAIN 42" LI8', WALL SCHEDULE 0 8" X 20 GA STEEL STUDS AT 16" O.C. W/ TO UNDER SIDE OF ROOF DECK (I) LAYER 1/2" OSB ON EACH FACE W/ (1) LAYER 5/8" GWB ON EACH FACE, FILL WALL VV/PEA GRAVEL TO TOP OF WINDOWS O 6" X 20 GA STEEL STUDS AT 16' O.C. W/ TO UNDER SIDE OF ROOF TRUSSES (I) LAYER 1/2" OS8 ON EACH FACE W/ (I) LAYER 5/8" GWB ON EACH FACE O 3.5 X 20 GA STEEL STUDS AT 16" O.C. TO 6" ABOVE THE CEILING GRID (I) LAYER 1/2" PLYWD W /1I) LAYER 5/8" GYP BD OVER PLYWD TYP EACH WALL AND THE CEILING IN THE SAFE ROOM ® 3.5" X 20 GA STEEL STUDS AT 16" O.C. VV/ TO UNDER SIDE OF CEILING GRID (I) LAYER 5/8" GWB ON EACH FACE ROOF FRAMING MEMBER WD. G.W.B. 7 -I I /2' DIA. GRAB BAR W/ 300 H BACKING TYP. z¢ FLATTEN PIPE ENDS DRILL AND INSERT I/4' DIA. MACH. BOLT AT EACH END CTYP.) 3/4' DIA STEEL CROSS RUNNER EXTEND VINYL FLOORING 6" UP WALL TYP. DRAWING LEDGEND TYPICAL SIDS ELEVATION (NTS) EXISTING WALL 70 BE REMOVED EXISTING WALL TO REMAIN NEW WALL CONSTRUCTION SEE WALL TYPE SCHEDULE FOR DETAILS C -CLAMP (HEAVY - DUTY) Df C.' il ■ IJ . WITH LOCKNUT EACH JOIST) N 2'X 2'X WE AT EACH PIPE STRUT BRACING TO MEET ALL LOCAL CODE REQUIRE- MENTS FROM LOCAL BUILDING DEPARTMENT MAIN RUNNER \ 4NO.12GA.WIRES m4X" AT EACH PIPE STRUT RECEIVED TO SECURE TO MAIN CTTY OF TUKbYILA RUNNER WITHIN 2' CROSS RUNNER INTERSECTION D i ( , - h -1100 SUSPENDED. CEILING SEISMIC BRACING DETAIL G.W.B. 1 1/2' DIA. GRAB BAR W/ 300 If BACKING TYP. S O N G3 I aU EXTEND VINYL FLOORING 6" UP WALL TYP. 15 TO PERMIT CENTER z 0 0 IX z : ■ r Q W Z I-Q Zzz F - Q 4� a DOa O, � (D '48 '4B' % � H8' � 4B' i, ® �� 0 � I EXIT SERVICE SINK io 0 60" IA. GIF�I YX GFI '60" IA 0 CEILING IN THE STORAGE /ELECTRICAL ROOM TO BE A SUSP. SYSTEM CONTRACTOR TO VERIFY W/ CEILING, ELECTRICAL, TELEPHONE AND SECURITY SUBS TO DETERMINE THE BEST CEILING CONFIGURATION ATM CLG CLG CLG EXIT 0 SYMBOLS KEY STANDARD DUPLEX OUTLET AT A SPECIFIED,HEIGHT GROUND FAULT INTERRUPTER OUTLET WITHIN 6' OF VVATER SOURCE STANDARD DUPLEX OUTLET MOUNTED AT 18" A.F.F. TO TOP OC THE COVER PLATE STANDARD 4 PLEX OUTLET MOUNTED AT 30" Q.F.F.. (UNO) TOP OF OUTLET STANDARD FOLIO PLEX (IVORY ) AT 30" A.F.F. TO THE TOP OF COVER PLATE STANDARD DUPLEX(IVORY) AT 30 TO THE TOP OF COVER PLAT 2" FROM FOUR -PLEX DOUBLE GANG TELEPHONE/DATA BOX(IVORY) W/ EIGHT JACKS AT 30" A.F.F. TO THE TOP OF COVER PLATE 7 FROM DUPLEX. NOTE- THESE WILL CURRENLTY HOUSE 2 VOICE LINE AND 4 DATA LINES WITH. ABILITY TO EXPAND STANDARD FOUR PLEX(IVORY) AT 30" A.F.F. TO THE TOP OF COVER PLATE. DOUBLE GANG TELEPHONE /DATA BOX(IVORY) WITH EIGHT JACKS AT 30' A.F.F. TO THE TOP OF COVER PLATE 7 FROM FOUR -PLEX. NOTE THESE WILL CURRENTLY HOUSE 2 VOICE LINES AND 4 DATA LINES', WITH TI-E ABILITY TO EXPAND. STANDARD FOUR PLEX(IVORY) AT 30" A.F.F. TO THE TOP OF COVER PLATE. SINGLE GANG TELEPHONE /DATA BOX(IVORY) WITH SIX JACKS AT 30" A.F.F. TO THE TOP OF COVER PLATE 7 FROM FOUR -PLEX. NOTE THESE WILL CURRENTLY HOUSE 2 VOICE LINES AND 2 DATA LINES. WITH TI-E ABILITY TO EXPAND. STANDARD FOUR PLEX(IVORY) AT IF A.F.F. TO THE TOP OF COVER PLATE. Q O SINGLE GANG TELEPHONE /DATA BOX(IVORY) WITH SIX JACKS AT IT A.F.F. TO THE TOP OF COVER PLATE 7 FROM FOUR -PLEX. NOTE THESE WILL CURRENTLY HOUSE 2 VOICE LINES AND 2 DALE LINES WITH THE ABILITY TO EXPAND. • SINGLE GANG TELEPHONE /DATA BOX(IVORY) MOUNTED 2" FROM OUTLET WITH 2 VOICE LINES AND 2 DATA LINES (MATCH OUTLET HEIGHTH) STANDARD TELEPHONE JUNCTION BOX MOUNTED AT 63' TO THE TOP (UNO) MUZAK CONTROLS (BY MUSAK I INSTALLER)', 0 SECURITY SYSTEM CONNECTION BOX MOUNTED AT 60" A.F.F. (6 TO 8" FROM EACH WINDOW EDGE OPTIMA PATCH PANEL BOX (LOCATED IN CONNECTIVITY CABINET) 7`DAY PROGRAMMABLE THERMOSTAT MOUNTED AT 60" A.F.F. TO TOP OF UNIT O MECHANICAL CONTRACTOR TO SUPPLY AND INSTALL LOCKABLE COVER $ LIGHT SWITCH MOUNTED AT 40" A.F.F. TO TOP OF THE COVER PLATE O SONITROL KEYPAD SINGLE GANG MOUNTED SIDEWAYS AT 58" A.F.F. TO CENTER OF KEYPAD • MEGLOCK MOUNTED AT 60" A.F.F. MUD RING DUEL GANG LOCATED INSIDE CONNECTIVITY CABINET 1/2" ABOVE CABINET FLOOR ALL OUTLET COVERS TO BE IVORY COLOR ALL EXISTING COVERS WHICH ARE NOT IVORY APE TO BE REPLACED VERIFY WITH MONEY TREE WHICH EXISTING OUTLETS AND PHONE JACKS TO REMAIN. 'D2 000' 3q w G \� 5 O oto-N . L � RECEIVEG CiTYOF T UKWIIA DEC - 6 2000 PERMIT CENTER W O } 5 0 4 5 a. SIGN 20 500 3 - 4 6 1500 HO 1080 20 SICK' OUTLETS OUTLETS 20 1080 5 OUTLETS 20. 1080 7 8 1080 20 OUTLETS OUTLETS 20 1080 ° 10 1080 20 OUTLETS OUTLETS 20 1080 11 12 1080 20 OUTLETS IG OUTLETS 20 180 13 14 180 20 IG OLLTETS IG OUTLETS 20 180 5 16 180 20 IG OUTLETS LIGHTING 20 1425 1; IF 1425 20 UGMT1NG TELEPHONE OUTLET 20 180 19 20 1500 120 ITT WATER TANG HVAC 30 8640 21 22 20 SPARE i 23 24 20 SPARE 11 25 26 20 SPARE 29 30 31 32 33 3-4 35 36 37 33 GO 41 c2 DOOR HARDWARE SC -EDULE GROUP 1 STOREFRONT ENTRY DOOR LATCH' DEAD BOLT IN BOTTOM AND TOP RAILS HINGES' PIVOT STYLE HINGE CLOSURES: NORTON 7500 SERIES PUSH/PULLS: BY DOOR MANUFACTUER TO MATCH DOOR SERIES THRESHOLD: CENTER HUNG BY DOOR MANUFAC T UER TO MATCH DOOR SERIES GROUP 2 MAN -TRAP, SAFE ROOM LATCH: SCHLAGE, AL -80PD SAT626 I/O CYLINDERS 2 3/4" MORTISE CYLINDERS: MEDECO SUPPLIED BY MONEY TREE INSTALLED BY' GENERAL CONTR. CLOSURES' NORTON 7500 ' SERIES HINGES: I I/2 PAIR PER DOOR STANLEY ARCHITECTURAL SERIES 06 -8441, FBB179 4 1/2" US26D GROUP 3 COMMON USE DOORS LATCH: SCHLAGE ALTOS SAT 626 PASSAGE LATCH 2 3/4" MORTISE HINGES: 1 I/2 PAIR PER DOOR STANLEY ARCHITECTURAL' SERI SE 06 -8441, FBBI79 4 1/2" US26D PLUMBING FIXTURE SC WALL HUNG LAVI CRANE 320 -V 19" X 17" WALL HUNG LAVE VV/ MOEN 6462 LEVER HANDLE FAUCET (WHITE) FLOOR DRAIN (WHEN APPICABLE) ZURN 6415 2" WITH GRATE EDULE TOILET: KOHLER K4274 HIGHLINE VITREOUS CHINA BOVVL WITH K -4620 VITREOUS CHINA TANK AND COVER TRIP LEVEL K -9404, 1955C SEAT (BOTH TO BE WHITE) ADA COMPLIANT LUNCH ROOM SINK SCMC 25" X 22" SINGLE BOWL' STAINLESS STEEL WITH MOEN 67425 KITCHEN FAUCET FLOOR SINK: FIAT 24" X 24" 2" DRAIN MOP SINK FLOOR MOUNT WITH FIAT 14830 MOP SINK FAUCET. ALL FIXTURES TO BE AS SPECIFIED OR APPROVED EQUAL APPROVAL TO BE BY BAKER CONSTRUCTION (509)- 535 -3668 CONTACT JOE STOP OR RANDY CAMERON GROUP 4 RESTROOM DOORS LATCH: SNCLAGE AL4OS SAT 626 PRIVACY LOCKSET HINGES: 1 1/2 PAIR PER DOOR STANLEY ARCHITECTURAL SERIES 42 -1606, 20608 4 I/2" US26D GROUP 5 REAR EXIT DOOR LATCH: ARM -A -DOR BAR LOCK MODEL A10 00I W/0 ALARM, MODEL A103 -001 ALARM SUB - ASSEMBLY WITH MEDECO CYLINDER,(MEDICO CYLINDER SUPPLIED BY MONEY TREE) FOR ALARM SHUT -OFF. CYLINDERS INSTALLED BY GENERAL CONTRACTOR. PEEP HOLE' 9/16" DIA PEEP HOLE MOUNTED AT 60" A.F.F. W/ 200 DEGREE VIEW BRAINERD n649XC GROUP 6 BI -FOLD CLOSET DOOR COMPLETE BI,TFOLD DOOR' PACKAGE VV/ HARDWARE' INCLUDED. ALL HARDWARE TO BE AS, SPECIFIED OR APPROVED EQUAL APPROVAL TO BE BY BAKER CONSTRUCTION (509) - 535 -3668 CONTACT JOE STOY OR RANDY CAMERON CIRCUIT DESCRIPTION AMPS LOAD CIRCUIT CIRG9T LOAD Ahff PANEL A I 20 SIGN CIRCUIT O'P1I01.t BUSS 200A /3P TYPE MB VOLTS 120/208 TOTAL LOAD 28530 THIS IS A TYPICAL PANEL SCHEDULE (ACTUAL PANEL SCHEDULE TO BE SUPPLIED BY ELECTRICIAN) DOOR ELEVATION SCHEDULE 7 c X 4 ' O " E -I OR B -36 C -36 D -36 E -48 A -72 NDW GROUP 2 NDW GROUP 3 HDVV GROUP 4 NDW GROUP 6 NDW GROUP INDICATES TEMPERED' SAFETY GLASS AS REQURIED''' BY'CODE HARDWARE GROUP 5 USED I ON 'REAR EXIT DOOR.' 2 ooa- 3 CONTACTS BAKER, CONSTRUCTION AND DEVELOPMENT E. 2711 SPRAGUE SPOKANE WA. 99202 PH. (509)- 535 - 3668 FAX. (509)- 535 - 3720 CONTACT: JOE STOY OR RANDY CAMERON FLOOR SUPPLY DISTRUBUTING INC N. 1802 LANGLEY ST. SPOKANE WA. 99212 PN. (509)-535-9707 CONTACT LYNN INER AAA GLASS AND WINDOW (BULLET RESISTENT GLASS) N. 2902 PERRY ST. SPOKANE' WA. 99207 PH. (509)- 484 -1845 FAX. (509) 484 -0618 CONTACT: ROB CLINE RECEIVED CiTV OF Tl! "'' • DEC - S Zug., PERMIT CENTER 0 W 0 0 0 0 z C5 W 0 IL w