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Permit D01-270 - MARSHALL'S - IMPROVEMENTS
001-270 Marshall's '348 Southcenter Py :City of Tukwila / Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 262304 -9079 Address: 17348 SOUTHCENTER PY Suite No: Location: Category: ARET Type: DEVPERM Zoning: Const Type: Gas /Elec.: Units: 001 Setbacks: North: Water: TUKWILA Wetlands: Contractor License No: ACICOCL014CW OCCUPANT MARSHALLS Phone: 1.7348 SOUTHCENTER PY, TUKWILA, WA 98188 OWNER MBK NORTHWEST Phone: 206 575 -8090 C/O TRAMMEL CROW COMPANY, 17560 SOUTHCENTER PY, TUKWILA WA 98188 CONTACT BILL HOOK Phone: 435 -645 -7015 PO BOX 770 #375, PARK CITY, UT 84060 CONTRACTOR A C I CONSTRUCTION CO LC P.O. BOX 770 #375, PARK CITY, UTAH 84060 • 1c4c** *lr*4ck*eft.********** k* **4ckll*k ***.** **** ******* * *k k *•k:E•k7k*** * ** * *•k ** * * ** * ***** *** ** Permit: Description: INTERIOR TENANT IMPROVEMENT. * * * * * * * * **** **** * * * *'k* * * * * ** k * *** * * ** * ** * *•k * * * ** * * ** ** *A * * * * *** ** * * ** Construction Valuation: $ 230,000.00 PUBLIC WORKS:` PERMITS: *(Water Meter Permits Listed Separate) • Eng. Appr: Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Cut: Fill: Land scare Irrigation: N Mo;ving 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 •******* k*** k****************************** . * * * *** * * * * * * * * ** *** * * * * *** �k' . TOTAL DEVELOPMENT PERMIT FEES: $ '.2,845.39 **************************• k ** * * ** * * * ** ** * * * * *** ** * * *k* * ** *fie* *** * * ** * * * * * * - k * * * * * * ** Permit Center Authorized Signature: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the 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 permit. Signature: DEVELOPMENT PERMIT Permit No: Status: Issued: Expires: Date: (206) 431 -3670 .0 South: .0 East: .0 West: .0 Sewer: TUKWILA Slopes: N Streams: D01 -270 ISSUED 09/1.9/2001 03/18/2002 Occupancy: STORE UBC: 1997 Fire Protection: SPRINKLERS/ Date: (`� /T'"o/ Print Name : _ .46e _ detUQC Z- 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. CITY OF TUKWILA Address: 17348 SOUTHCENTER PY Permit No: 001 -270 Suite: Tenant: Status: ISSUED . type: DEVPERM Applied: 08 /27/2001 Parcel #: 262304-9079 Issued: 09x'19/2001 •+k•k * * * * * * * *•k *•k* * * **** k *•k•k** * ** *•k *•k* * * *•k* k********** * * * * * * * *•k * * * *•k * *•k * *•k *•k * ** ermit Conditions: .,No changes will be made to the plans unless approved by the Engineer and the Tukwi la.. Bu i;l"d.ing:,.0ivsian. Any new ceiling grid,,`an;d light fixture ;°Installation is required to meet lateral bracing requirements for Seismic Zone 3 . Partition walls' attached' ceiling grid must be laterally braced ifbver eight tip) feet in length. Any exposed '"insulation s backing material ,shall have a Flame :Spread °r Ra t i ng `:.of 2S ors:" l ess, and material shall bear ` identi- fication showing the "fire rating' thereof. All :Construction to be done "inConformance with". ::approved." plans, and requirements of the Uniform Building Code (1997. Edi)tsion). as amended, Uniform Mechanical Code (1997 Edition), ;and •,Washington' State.Energy Co ale (1997 Edition). P,V uin 'b ing' Permits shall be ,obta i ne d through the Seattle-Kin 'C•iiu,nty' of Public Health. Plumbing will be . inspected by that - agency, " 'including all' gas piping - ...,. Validity 'of Permit...,_,, The issuance of a__permit or approval o plans specifications,. and computations shall not be .con *rued to be a .pe rmit for : -or an of, any violatio any Of the provisions ; of the building code or of any otherord;inance of'thejurisdiction: Na permit presuming ;give authority to violate or cancel the provisions of this code, shall be= va l id Electrical permits shall be obtained through the Washington State.Di vision Of Labor and Industries and all electrical work;; wi l l be inspected by that agency (24$ -6630) . ;:There sha l 1 be no occupancy of the building(s) :. : :until the ;final 'inspection has' been completed by the Tukwila Building Inspector :.:Al l mechanical work shall be under separate permit; issued by the City of -Tukwila. VENTILATION `"IS REQUIRED FOR ALL NEW ROOMS AND SPACES OF NEW OR EXISTING BU ILDING'S IN CONFORMANCE WITH THE UNIFORM BUILDING CODE AND THE WASHINGTON STATE < "VENTILATION AND INDOOR AIR QUALITY CODE, CHAPTER 51-13 WAC. 12. 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. 13. ** *FIRE DEPARTMENT CONDITIONS*** 14. The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 15, The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 1 e f rte M } f . m. .b<, .r. S ";.a%fi [ f 4fif" `Fs'�li'�1 a" aiS'1;:? . .., .... ..,.. . ..�. .;,X •= !....1« w %�.,.1 ���. xk�." s'.: iL+ ti:. i. 4id. WiJ. bekf::," �h": ak. Xs�'!. i; i�sr.. �fS: LtS' in; i5��. i �`'; e' �k€ i' iYG�iSSrii:{ 1' se& 14` �Y3Ra+ o+, nrv.+ 9k, Y.^.' tiYitdYJi :.k`S��.UrCt�tv+�l�1V�;� • �'S.n'�.Sfi 5; vela C L 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, +08:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3-1.1) 16. Portable fire extinguishers shall be securely installed 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. , 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 ppintIng to the unit. (NFPA 10, 106.3) (UFC Standard 10-1) • 18. Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10 1-6.5) „ . Fire extinguishers require monthly and yearly inspections. They Must have a' tag or label 'securely attached that a z indtcates the , month and year that the inspection was performed and shall identify the company or person per the service. (NFPA.10, 43,' 4-4 and 4-4.3 'Every six,"years, drYchemiCal halon type fire extinguishers shall be emptied and subjected to the • s', 40ilicab1e recharge_prOCed6res. (NFPA 10, 4-4.1) If the'4:: required monthlyand,yearl!y ,inspections of the fire 'extinguisher(s)* are not a'ccomplihedor the inspection tag ihnot•complete, a rep'utable' fire. extinguisher service Company will be required to conduct these required surveys. ( NFPA 10, •-3, 4-4) . • MaAntaln fire extinguisher coverage throughout. • Np:,,:point in an unsprinklered building,may be more than 200 feet from an exit, measured along the path of travel. NBC), , • 11564.2.5.`2:1) ... • - Nopo,intin a sprinklered building may be more than 250 feetfrom an exit, measured along the path of travel. ( UBC 23. Exit doors shall swing in the direction of 'exit travel when serving any hazardous area or when serving an occupant load of 50 or,IMore,s'(UBC 1003.3-1.5) . '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) 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) 26. 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) 27. 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) • ; 28. Internally illumi. exit signs shall have th bulbs working at all t16-s-. (UBC 1003.2.8.4) 29. 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) . The power supply for means of egress illumination shall Jnormally 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 1,00 or more. Such emergency systems shall be installed in accordance with the electrical code. (UBC 1003.9.2) All exit signs shall be illuminated at all times. To ensure continUed'jilumination for a duration of not less than 1 1/2' hours In case of primary power loss the exit signs shall also be connected to an emergency electrical system- provide from storage batteries, unit equipment or an on site generator set, and the system shall be installed in accordance with the electrical code. (UBC 1003.2.8.5), . Maihtlat) sprinkler coverage per N,F.P.A. 13. Addition/relocation of walls, closets or partitions' may require relocating and/or,adding‘sprinkler heads. ' 33 Sprinkler protection shall be extended to all areas where I 'r equired, includinq,a11,enclosed areas,' below obstructions 3 and under overhangs greater than four feet wide. (NFPA 34, All new spri to existing sprinkler systems department review and pproval to installation or modificationi. New ,, sprinkler syitems and all modifications to sprinkler systems' involving more than 50 heads shall have the written' approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, ' Kemper or any other representative designated recorgnized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence 'without approved drawing's. (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. (WAC 212-80) 36. Maintain automatic: 'fire detector coverage, per N.F.P.A. 72. Addition/relocation of wails, 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) 38. 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) All electrical work and equipment shall conform strictly to ^ . • , g144%;:li-tx194 g,t4u4',, ' -1 the standards of The National Electrical Code. (NFPA 70) 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 be provided directly in front of the panel. (NEC 110-16(a), NEC 110-16(c)) . Each circuit breaker shall be legibly marked to indicate its purpose. (NEC 110-22) 42. Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperlY (UFC 1111.1) The maximum flame spread class of finish, materials used on interior walls and ceilings shall not exceed that set forth in Table No 8-B of the Uniform Building Code. (UBC 804.1) . Your street must be conspicuously posted on the building and shall be plainly visible and legible from the (streetNumbers contrast with their background: (UFC ..§01.4)4) In order to provide you with the fastest police and fire probeFtlon under emergency conditions, please post your suite, room or apartment number in a conspicuous place near th'0„mai,n,:entri door.: (UFC 901.4.4) Department lock boxes shall be provided for access tol. .allfthe-dlarm panels and sprinkler risers. The 4ppropriatekey(s)'foraccess shall be placed in the Lockbox order forms Must be obtained from the -Tukwtla_Fire'Departlient: ,1,(City Ordinance #1900). - ontacther,Tu'wilaTire-PreventiOn'Bureau to witness-all :. required inspectio and ' 10.503) (City .' Ordinance #1900 and *1901) • . r,eView-limitedtb only - speCiajf1r6:permits may be necessary depending on detailed; 'deS6riptfOn'of intended use. '..AWovertbOked,hazArdous condition and/Or violation of the - . adopted Fire or Building Code*does of sucWOndition or violation "Y • • The plans were reviewed by _c53_. If''yoUhave,ariy -questions, pTease call the Tukwila Fire Prevention Bureau at (206) hereby certifha,t I have read'theSe_Conditions an 44111 comply with :them as outlined .„ All provisions and ordinances governing this work will be compiled with, 'whether speclfle4lierein or not. The granting of this permit-doeS:nOt'pre*te to give authority to violate or cancel the provisions Of other work or local laws ,regulating construction, or the performance of work. Signature: Print Name: Date: •, Project Name /Tenant: �fifShctl s Existing use: 2r-Retail ❑ Restaurant ❑ Multi - family El Warehouse ❑ Hospital ❑ Church • ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College/University ❑ Other _ Proposed use: Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse CI Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School / College/University ❑ Other T____. — ______ _- ,__________ Value of Construction: in- D-oat --- , ,() ()o. Tax Parcel Number: Site Address (include suite number) , • . 1. - nu e.R . [ . - City State /Zip: • ' ' s ' 6 Property Owner: 1)113A fVoR(lhtoesT 1 y Existing fire protection features: Id sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify) Will there be storage of flammable /combustible hazardous material in the building? ❑ yes ® no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets _._. Phone: 503-636-01 ?00 Street Address: 1 /94e9 Sw rn w kkko osft o 7& City State /Zip: Fax II: 5023 - 63,‘- X33 I Phone: 1 135 - - 6 1.5 - 70/ .5 Fax 11: .9,3 - y5- 9 0025' Phone: 9 %1- 9 /v —oya0 Con actor: • . * L 4 c Street Address: a PO eox'17o= 75' PARkC;r/ CYAN iN0 City State /Zip: Archy'w c(: (� WIZ-NI Izm RRch'7&& rs Stree Address. • • • - ._' �. : ' i _ E, City State/Zip: 75oSk Fax #: 97 02 - 7/V- oaka Engineer: Phone: Street Address: City State /Zip: Fax It: Contact Perso • 61 11 (4o Phone: t./, r tt/S - %5 X 105 Street Address: * 7.5 . PA-.k c{t- COAH � Y 0 6 t�e/Zip: Far3 Gy5 -oas( Description of work to be done (please be specific): _TNTe.2i Ten) 6JT ( rArravveimenJ( . Existing use: 2r-Retail ❑ Restaurant ❑ Multi - family El Warehouse ❑ Hospital ❑ Church • ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College/University ❑ Other _ Proposed use: Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse CI Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School / College/University ❑ Other T____. — ______ _- ,__________ tt�� Building Square Feet: existing No. of Stories: I Area of construction (sq ft) O 9Y( Will there be a change of use? ❑ yes ® no If yes, extent of change: (Attach additional sheet if necessary) . Will there be rack storage? ® yes ❑ no 1 y Existing fire protection features: Id sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify) Will there be storage of flammable /combustible hazardous material in the building? ❑ yes ® no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets CITY OF TUK 'HA Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 (206) 431 -3670 Commercial / Multi - Family Tenant Improvement / Alteration Permit Application ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering • 0 Cut cubic yds. 0 Fill cubic yds. CI Landscape Irrigation ❑ Sanitary Side Sewer 11: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage . LJ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Exempt II: Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous 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 in 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 accepted: /2 0 11/10/00 cip nilil.tloc 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) Date application expires: lay lot Number: i � rip Number: Permit Numb ❑ Flood Control Zone ❑ Hauling 7 Application taken by: (initials) Jc(i)y PLEASE SIGN BACK OF APPLICATION FORM BUILDING OWNER OR AUTHORIZED AGENT: Signature: Date. .�,( -' h 3 — O ) Print name: ez_ Ph n f� Address /9 2 3Y$'ih ce�1'e P k( ity /Slat i /`it W 9 a/ 6 T ./4.w t f3 4 APPLICATIO • MUST BE SUBMITTED WITH THE ' LOWING: ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGIN. ,ARC 1GIL,�*INEER Y • ALL DRA'IN S S1 LillE 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 : 11/30/00 clperuiil.duc ❑ Site Plan (including existing fire hydrant location(s) 1. 2. 3. 4. 5. 6. 7. North arrow and scale Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements Parking Analysis of existing and proposed capacity; proposed stalls with dimensions Location of driveways, parking, loading & service areas Recycle collection location and area calculations (change of use only) Location and screening of outdoor storage (change of use only) 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 10.45.040), 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 M -9). El ❑ Floor plan: show location of tenant space with proposed use of each room labeled 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 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. ❑ ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). ❑ ❑ 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. S1d i** * *I * *'etds4 *#of4st*tt* *4• . **4. **to* . * * ***It* dt * *dtd * * *d *' *d< Y OF TU KWILA, l W. Reprinted .09/19/01 12:38 TRANSMIT .t * *'ivi% t * ** * ** ***,t ** *,t4.*44*: *era * * *a *** *kit * * * *+ >t4 * * *� s 4. * * * * .. (NBM :IT I+lumbci R0101231 ; Amount: 1' 09/19/01 12:3 Hy mertt M €thad a .CHECK I4ot .t i c,ri p ACI CONSTRUCTION Twit: SKS ,Nci: • n01 -270 . Type;'. DEVPERM DEVELOPMENT PERMIT ;Part,e I.. Mo: 262304 -907 1t; e. Addreee : 9OUTHCENTE.R PY Total Fee': 2,843.39 T' ► s Payment 1, f�,53.. 45 , l " 1 ALL Porte!: 2 , E ;45 „39 Rdlanc:eN �00 Brit*'* lc. * * * *d:* ' 4 * * *' , *,i.4 * * * 4- •. *A * * *yl. -4i * * * * * *:th * * **>ti *:t *4 * * **?cA t *lc*4: A ccount Code , Desc;r 1 Irt on. Amount: . 0 00/3221, -100 : BULL :DING NONRE5 1,64.81,9:; 00 /,;3'136. -9..04 STATE"- t RUILDING. SURCHARGE '., 4..50 • r t t r ' '' F"7 � X47 t` •F4 , 14 r,* 4': IJ �5+ P ^ r • � V t r a t aw' ��11�� c:i y , t J ?: -1 t� .r '- r .. t e, ti: It� L' ; J •; a'o `�: 3 . d ? ,,• ' � k r �t�11't,:�+i .�. .4,. . ; , y..: '4�r r 1 , tr ,� 9 �, :r1: + .r. + r � t �•. i.t Jt ,r 4 err it: Nol .D )1-270 1 « DEVELOPMENT. PERMIT Y. rcel ;`W0« .262304. -907 • e tl't!¢r a 1 . H al anco- r i � ,. * .,* •A.. * * / s 4 s fir:* A***'. 1aF** dr*****4 **•4.A.*fe*4.*4 *fiest- 1+*** r��I V1 FUK IL'11y 1'1 110.I� 0 13 �2w7/01 0'1:31 TR1S�SMIT, ** 4sl ;* * sE • *c * **st** *** - *!t1 d•"* st****' isl•t*st*4 st ****E ***4***** >7'Ntdar 1um;ber: 12010110- Amount, 1,191.94 08/27/01 1?`�tvmerlt. iethi ad a° : GHECk Natation: -ACI C oNSTRUC TToN • Iri its BLH Tota Fees: 2,.84 ..U9 Total ALL Pmts: 1:1.` 1. 94 1.653.45 *'* *********** h ** *4 ** * * ****A * ** * *4 *** .**s4** ****st * * * ***a * * * * ccaunw Code Description Amount DO/345. Project: A A ! /, i Type of Inspg'cti• Address l � i Date called: ' ',Special`instructions: Date wanted: a. /��/� Requester: q Phone: `q Approved per applicable codes. r . Corrections required prior to approval. COMMENTS: . > , f ..../' /' 1 . INSPECTION RECORD Retain a copy with permit INSPECTIO NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter B lvd, #100, Tukwila, WA 98188 Inspector. Date: 12--1 n $4 REINSPECTIONJ E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 4 ..;0 .'.4ttho..e „Y`'•d:K`.0 "v�l';:'1!' "i Fi'�5"+'�'. Lrti *'.,`4 ,`:'G!'s'?r 'ncnf�, : u: shi: �,.#; �KU��>s)lir.':i;i'�tu'1'k�5,•xf ;da1k'h. r • P let/k : VW-et- l \ fs Typf In spectkon: 1 I ifla , Addre ti-3Z 5c-- F r Date cal d: / I n 0 Special instructions: .......,..... .",•,,l'eA /2 ; J Date a ed: / 0 i / I 7 t a.m. P• • Reque er: i i . L0 I 1 I'e Pho 1 , • n‘ INSPECTION NO. CITY, OF TUKWILA BUILDING DIVISION 6300.Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicablecodes, INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431-3670 Corrections required prior to approval. 4/ . , e 0 14 Inspector: Date: 1/77:7 El $47. 01EINSPECTIO EE REQUIRED. Prior to inspection must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: • • , -zti.446(.,;1 AtiarV'a.404m0 ..,•,130. 'Address: : Special instructions: Project: - Approved per applicable codes. COMMENTS: Corrections required prior to approval. ; :INSPECTION RECORD Retain a copy with permit INSPECTION_ NO ' ,::':': : , i Chi , OF i1U KW! IA ' BUILDING DIVISION 6300 Southcenter B yd; :#100, Tukwila, WA 981 . . • . . . 1 ,Inspector: , Date)/ 50 :$47.00REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA: 9818.8 at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. , ? 1sg is g ... .f ,,rrw 42 '.?t PERMIT NO. , I (206)431 -3670' rru�eu: �� �� !� Addr ss• ‘ rf � � Special instructions: Date wanted:' ate cal e : Requester: Phone: COMMENTS: 0 A i $-2 7 '--'- 01, - : ee yt • Corrections required prior to approval. Inspector: .. f�1L.1� $47.00 REINSPEC ' ON FEE REQUIRED. Prior to inspection, fee must be paid Receipt No: Date: • C.�._,r..:c..+' •;r T:Yiic:;r.G1uY;:�ii&' °M�. it < tt..'`: a�Xw,,.[». SY: iS., i. ur< h= 5x. ttY' n'? erc.(%!' �x:. 4iu' 4 6+:Ei1'�,K3Y'�a`:`hT.�'..v4 Pro ect: Alf / (l) J / ter Gf Type o Ins ect one Ypc,, /�iid(i ~ . Address::' Date caHe¢. Spe instructions: f' Date wanted: f �� •• 1V – �� .. Requester ! ,, r � Phone G�7 2 — S -/J. N NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: eta eE-, / 7.0 f 1. e J ' 4116/9 z...b>/ Inspector: Date. Art .1.111 1 i I $47. WINSPECTION FFREQUIRED. Prior to inspection, fee must .e paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: J:S !ih::� � >.1'..!.a 7t %4.,;;- i,a•'Ibi'.> "v..iu::ilSii 44k 1h'wl o:„ Project: C Type of lnspectio • , 1 Addres / fc� . �' Ai Date caller 76 -- /9 —0 Special Special instructions: Date wanted: a.m. Requester // . 6 u i Pho 4,6) s)s"— 93y? /O 1. _ 1 O ,:, ±,• it t' :t• f, INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188. , _ , (206)3.1 -3670/ / Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: 0 $47.00 REINSPECTIO E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call t� schedule reinspection. Receipt No: Date: Project: Type of Ins ection Address:. Date called 1a-- - 5— = q, 1 ,, P Special instruc ions: Dat wanted: Cam' / Q—S1 / p.m. Request � Phone: 9 W I INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 pproved per applicable codes. INSPECTION RECORD Retain a copy with permit COMMENTS: ,t/7 /Z /D,Q tAi/ // 6' a19 ,e/\ - App' i Aryt ,ri/ro, 4,0/0 4/w1) pet r: $47.00 REINSPECTION FEE REQUIRED. rp dr to inspection, fee must be paid at 6300 Southcenter Blvd. uite 100. Ca to schedule reinspection. Receipt No: Da Date: 0/4-2, PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: .— 00/e 6Vr9 /r <tJ*7 / t o . c evs a ia S - r9PP l /y7 -at/i1 eR5 0 t- IQ , �-- - f'plG/V 4) -g c� e - l9f "Psli Date called: Ir 4/2-- i I 1 Y� 2S Sp, cial instructions:"" /507.7 I) 4 / He (4?& i bolo - -i' P,? s CDdig1 Q.rV A Ld1fn]G• - -- 4-PAe/ 1 1� Phone: i AA to A. P07 / 4 / 2- // 5 P S6 y" �.c7 f zoF4 /r, 1 Ciki//44 Pr 'ect:. Tyke of Inspection: Addr � � .S.C' to 1�- Date called: Ir Sp, cial instructions:"" Date wanted: i o f j / q Pil. 1 ?.re Requester: d A t i t Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 pproved per applicable codes. INSPECTION RECORD Retain a copy with permit spector: IN $47 10 REINSPECTION FEE 4 EQUIRED. Pri a •300 Southcenter Blvd., Su to 100. Call Date: f - a7 PERMIT NO. (206)431 -3670 Corrections required prior to approval. Dater / r to inspection, fee must be paid o schedule reinspection. ,. k5�.:.'. x ": 7 : 5�:: ii•{ ei::\: rt=;.'. x�,:. 1 4: U. i�Sia... v';. a'G W :.:.,..G:ei:..�wi.a. • w i' �5�:`. a +114:�itic)ud «z7;.r,:'.u'•.:',w 3 °r�i�.l i�'', ,i �. .;�2'v�`i2;%Y:lvr*>ti'��i: i+�i.r ya:4X) `+,i ?1+,�'s ,,. �.rfr. }_i i COMMENTS: Ale 7 ailfil --/ /1/51/ /17201 i'RF7 A/ 1(11 24 ///- 7 ;1A t /19/70 ilith ( :Sr -e-d;lter e:6 - 1-) 6 W 6/14n aimgme /9 q-__./Agrlit 6 ortia g ( -574Ahroie 1- I' nqc e rni, e d / i -, rR/17-ni,k/ .&) /-'7i (200R ,;1) a 1?_ 4.1 6 ri/Ae2 F- /1 Poe , 7 A/o(erhicuiv / ri AMe zepn,v tqc:r: (7,1./ , 1 --7 - /R o ccz,c(iyw/(4 /,___ • \c5 6 / e /144c %alp. 4 1/2- 6 ca kg,. •7:-0Q4 ,r 5 nri-gt ligge9-3 • f 1• • `• . • • • ; ••• a•• '',•f• • . autigiiii;14,W•••V•.:44ivoff•:.?Lf.N.`S••ist”!ilf•kci.k440:01'...:!■.afq.,‘414-..'411'4•44',11.ti..4•4..••*014,ilejithifiWin11414:41r4mr.4*.,,,; Inspector: ceipt No: INSPECTION RECORD Retain a copy with permit INSPECT ON NO 11* OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ate: Date: • PERMIT NO. (206)431-367 Proiect: /Via r e4 f Sc Special instructionsr Type of inspiction: tat _LAW I gzaillY1 Date Date wjintegl: 7° / resfi; Approved per applicable codes. ri Corrections required prior to approval. / ._ 0 REINSPECTION FEE R S UIRED. Prior to) spection, fee must be paid 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. w15. I Proj.7.ct: _ , i // ,(0-1 5 ha-it- Type of Inspecjion: t,04 /1 rilcut„.. fra-m9 izill ko a I 1 kca rd. Address: , .... Sc .., ,2' / $"15 ... ' pp Data,callTd: / Special instructions: .... - Date v/anted: / i r P.m. Requester: Phone: 7 .9?q,EP t I Y -Appioved perViplicable codes. COMMENTS: N ) J, /6. (/ /2 / Aro (1244 /e f-t ( ..#4. 1/2 I Date: 7 INSPECTION RECORD Retain a copy with permit •77 INSPECTION NO. • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188A • PERMIT NO. 2O6)431-3670/ Ei Corrections required prior to approval. El $446 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be p id at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: I Date: timdtgattagiatittioAillog • , ' % • • • Park L4W11..: i'A,VCAVAA'ArSitigiiiVA t0140 (i4A.ii,haZ.34 ••: Project: r shna 11 S Tye f Inspection: r . v', ( /1 : /"7`9'M sc. / Date ca d: c z,l (C( - Special instructions: �i Ph Da/ t d Request r: • Ln {i .i(0' 575-- 3 g pproved, per applicable codes. ge A 4 :. .i . . t SPECTION. RECORD eta a' copy w permit NSPECCION'NO: . . 'OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd,; #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. COMMENTS: , .. ._, / 4.4-7 40 641, r../ e A -{ ripokrpo (-t_ ?' /1 -r C $47.00 REINSPECTION Ff REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: ,Date: .:. ��' s" s t��' ' xa. �u�,rt.�iw.c'.a,��k�.�nad'!r a r= 3:a':n.. < r�s.;i.t,:... y...r 2 ryry,, (� 04 1!� -' � '�y.lt[�C� A t41w�.M3n ;:. M n. (�14d�'lilQiJ3�.K+: 1N. Z W oG 2 U0 NC . LU W J Nu_ W O u_ � CB 0 I ill Z � U • � N O uJ O : co 0— O ~� Z Project: S Type of Ins ection: ,r,/iiJl /.16 Address: / , 3v � .tee. /or Date ca d: .-/ -0/ Special instructions: 1 _ Date wanted: '''; q: •? .m. p.m. Regdes Phon eD,52 93, INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Li Approved per applicable codes. � /"Corrections required prior to approval. CONuNENTS: Ei $47.00 REINSPECTION REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 • z Z rt W i U O; co 0 w W. W d Z F-1 Z � 'UO —0 D H� WW LL 0, Z U Z . O ~ Z 1 September 7, 2001 Bill Hook PO Box 770 - #375 Park City, UT 84060 . CORRECTION LETTER #1 Development Permit Application Number DO1 -270 Marshalls 17348 Southcenter Py Dear Mr. Hook: City of Tukwila Department of Community Development Steve Lancaster, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Division. At this time, the Fire Department, Planning Division and Public Works Department have no comments. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206)431 -3672. Sincerely, A214- Brenda Holt Permit Coordinator encl xc: File No. D01 -270 Steven NI. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206 - 431.3665 Project Info Protect Address Allowed Watts per rt' — Area Area in ft' Date G/ 1 - -•aaw T U k W I LA VP \ 2 4.40 FILE FC >lf epanment U • 24 37 1 Outdoor Areas .35 STEM 12.1 . Applicant Name T.rl A V S 4 A L L S 1 V 4 p- D c . sc.ty.,,t T 3.5" Applicant Address - /70 CO64�l 11 U Pl'( RD, 12f\tt.411.1 . 1 -4AM, r15, Ot7o1 Applicant Phone 2rC Flo ue IL-. (.4'..t '4T Location (floor /room no ) Occupancy Description Allowed Watts per rt' — Area Area in ft' Allowed x Area d _ 4. LUZCP Er— t. C:` - LOU c C.sLr..). LAA• I 2 4.40 30 6,66 . 5. TO 2. L .111001111111 S4S • 24 37 1 Outdoor Areas .35 STEM 12.1 . lap C. e4S N. 1 V 4 p- D c . sc.ty.,,t T 3.5" �' ►'�r NIIII 4 : CS liminutmi - •' s 2rC Flo ue IL-. (.4'..t '4T +2 Ir4c-e•r'ct~ _-ttiZ 43 - 11111113=11111 T ,_ •• From Table 15-1 (over) - document all exceptions taken from footnotes Total Allowed Watts • O ( Location (floor /room no ) Fixture Description Number of Fixtures Area in ft (or If for ( perimeter) Watts! Fixture Watts Proposed e- A - LOU c C.sLr..). LAA• I 37 j2-t 02 'L " 3o 2oc t_ss)Ntt C, / Ft_Dt 1 iz.sc.e.tJ1 ,..r-1 37 1 Outdoor Areas • 74 SZ I I C. S L . t-O • a .. - IAA LA' . 1 V 4 p- D c . sc.ty.,,t T 3.5" 0.25 W /ft 77 - •' s 2rC Flo ue IL-. (.4'..t '4T 12. 124 1 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 3 i 4:t Cj 3 Location Description Allowed Watts � Pe per ti 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 /f1 Bldg. (by facade) • 0.25 W /ft Bldg (by perlm) 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 ProposgRMlr Total Proposed Watts may not exceed Total Allowed Watts for Extenor Total Proposed Watts LTC =SUM 194 Vvasnin•ton btate Nonresloenttat trier sighting S,Iummary 1994 Washington State Nonresidential Energy Code Compnrnce Forms Project Description I ❑ New Building ❑ Addition Compliance Option Maximum Allowed Lighting Watta>?e (Interior Maximum Allowed Lighting Wattage (Exterior) l.oae,.!- �mDllance rorrn 1 Alteration ❑ Prescriptive 0 Lighting Power Allowance ❑ Systems Analysis (See Qualification Checklist (over) Indicate Prescriptive & LPA spaces 'clearly on plans.) Prop osed Lighting Wattage (Interior) (May not exceed Total Allowed Watts for Interior) April 1994 Alteration Exceptions (check appropriate box) ❑ No changes are being made to the lighting ❑ Less than 60 % of the fixtures are new, and installed lighting wattage is not being increased Proposed Lighting Wattage (Exterior (May not exceed Total Allowed Watts for Extenor) EIVED rtJKtA 1 (, I. - F.7 .�t.: _ (i 2 flr CEN7R 'pol -2'l0 Z = Z 1'- re L 00 N 0 . ill LL. W 0 2 �.i Li. i s �..W. Z � E- O Z 1- w 0 to O — O II- W W W U = O � Z • __,I,IttlLopm1=tettemmeltrmemmousaueremmilseles,w Use' LPA' (W /ft • Use LPA' wire) Painting, welding, carpentry. machine shops 2.3 Police and fire stations 1.2 Barber shops, beauty shops 2 Atria (atriums) 1 Hotel banquet/conference/exhibition hall" 2 Assembly spaces' auditoriums. gymnasia theaters 1 Laboratories 2 Process plants 1 Aircraft repair hangars 1 5 Restaurants /bars' 1 Cafeterias. fast food establishments 1.5 Retail A' 1 Factones. workshops, handling areas 1 5 Retail B Retail banking 1 5 Gas stations, auto repair shops 1 5 Locker and/or shower facilities 0 8 Institutions 1 5 Warehouses ". storage areas 0.5 Libraries 1 5 Aircraft storage hangars 0 4 Nursing homes 1 5 Parking garages $1114 s'C O' 15 Wholesale stores (pallet rack shelving) 15 Mall concourses i 4 Plans Submitted for Common Areas Only' Schools buildings, school classrooms, day care centers 1 35 Common area, comdors. lobbies (except mall concourse) 0 8 Laundries 1 3 Toilet facilities and washrooms 0 8 Office buildings, office/administrative areas in facilities of other use types (including but not limited to schools. hospitals, institutions, museums, banks, churches)5 7 I I 1 2 Prescriptive Spaces Occupancy 0 Warehouses, storage areas or aircraft storage hangers gi Other Qualification Checklist Note: If occupancy type is and fixture answer is checked. the number of fixtures in Ihs; space is riot limited by Code Clearly indicate these spaces on plans. If not qualified, do LPA Calculations. Lighting Fixtures: . 0 Check here if at least 95% of fixtures in the space meet all four cntena. 1 Fixtures are fluorescent non tensed. with only one or two lamps, and 2 Lamps are T -5, T•6, T -8 or PL, and 3 Lamps are 5.50 Watts. and 4 Ballasts are electronic ballasts 1994 Washin ton Site Nonresidential Ener. Code Coy - nuance Form Lighting Summary (ba LTG -SUM 1994 Washington Slate Nonresioentoi Energy Cocie Compliance Forms Table 15 -1 Unit Lighting Power Allowance (LPA) for Interior Lighting April 1994 Footnotes for Table 15 -1 I. In cases in wiiich a use is not mentioned specifically. the ('iii: Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 li>r exempt areas _2. The mans per square toot may be increased. by Iwo percent per loot orceiling height above twenty Next. unless specifically directed otherwise by suhscqucnt footnotes. Watts per square fool of room may be increased by Iwo percent per licit of ceiling height above twelve leer. C /7/ -5Si F/t/6- l For all other spaces. such as stating and common areas. use the (rrur Light Power Allowance for assembly S h TUk w/ /q Watts per square dies of room may be increased by two percent per loot of ceiling height alx>ve nine feet 20 PE / . �� (i Includes pump area under canopy. CF NTsR 7 In cases in winch a lighting plan is submitted liar only a portion of a Il(xlr. a Unit lighting 1'o■kur Allowance of 1 35 may be used Ior usable office floor area and 0.81) watts per square loot shall he uses for the common areas. which may include elevator space. lobby arca and rest rtxnns. Common areas. as herein defined do not include mall concourses H. For the tire engine room. the Unit Lightini, Power Allowance is I (1 watts per square tix>t t) . For indoor sport tournament courts with adjacent spectator seating. the Unit Lighting Power Allowance for the court area is 2.6 watts per . square foot. II) For both Retail A and Retail 13. light for Iiee•standi ng display. building showcase illumination and display ■indow illumination installed within Iwo Ii:ct of the window are exempt Retail A allows a Unit Lighting Power Allowance of I I) watts per square foot. Ceiling mounted adjustable tungsten halogen and I AD merchandise display illuminates arc exempt Retail B allows a Unit Lighting Power Allowance of 1.5 watts pa square loot. including all ceiling mounted merchandise display luminaries. I I. Provided that a floor plan. indicating rack location and height. is submitted. the square footage for a warehouse may he defined. for computing the interior Unit Lighting fewer Allowance. as the !loot area not covered tic racks plus the vertical lace arca (access side only) attic racks. 'file height allowance defined in footnote 2 applies only to the Iluor area not covered racks. '3/4) PRIZM ARCHITECTS INTERNATIONAL LTD., INC. September 13, 2001 Mr. Ken Nelsen, Plans Examiner Tukwila Building Division 6300 South Center Blvd. Tukwila, WA. 98188 RE: Marshalls (Tenant improvement permit application #D01 -270) Dear Mr. Nelsen; i FILE COPY We have enclosed here with revised drawings and responses to your plan review letter dated September 6, 2001 in connection to the referenced permit application. Our responses are chronologically stated in line with your plan review letter which is attached hereto for immediate reference. Item 1 Response - See attached revised reflected ceiling plan. C me. 6 .E.) Item 2 Response - See attached drawing showing draft stop in accordance with UBC Sec. 708. Item 3 Response - See attached details for seismic bracing for the suspended ceilings. RECEWED SEP 14 2001 COMMUNITY DEVELOPMENT RE IIUEED SEP 1 7 200 PERMIT CENTER Item 4 Response - Please note that the back exit corridor is (1) hour rated including the doors which shall also be (1) hour rated units. Item 5 Response - Doors #23 & 31 shall be new; the new walls are enclosing the toilet rooms going to deck; other interior walls are as indicated in wall legend. Item 6 Response - The one inch rigid insulation is hereby deleted. There is existing 6" insulation in lieu thereof placed in built out walls covered with vizquine. Item 7 Response - Non sales area stockroom shall be heated to minimum 49° when door is open by unit heater and also by RTU located in the space. CORRECTION LT R# 1333 corporate drive, suite 103 irving, texas 75038 ph (972) 714 -0420 fax (972) 714 -0282 priz chs@AOL.com -270 ,YFi�iiis�Q,'u � itt'.•r ' PRIZM ARCHITECTS INTERNATIONAL LTD., INC. Item 8 Response - See attached lighting summary indicating compliance with Washington State Energy Code Chapter 15. Item 9 Response - Install deep track or sling channel to accommodate snow load to conform to Zone 3. Item 10 Response - Will provide lateral bracing 1 1 /z " studs ev. 4' vertically from outside of wall to the demising wall (2) rows of black iron on wall going to deck (lateral bracing at 5' and 10' internals. We trust that this information will meet city requirements pursuant to your plan review letter. If we can be of further assistance please contact the writer. Thank you for your co- operation. e' - ly, Douglas V Davies enclosed (2) revised drawings MC 5.1 (1) set lighting summary calc. (1) copy of seismic bracing detail for suspended ceiling (1) copy of plan review letter. 1333 corporate drive, suite 103 irving, texas 75038 ph (972) 714 -0420 fax (972) 714 -0282 priznyirchs@AOL.com AOL.com r.c. .; + ?.1 :rk.'+5f 9 Sep- 12-01 1 1 :4/3A T-Bar Construction c.".01ttte..Wk 91411'5 if id P•bl• 4d. one 0. • A-A oPborsif 2 Mi./Gent ssleg arOf D-D C-C $Nne reletsodces as shown en CC u 2" 9.9 46.1■11. Portins the roof or floor above. The strut shall be adequate to • resist the vertical oompoisent induced by the bracing wires. These horizontal restraint points shall be placed 12 ft (3658 mm) on *enter in both directions aith the first point within 6 889 206-682 0785 Ri Crilg Location MO. 4 Modeesie to Severs Treabnen1 tatefai wolfs 6 011411 Wow aII. O *Nei C-C $wvistabilitat or similar device See next image 0-D below P.02 ft (1829 ram) from oicb wall. Attachment of the restraint wires to the structure above shall be adequate for the load imPosad. Sec Pig. 4. 4.2.4.6 Lateral Cores bracing mernherS shall be spaced a ",„; ,,v;.;•*1. • i . U 1 I . 1 1 1 - 1 1 1 1 - 1 .. 1. I Partial BUILDING DIVISION REVEIVV 1. Provide a suspended ceiling plan layout. Energy Code Chapter 15. ' ' No further comments at this time. 1 1 11 1 1 I' V I • Date: Sept. 6, 2001 Project Name: Marshalls tenant improvement permit application Application #: D01 -270 Plan Review: Ken Nelsen, Plans Examiner Provide a plan detail for the Seismic bracing for the suspended ceilings. 4 r: FILE CODY A general Building Division plan review has been completed on the subject project. Please address the following comments in an itemized format with applicable revised plans, specification, and /or other documentation. 2. Detail on the plans how the draft stop requirements will be maintain in compliance to U.B.C. Section 708. Demonstrate how the proposed light fixture layouts will comply with Washington' State h'f_fI -, Tukwila Building Division 0300 9uuttiC blvd. Tukwila, WA 98188 206 -431 -3670 It is not clear from the door schedule-or-otherptan-detaifsthat-t e-bednexit-corridar I intended to be one -hour constructed as required by U.B.C. Section 1004. The plan wall legend, door schedule, and other details rrrr!sf, clearly cl;stinguish between existing construction and new construction. For example. (1) Doom number 23, 31 and 33 appear to be at existing locations, are they actually new doors? (2) the wail legend on sheet MC2 makes no real distinction between new grid ex itirigwalls on the floor plan.,- Neither do the applicable details on sheet MC3. ` Provde documentation how the one -inch rigid insulation applied to the inside of the exterior walls will conform to the Washington State Energy Code. 7 Detail on the plans how the heated interior spaces will be insulated from the semi- heated warehouse space per the Energy Code. 1 9. Provide detail for the new wall construction to the existing roof system. The walVroof connection must accommodate for roof deflection such as caused by snow loads etc. Provide any lateral bracing details for applicable walls over eight feet in height. RECEIVED CITY OF TIJK A ' SEP 1_ ,7 2001 PERMIT CENTER . 'f : ti+ 6# a1.' aC» L1. 5�,;•?,h.;t %li:ii'..41 r'.i^n:; i.+ ?,'r:.ivtcpv�: �k+ i�r %.�•iSkii rvii (X':`nXp�:rk.,tYAt:'vf,.r`+.. y�kaJn trt• S9` i ,:+'.y,'&4 October 3, 2001 ACI Construction Company L.C. Site Address: 17348 Southcenter Parkway Tukwilla WA. 98118 Attention: Ms. Lollie Melendez Reference ' Marshalls roject at site address (above) Subject: Structural Evaluation of existing demise wall with new penetrations. Dear Lollie, ATR Engineering Inc. 9929 SW 206th CT Vashon WA. 98070 (206) 463-5735 This is to confirm that Arthur Rack P.E. from ATR Engineering Inc. performed an evaluation of this building on 9/27/2001 between 0845 hours and 1145 hours. Scope of work The purpose of the visit was to: 1. Map all locations of openings both new and existing at demise wall 2. Verify that existing demise wall with all openings considered is sufficient to support both vertical and lateral loads. Existing Demise Wall along grid B from grids 1 to 7 1. Construction (see drawing) • 6" precast concrete walls • 18 foot wall height (approximate) Reinforcing #4 at 12 vertical #4 at 14 -1/2 horizontal RECEIVED NOV 15 2001 BUILDING DEPARTMENT Analysis The demise wall was analyzed for shear stresses induced by lateral loads from the roof and the walls. Resisting shear capacity of demise wall is greater than calculated shear loading. (see attached calculations). It is our opinion that the demise wall with all the openings shown is capable of resisting anticipated lateral loading. .6m;• ; Uo . .. w w ` . tu 0;. u_ • N • Z • I-0 • z ►- w • w W V i. C LLi z' U N; z~ Arthur T. Rack P.E. Principal ATR Engineering Inc. 9929 SW 206th CT Vashon WA. 98070 (206) 463-5735 If you have any questions regarding this information, please feel free to call. Sincerely, Disclaimer: This report is not intended to be a complete building structural inspection summary or detailed recommendation for repairs. The information contained in this report is limited to those areas of the structure available for visual observation as specifically listed herein. No information is inferred or should be implied regarding conditions not specifically described in writing within this report. The engineer of record makes no warranty, expressed or implied regarding this report. This report is being provided to AC1 Construction Company L.. C., for their use only. Use of this report by any other person or party for any purpose without the written consent of the engineer of record is prohibited. RECEWED NOV 15 2001 BUILDING DEPARTMENT PROJECT nikes/i4L/5 e &tvrxi-ceivrEfic ,Dem/66 Sheet No. Zst Ai —1 Date ATR Engineering Inc. Consulting Engineer 9929 SW 206th Ct. Vashon, WA 98070 phone: (206) 463-5735 7797Ale... ReCe: 0 2 /6 / zr_ 23/2,0 CA A44:), 9 P.Si 2P& 06"0 11* _Cudets Cwi co1c e 7 Pci e,v4-GC, /9•Ne94. 7 /8 (2)( W z K-75 - z - 5 CO7 ,E=. _4- s • _ " ze 4vel 2 tne-09,sumeri 8y dim-1(x/ Telt wm-t_ wv Pr Z i;e_ 7 7 .58e)7 f2) 26 C-rzNq OtE DL / S (.0 i-tcr/m4ref V -= (AO wackim._ rerele- 46-0v607 or inf.:Tent-see- 4ixtc-1-- eV/ 77# _ _ Neu) DPe-he"Ifs z w /34.0s 7 Z 6 _ _ _ _ _ _ as-ie+15e s •23 //d", 5 G . T E 1 ‘% Af5x//fZYc. 432 esn(46r/14. .,?c7c9c) PS7 obRirctfcr utdit-LS 17 41 q ow 4 ( /c57/zr RECEIVED A I /4 PIS NOV 1 5 2001 BUILDiNG DEPARTMENT z ce OJ 0. (0 CI COW '. WI w 0 g -7J U. < CO 3 W . I. Z I-- a Z 1- LU Da 0 w I *a P" c.) o z PROJECT /11 s,q4aS di c.Sdccril Cervel2 Zarin/de Sheet No. Date /d8`D/ ATR Engineering Inc. Consulting Engineer 9929 SW 206th Ct. Vashon, WA 98070 phone: (206) 463 -5735 c z ove if. A9, P z Av t Ps 1/, /01 £ FQ /1---I // -2 Gam i...!n. . c PA; ems Witt, /. /17P y - C �dJ� j z __. /JAL 20/ .......... /13/6e/5* 72 . 4 at z. RV? .;(o.. o- eS R CSIVED NOV 1 5 2001 Dull.. ?N DEPARTMENT s /4, , 4/2 oc � 6_ J U' C.)o COW: W =f Jam W O g LL Q: CO D Z Z ▪ � 0 `o �.. 'W W :H F-U. V coi O N1 0.00 0.00 0.00 0.00 N2 134.50 140.00 140.00 18830.00 N3 0.00 0.00 0.00 0.00 N4 0.00 0.00 0.00 0.00 N5 0.00 0.00 0.00 0.00 N6 0.00 0.00 0.00 0.00 EW -2 0.00 0.00 0.00 0.00 0.500 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00 0.00 -67.25 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 EW -7 0.00 0.00 0.00 0.00 NCE IIV 1 FIG /\ - M...7 1.11FACAo 11V1� .../...7G I J S ECCENTRICITY SEISMIC LOAD 196 KIPS coefficients) UBC min 1.7 Ex= 7.00 140.00 Ey= 6.72 DIRECT SHEAR R/SUMM -R TORSIONAL SHEAR Ey DIRECT PLUS TORSION 98.0 K1P WALL Wx RIGIDITY R Dy R(Dy) R(Dy) EW -1 140.00 -67.25 - 9415.00 '633158.75 0.500 -0.050 0.500 EW -2 140.00 67.25 9415.00 633158.75 0.500 0.050 0.550 107.8 EW-3 0.00 -67.25 0.00 0.00 0.000 0.000 0.000 0.0 EW-4 0.00 -67.25 0.00 0.00 0.000 0.000 0.000 0.0 'EW-5 0.00 -67.25 0.00 0.00 0.000 0.000 0.000 0.0 EW-6 0.00 -67.25 0.00 0.00 0.000 0.000 0.000 0.0 EW -7 0.00 -67.25 0.00 0.00 0.000 0.000 0.000 0.0 EW-8 0.00 -67.25 0.00 0.00 0.000 0.000 0.000 0.0 'EW -9 0.00 -67.25 0.00 0.00 0.000 0.000 0.000 0.0 0 0.00 -67.25 0.00 0.00 0.000 0.000 0.000 0.0 0 0.00 -67.25 0.00 0.00 0.000 0.000 0.000 0.0 0 0.00 -67.25 0.00 0.00 0.000 0.000 0.000 0.0 0 0.00 -67.25 0.00 0.00 0.000 0.000 0.000 0.0 0 0.00 -67.25 0.00 0.00 0.000 0.000 0.000 0.0 0 0.00 -67.25 0.00 0.00 0.000 0.000 0.000 0.0 0 0.00 -67.25 0.00 0.00 0.000 0.000 0.000 0.0 r WIN. VVr%LLV IIV 1 FIG /\ - M...7 1.11FACAo 11V1� .../...7G I J S WALL Wx RIGIDITY R COORDINATES Rx(y) X Y EW -1 140.00 0.00 0.00 0.00 EW-2 140.00 0.00 134.50 18830.00 EW-3 0.00 0.00 0.00 0.00 EW-4 0.00 0.00 0.00 0.00 EW-5 0.00 0.00 0.00 0.00 EW-6 0.00 0.00 0.00 0.00 EW -7 0.00 0.00 0.00 0.00 EW-8 0.00 0.00 0.00 0.00 EW -9 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00 SUMM: 280.00 18830.00 N1 0.00 - 140.00 0.00 0.00 0.000 0.000 0.000 0.0 N2 134.50 0.00 0.00 0.00 1.000 0.000 1.000 196.0 N3 0.00 - 140.00 0.00 0.00 0.000 0.000 0.000 0.0 N4 0.00 - 140.00 0.00 0.00 0.000 0.000 0.000 0.0 N5 0.00 - 140.00 0.00 0.00 0.000 0.000 0.000 0.0 N6 0.00 - 140.00 0.00 0.00 0.000 0.000 0.000 0.0 0 0.00 - 140.00 0.00 0.00 0.000 0.000 0.000 0.0 0 0.00 - 140.00. 0.00 0.00 0.000 0.000 0.000 0.0 0 0.00 - 140.00 0.00 0.00 0.000 0.000 0.000 0.0 0 0.00 - 140.00 0.00 0.00 0.000 0.000 0.000 0.0 0 0.00 - 140.00 0.00 0.00 0.000 0.000 0.000 0.0 0 0.00 - 140.00 0.00 0.00 0.000 0.000 0.000 0.0 0 0.00 - 140.00 0.00 0.00 0.000 0.000 0.000 0.0 0 0.00 - 140.00 0.00 0.00 0.000 0.000 0.000 0.0 0 0.00 - 140.00 0.00 0.00 0.000 0.000 0.000 0.0 0 0.00 - 140.00 0.00 0.00 0.000 0.000 0.000 0.0 FILE: RIGID CALCULATES TORSIONAL AND DIRECT SHEAR FOR RIDGID DIAPHRAGM AND SUPPORT ELEMENT PER UBC 1994 SECTION 1628.5 AND 1628.6 JOB: Marshes at South center / demise wall Center of Rigidity Xr- 140.00 I Yr= 67.25 Yr= 67.25 FOR WALLS IN THE Y -AXIS DIRECTION USE X DISTANCE Wy R X Y Ry(x) Wy SUMM: 134.50 Xr- 140.00 SUMM: ATR ENGINEERING INC. VASHON WA (206) 483 -5735 280 18830.00 SUMM: 134.5 .............. 0. DIRECTTORSIONAL DIRECT SHEAR SHEAR PLUS R Dx R(Dx) R(Dx) ^2 R /SUMM -R Ex TORSION NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. KIP rn 0 b t. fax: (206) 463 -5735 Company. Address City/State: ATR Engineering, 9929 SW 206th Court Vashon Wk 98070 phone: (206) 463 -5735 Date: /0/14 Please deliver the following pages to: Lct /6' /176e 4cro.uno Fax Number: 2040 S 7 -- 976 Number of pages including cover sheet R6-x. .frpiv?s/ s ee 5 -44. . From: 4€7; . Message: cAR- As Ile" 6P77 * N v Re 5 A- /keep caygy co/V-4 c 711 >emir -s7;<• eRdoeilee-Ar 0.6 RECEWED NOV 1 5 2001 BUILDING UIF-'J H [JIEM" TF YOTT nn NOT RFfRWVF ALT. PAGE& PLEASE CALL !2061463.5735 +;rt::.'. r 5,.. ^Jsfi,x 7SiiGtSs to r « tk za.sJazsetiriix OVA4o„vk t U 0 CO 0 W 2 W O' CO J. a . I- ILI Z 0. W � o O • 52 u j LU u. • ~O z: U N z drawing • • f:::?` ::;;•• ' •••':::11`• 1 ;;;;... e., • •;• • . • • • . • . • . ••••. - • • !,•••-• • -; .• ; ....ali r4 • '. . '• • •••e%./ • . T. ..:.::‘ eel, ■ As: ::',., 41'......,...: ., e''' ■ ..e'.: - ''' ti':,41i1e ... . . c413440. 4.s.„ • 41,.,, •-:‘, 1 1-:.'•e: "4 tl ....:.: • .1 • Al ......., • ....,.,.... . .... ', • N't• • ... , i ,:;;•, • 4:40■4 - • • ..1S;i1.4:.; 7 . - • 3 'A4 +. • •Ik ; " TR eiNEERING,' • . AK« !Nal IN:206th CT V.ASH A • 98070 pi) - zd, , 19. • sow, 'e I • • f — ' • . ; 111 .k6.2 I 1.1z4 . . • . ,•• 1 • 1,. • • tif..1`) • ' I ' I l• . I. I - • • •• i ; : 't • • i i• I i • : • 1 • • 1 . • cP 1 • ; • • . • • . . „. •„..„ loAfet-c) • . RECEIVE- ; 2 NOV 152001 BU1LDNG DEPARTMENT • ,•; : • ..::::,:',6•: c1 sor7i Poo -- 0 8415 TRH o Pi /c e /76,. DPOS 77vee. 472 7 r /Ge/Reepcar -mi74 , X ,g r, ci / Q.- Po 12 7So 2e. k3 4-54 .30 RECEIVED NOV 15 2001 BUILDING DEPARTMENT 4 • PROJECT SUBJECT CC 1TED BY CHECKED BY RECEWED NOV 15 2001 BUILDING • DEPARTMENT •Cr':x'ii oei' PROJECT gOBJECT . L.. I • ' 4 - • 1 I • ' i I _ • ; i • 1 • : • . ... • , i ; . I ! i i i T • i :. 4 t• I " • F7 .- -t- • : 1 ■ , i ; • • I I I f • .. ' +.. i4A, ..i. c i ) , 1 H . I ) • : I : • • i • • I ......,- • I ' 1 . • I : 1 • i • . I . • • 1 • : , j • ; • 1 • • • • • • t • ! • 37 • 1 i i • I ; • .. ; 1 • . ' ; -1. • i ! ! I . • t 1 • ! : 1 CO UTED BY Ch .ED BY .• • I • . • -77 ' I ' i • 1 ; I 4 1 , ! 1 • 1 , i , ! , i ; . r ' i ! ! . .; , ! 1 1 4 . ! — : ..,: : , : ! I ! [ 44 1 i ! ! i . i ; , 1 ! I • : I i . -- I : • i 4 I • • • , • • • • t • .1 • s • , • I ! • • • . • ; 1 4 RECEIVED NOV 1 5 2001 BUILDING DEPARTMENT • Nov -06 -01 09:23 Total Energy ** QUICK COMMERCIAL HVAC LOADS PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC, TOTAL ENERGY-HVAC INC RICHLAND, WA 99352 MARSHALLS TUF:WILLA 09/18/:1 PAGE 4 * * * * * * * * * * * * * * * * * ** DETAILED PROJECT ZONE LOAD CALCULATIONS ww * * * * * * * * * * * * ** LOAD UNIT -SC- CLTD U.FAC DESCRIPTION QUAN CFAC 5HGN -CLF- RTU -7 SYS# 1 PEAK TIME 9 'M JUL. ROOF- 7- SUSP.0 -L W. WALL -B -L LIGHTS EQUIPMENT PEOPLE TOTAL ROOF- 7- SUSP.0 -L S. HALL -B -L E. WALL-B-L LIGHTS EQUIPMENT PEOPLE TOTAL 1.540 0.500 37 0.052 165 0.650 21 0.090 3080.00 1.000 100% 3.410 3080.00 1.000 3.410 30.80 1.000 250/200 3150 600 1200 6300.00 6300.00 6.00 V L eL.) &IAo pp e . P{ 1t ;. 4 0.500 37 0.052 0.650 18 0,160 0.650 21 0.160 1.000 100% 3.410 1.000 3.410 1.000 250/200 5099469383 P.01 SEN. GAIN 1201 166 10503 10503 7700 30, 07:3 X 1.05 888 2150 21483 21483 1500 X 1.05 52,459 1 c (4' F,4Grii►L. . LAT. HTG. GAIN MUL'1' (11 X 140) 1540 SF 0 6160 5,160 X 1.05 0 1200 1,200 X 1.05 3,260 2.808 8.640 8.640 RECEIVED NOV 15 2001 BUILDING D EPARTMENT 11J1 r.S ha f ('S 7 O ** HTG. LOSS 2.806 4324 4.860 602 5,126 X 1.10 31,57/ 6,468 5,639 OADING /RECEIVING SYS# 1 PEAK TIME 8 PM JUL) (75 X 42) = 3150 SF 8845 5184 10368 24,397 1 X 1.10 26,837 Lamm ; U O', t co W? W I, N `. w �� . u. co DI J I- O 2 W W' 2 U ; C> �t W w , = t4 1 A: Z . 10/04/2001 15:49 972714021 October 4, 2001 Mr. Ken Nelson Building Official City of Tukwila Tukwila, Washington Sincerely, Marshall's 17348 South Center Pkwy Tukwila, Washington Ames M.H; il1,ALA 910 REGISTERED ARCHITECT JAMES M. HAMILL ti OF WASHINGTON James M. Hamill, AIX PRIZM ARCHITECTS , Dear Mr. Nelson; This letter will serve to confirm the following change concerning insulation in the stock area at the referenced location. The tenant G4 will insulate the exterior walls in the stock room with batting blankets installed between the 2"x 4"s, 4' on center to a heighth of 12' aff. The insulation will carry a fire rating of 25. We trust this letter will be sufficient for local r iquirements. Thank you for your consideration. FILE COPY 1333 corporate chive, suit 103 irving texas 76038 ph (972) 711 -0420 ix 0)72) 7I4 -()282 PAGE 02 f 18/04/2801 15:48 97271402.9 PRIZM ARCHITECTP PAGE 01 DATE: v " L 1 -0 NUMBER OF PAGES: (INCLUDING COVER SHEET) NOTE; PRIZM ARCHITECTS INTERNATIONAL LTD., INC. 1333 CORPORATE DRIVE, SUITE 103 RECEIVE IRVING, TEXAS 75038 OCT 0 4 2001 PHONE (972) 714 -0420 FAX (972) 714-0282 1F TRANSMITTAL IS NOT AS NOTED OR DIFFICULTIES ARE ENCOUNTERED, PLEASE CALL (972) 714 -0420. THANK YOU. FACSIMILE TRANSMITTAL COVER SHEET FAX FOR: , ,,. / *..A _ aeSS COMPANY NAME: FAX NUMBER: SENT BY: :#/■ MaCrAil FROM: PROJECT: OAS)y)Q/ 1 S LOCATION: �lak kiL j LAVA 3h 1 r‘31:11/4. COMMUNITY CEVELOPMEfi ascboud okor*oa..' aN. D T • x�.r�.d.Yl3W! �' i sdiaxc:. h .Y.a.S >Si :ity 'd'�ii n Ci :+,aY4Nal,Ii4.61 a!r:k,F; �'s'r.`;i ACTIVITY NUMBER: D01 - 270 PROJECT NAME: MARSHALL'S SITE ADDRESS: 17348 SOUTHCENTER PARKWAY Original Plan Submittal Response to Incomplete Letter # XX Response to Correction Letter #1 Revision # After Permit Is Issued DATE: 9 -17 -01 DEPARTMENTS: Byilding 'vision Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete V Incomplete Comments: TUES /THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved Approved \PRROUT[.DOC 5/99 PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Approved with Conditions CORRECTION DETERMINATION: REVIEWER'S INITIALS: REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 9-18-01 Not Applicable No further Review Required DUE DATE 10 -16 -01 Approved with Conditions n Not Approved (attach comments) Not Approved (attach comments) DATE: DUE DATE DATE: U O. w =: -i F- w O, 2 J co D. = d . H =; z �: z I- ILI 'LE u i • •w H W• r - ui z " u O Z ACTIVITY NUMBER: D01 -270 DATE: 9 -17 -01 PROJECT NAME MARSHALL'S SITE ADDRESS: 17348 SOUTHCENTER PARKWAY Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter #1 Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Comments: Please Route PLAN REVIEW /ROUTING SLIP Complete Incomplete I I Not Applicable r Pl 4,$p r Corr Ora - cire> w, /ke4- 4 FictidtS TUES /THURS ROUTING: REVIEWER'S INITIALS: Fire Prevention Structural Structu al R view Required APPROVALS OR CORRECTIONS: (ten days) Approved Approved with Conditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved \PRROUTE.DOC 5/99 Approved with Conditions REVIEWER'S INITIALS: DUE DATE: 9 -18-01 No further Review Required DATE: DATE: Planning Division Permit Coordinator DUE DATE 10 -16 -01 Not Approved (attac corn ents) DUE DATE Not Approved (attach comments) DATE: H 6_ J U0 to 0 w J w 2 J LL.Q N D . I _ z �. H z 1-:. 111 uj U O , � 0 I-- 111 t I U ' w U co '. 1- z PERMIT NO.: DO 1* �V BUILDING PERMITS INSPECTIONS ❑ 0000 ❑ 00001 ❑ 00003 ❑ 00001 ❑ 01)O05 ❑ 110006 ❑ 00007 ❑ 00050 ❑ 00060 ❑ 00070 ❑ 00071 ❑ 0007 ❑ 00090 ❑ 00095 ❑ 00100 ❑ 00200 ❑ 00250 ❑ 00300 ❑ 00350 ❑ 00.100 ❑ 00450 ❑ 00500 ❑ 00525 ❑ 00550 ❑ 00600 ❑ 00610 )0700 00750 ❑ 00800 00801 M 0080 ❑ 00803 )0815 00900 0100( ❑ 01001 ❑ 01110 ❑ 01115 ❑ 01120 ❑ OI140 )1400 01700 ❑ 01900 ❑ 03100 ❑ 04000 ❑ 04001 ❑ 04001 ❑ 04003 ❑ 04004 ❑ 04005 ❑ 04006 ❑ 04007 ❑ 04008 ❑ 0.1009 ❑ 04011) ❑ 04011 ❑ 0.1012 ❑ 0:)013 ❑ 0.101.1 ❑ 04015 Progress Inspection Status Pre-construction Investigation OK to Occupy Remove Stop Work Order Follow -up Pre -Move Inspection WSEC Residential -WA Ventilation /Indoor AQC NLEA Inspection /Nlodular Struct Mobile Home Tie Down Insp Marriage Lines Rested Footing Drains Foundation Footings Foundation Walls Foundation Insulation Concrete Slab /Slab Insulation Crawl Space Shear Wall Nailing Plywood Wall Sheathing Rool'Sheathing Nailing Plywood Deck Nailing • Exterior Wall Sheathing Masonry Chimney Chimney Installation/All Types Framing Roof /Ceiling Insulation Fluor Insulation Wall Insulation Exterior Roof Insulation Glazing Inspection Lighting and Controls Suspended Ceiling Interior Wallboard Fastening Exterior Wallboard Fastening Pre -Move Inspection Motor Inspection 'Pre-Demo Pre- reroof Final -Fire Final - Building Final- Reroof Site Visit Special - Concrete Special -Bolts in Concrete Special -Mon( /Resist Cone Frame Special -Reinf Steel Prestress Special - Welding Special -I nigh- Strength Bolting Special - Structural Masonry Special-Rein I ( iypsunl Concrete Special - Insulating Cone Fill Special -Spiry Fireproofing Special- Piling, Piers. Caissons Special - Shotcrete Special - Grading. Fxcav /Fill Special - Retaining Wall Special - Panels Special -Smoke Control System AFIA'7611 Correc41ch ��e.�}�e✓ plCUA6 TENANT NAME: f . CONDITIONS 001)I No changes to plans unless approved by Bldg Div ❑ 11111(1 Special inspection required, notify Bldg Div ❑ 0111 I Special inspector shall submit final signed report (1(1(2 New ceiling grid & Iight fixture shall meet lateral bracing 0013 Partition walls attached to ceiling grid ❑ ❑ 1)111(5: Readily accessible access to roof mounted equipment Engineered truss drawings & calcs shall be on site ' Exposed insulation backing material ❑ )(117 Suhgradc preparation including drainage. excavation ❑ 111118 Statement from roofing contractor verifi`ing lire \ J retardant class of roof 01) I9 All construction to he done in conformance w /approved plans No work shall he done in addition to those modifications..." (101)2 1)0 Plumbing permits shall be obtained through King Co ❑ 0 Structural observation shall be provided for this project ❑ 21 All loud preparation establishments must have King Co ❑ 0(122 Fire retardant treated wood shall have Flame spread of ❑ 0033 Notify Building Division prior to placing any concrete ❑ 1102.) All spray applied fireproofing shall he special inspected 4:1(122(1028 05 All wood to remain in placed concrete shall he treated 0027 All structural masonry shall he special inspected Validity of Permit Rack storage requires separate permit 11003 Electrical permits obtained through L & I 0010 No occupancy of building until final insp by Bldg Div ❑ 111132 Remove all weeds. concrete, stone foundations, flat concrete ❑ 0030 Manufacturers installation instructions required on site ❑ " (iii I maximum allowed per 1997 WA State Energy Code" ❑ 0()35 Contact 1'1V Div to obtain insp For water /sewer connect ❑ 11038 A C uf0 will he required fur this permit 0(139 Final approval for all If w /in the limits of the SC Mall (1(10.1 All mechanical work shall he under separate permit ❑ °°° All Construction noise to be in compliance with 8.2 'l'MC 1(141 Ventilation is required fix all new rooms & spaces 1)1)05 All permits. insp records & approved plans available ❑ 0006 All structural concrete shall he special inspected p "Applicant shall obtain a separate plumping permit from King Co" ❑ "Anchoring — All new construct and substantial improvement shall he anchored to prevent flotation" ❑ 111107 All structural welding shall be done by WABO certified inspector ❑ 0008 All high - strength bolting shall he special inspected ❑ O(It)') Bolts installed in concrete shall he special inspected ❑ 01)31 Comply %vith requirements of I vIC 16.(14 ❑ 003.1 Removal of septic tanks require approval and compliance with King Co I leulth Dept. ❑ "Obtain required inspections from appropriate water & sewer districts" ❑ "Fuel burning appliances ❑ "Appliances. which generate...." ❑ "Wilier heater shall he anchored...." ❑ "Remo!" Plan Review Permit 'tech: Date: Date: :�; cie�t ,,b,c r..:C1 :i+, ".''e'ress�, d,r',t `i':.i.`a : :ri,•'d v. s. j+ a' �;{ ecL�Y. Y, ��tri. xS�Svu+: .�7'�'iSi+;N2 ::c•G�G�+6"v,'r.:l :it{ :I :,�,`2 '�i`.::ti. 6 00 O ` W co IL '. W 0 N • om. = : Z O z H; n O N W W LL- w z _ O ACTIVITY NUMBER: D01 -270 DATE: 8 -27 -01 PROJECT NAME: Marshal Is SITE ADDRESS: 17348 Southcenter Py SUITE # Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division det.ati-G Public 14 Works a Approved Approved \PRROUTE.DOC 5/99 944) PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP DETERMINATION OF COMPLETENESS: Complete U Incomplete C 5 3 Fire Prevention w!r 9.2q. Structural Comments: TUES /THURS ROUT G: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (4 weeks) Approved with Conditions REVIEWER'S INITIALS: D NNW, kal ( wile 6 1- 6 0 -E)/ 1 CORRECTION DETERMINATION: Approved with Conditions (Tues., Thurs.) REVIEWER'S INITIALS: Planning Division a. s .2 •a1 Permit Coordinator DUE DATE: 8-28-01 Not Applicable No further Review Required DUE DATE 9 -25 -01 Not Approved (attach comments) [zr DATE: DUE DATE Not Approved (attach comments) DATE: u., ;'si'.ixBktidt'A ap ACTIVITY NUMBER: D01 -270 PROJECT NAME: Marshalls SITE ADDRESS: 17348 Southcenter Py X.4 Original Plan Submittal DATE: 8-27-01 SUITE # Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works Approved PLAN REVIEW /ROUTING SLIP APPROVALS OR CORRECTIONS: (4 weeks) REVIEWER'S INITIAL S: Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete t [ j II Incomplete Comments: Lcef��`` ��j C�Gtt� dva�- S S i t rwte A+.c.- I t Inky . c . TUES /THURS ROUTING: ue Please Route [ Rev Required REVIEWER'S INITIALS: \5199 PRROUTE.DOC �l/1 %� dvositv '2 4,�r� - t,r (i)Ce 1 ` Approve w' Conditions n n CORRECTION DETERMINATION: Approved n Approved with Conditions REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 8-28-01 Not Applicable i�tnki►nc ? )r 10t Ltc,-k- c4(t1 c I rt, I t� j e 4 / d'L ( -� Cl No further Review Required DATE: DUE DATE 9 -25 -01 Not Approved (att h c mment DATE: DUE DATE Not Approved (attach comments) DATE: mo JU U O; co 0 w i . CD LL wO u_ = An z F- O Z F- 2 • p 0 O —' O H` ww IU: .. w U N. Z Partial BUILDING DIVISION REVEIW Date: Sept. 6, 2001 Project Name: Marshalls tenant improvement permit application Application #: D01 -270 Plan Review: Ken Nelsen, Plans Examiner N LL w 0 g a. d : w ? zo w D o C.) - w w, 0 — The plan wall legend, door schedule, and other details must clearly distinguish between o existing construction and new construction. For example, (1) Doors number 23, 31 and z 33 appear to be at existing locations, are they actually new doors? (2) The wall legend on sheet MC2 makes no real distinction between new and existing walls on the floor plan. Neither do the applicable details on sheet MC3. A general Building Division plan review has been completed on the subject project. Please address the following comments in an itemized format with applicable revised plans, specification, and /or other documentation. 1. Provide a suspended ceiling plan layout. 2. Detail on the plans how the draft stop requirements will be maintain in compliance to U.B.C, Section 708. Provide a plan detail for the Seismic bracing for the suspended ceilings. It is not clear from the door schedule or other plan details that the back exit corridor is intended to be one -hour constructed as required by U.B.C. Section 1004. Provide documentation how the one -inch rigid insulation applied to the inside of the exterior walls will conform to the Washington State Energy Code. Detail on the plans how the heated interior spaces will be insulated from the semi - heated warehouse space per the Energy Code. Demonstrate how the proposed light fixture layouts will comply with Washington State Energy Code Chapter 15. 9. Provide detail for the new wall construction to the existing roof system. The walVroof connection must accommodate for roof deflection such as caused by snow loads etc. 10. Provide any lateral bracing details for applicable walls over eight feet in height. No further comments at this time. Tukwila Building Division 6300 SouthCenter Blvd. Tukwila, WA 98188 206431 -3670 ✓' r: �': x1.k+"w'e�nidkdSS`sa'?.� fNo' .4t c ACTIVITY NUMBER: D01 -270 DATE: 8 -27 -01 PROJECT NAME: Marshalls SITE ADDRESS: 17348 Southcenter Py SUITE # K Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete n Incomplete TUES /THURS ROUTING: Please Route n Structural Review Required APPROVALS OR CORRECTIONS: (4 weeks) Approved REVIEWER'S INITIALS: \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP n CS3 Fire Prevention Structural CORRECTION DETERMINATION: Approved Approved with Conditions n REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 8-28-01 Not Applicable n Comments: No further Review Required DUE DATE 9 -25 -01 Approved with Conditions Not Approved (attach comments) DATE: g/.7-1 REVIEWER'S INITIALS: DATE: DUE DATE Not Approved (attach comments) DATE: r, ?'.=7!iL :i54 +f`,: .+ f ` iw; 3�:triof�'r;,f..r�i {+:tS4i: ! >: }•:?;:'al:irl.Ss. ACTIVITY NUMBER: D01 -270 DATE: 8 -27 -01 PROJECT NAME: Marshalls SITE ADDRESS: 17348 Southcenter Py SUITE # Y N Original Plan Submittal Response to Incomplete. Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works Complet Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (4 weeks) Approved \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP I I n CORRECTION DETERMINATION: Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Structural Review Required Approved with Conditions Planning Division Permit Coordinator DUE DATE: 8 -28-01 Not Applicable No further Review Required DATE: DUE DATE 9 -25 -01 Not Approved (attach comments) [ I REVIEWER'S INITIALS: DATE: DUE DATE Approved Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: rJ:- ..•' iu`ili„uLe .i:::s1:;�t:it:w 2( �it'< s. i'' skrS�a : ^)�:g.�GrtGti�i4tSi:::daii' car' ivYS',;l F. vrzx' �u`. iGrvt ::3:�,+i{tk':+ {okil�„m "t; {,?;t' • mo w J U: U O� t N om: U) J W o g ti _ • w Z � Z N Of uj D i0 P- CI H w • w H- V = F-.= o z ACTIVITY NUMBER: D01 -270 DATE: 8 -27 -01 PROJECT NAME: Marshal Is SITE ADDRESS: 17348 Southcenter Py SUITE # Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: 13 oAS • S-ecr,eA- TUES /THURS ROUT G: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (4 weeks) Approved REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved \PRROUTE.DOC 5/99 Fire Prevention Structural Incomplete Approved with Conditions Approved with Conditions REVIEWER'S INITIALS: Re°.r""1!lt/I7D AUG ' 8 •r i1O1 PLAN REVIEW /ROUTING SLIPTL PUBLIC vvORKS Planning Division Permit Coordinator DUE DATE: 8-28-01 Not Applicable n No further Review Required DATE: ®K, DUE DATE 9 -25 -01 Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) n DATE: e l�'irr:; fart; y' ailXaci�l bS; fs�ui�` ti;?3:t;;"siirlil:S3+:LJ:aSV.i�: iw• ;hc':t4 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: 17 Dl -2-10 0 Response to Incomplete Letter # Response to Correction Letter # I ❑ Revision # Project Name: City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431-3670 after Permit is Issued M av5 Project Address: 1154f3 '- 14,11/Leep n Contact Person: Y ©t L ' L,. 4 DA))14 Phone Number: Summary of Revision: e 4b ftrit o4itn. 144/ 4/ Received at the City of Tukwila Permit Center by: 2 Entered in Sierra on C)n o sN Ps Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision kW / 08/30/00 1 PAE3T?G' nw' C.£1u Y::fV7! • • • -ACAfET SYSTEM (FIPP.) 4L A4T. gYGTEH - . (1Nil) POS. GOER REGWER SEE ELEGITOCCL Nvx , _.,. SIRNES BT OL ... JYII/RE YiA\ IONS T LL L H E WORE, ELO $S.I ORRNaNNE OF EA •PATERIALS. EOWp,gM Aka S RWCAS I.ECESOACT FGR,PE, PEASLtitL. NCO 3 -AL - 0 .THE OQ4l.E N PLACE OF ALL WORK AS. WSTRATLL ANo GS6CNGED aboU N oRWLR E TO E OCR aFE TI-E. T:>.s; °TEMA c us TO B< �ee� eY TI-E. RCL GOn �A.ESe oTHEa15E NTEV CONTRACTaR a+nu ver<Fr ALL v.- a u,e ca��sl s �.�ovp ai DR.NIRGE Ar TEE Y. LORE RE^ SHAL HpisY i-.. 3H4c5 N NFtTRG fF A)(1' R'lib.°..'.a+3. DIOC F.fw"XS. .WD /OR CFF! :�15 FWOR.TO. 6Uat91'TALcF BfG GR E£ RE^POI:atA.:'"OP. T.E bh"P_ ALL SORE ISTOC WM', "O Ti_ CF ',. =_.WCK MD 6Tii�c Ci�ES: COO(AN.,E a C',aCA11, GV..AI@t BUILDRG EE li6 Afm FOR NSWNG T T ALL AORC ontf- '10 TO ERE. COLOR AAL DEE. 6ELEGICNE EEE RE iGFED.':E CONTR BEALL BUM, 91.2PLEO TO IIARS..LLS Fon :`PERow L ARO EELS -Ono, SHOP DRAWEE SHALL BE 9U81TE0 . TO INN ANALL5 Fak 1.¢,2 TO FAERICATEN ca A:•■ LLORC 9E50E•ED .EFEOt ?4E DoERACTOR SHALL BE RESPONSE-LE Fa, ALL FIE' OP£ OSLI HO EREPER INSTALLATION OF SAIL EOM 4Fr a=ECFE P AHL EL-s -L -ASE • f: `:'I CONTRACTOR MA- WEPT AS EGA_ F%OLE OR H aFAorRER FOR APPRO., TR COSURAGrom NULL BEP, BPEGFEATIOR S4FT0 (A1b SA`PLES AS APP.- IC.2,El PPM:MAL Pape TO ORDEN*. TIE GENERAL GpRR(.TOR SNALL HAVE GIRECT'GRAVEL l L EIANAOM ENT CF ALL CO STR,GT CREPE,. A BE IESPORSELEFCR THE SCTEFAGTORT dVERAtZ F!'t0'vJTdTA`CE G ALL ...um.... B1BGG ITRKTORS A8 9F 1..�f ALL ASSYIIED Cd.RRACLOIH. 4 :?IE GF]ERN. LCN.RACTOR TO I�GEIYE, L4OLE. (B'OI£.F NEC25PdRYY AND BE RESPPEE,E 1.2 ALL RATHS PIBOVIDED BY.OTHFFH. ALL MAMMALS SI^I I SE AGGOtti t' -FOR WON RECEIPT. N2Y at DAMAGED PARTS eNALL - 5E FEMME° TO PARSHALLS RI EDIATELY. NO ALL SOMA TO maw E%C9°T SNEFE SVC.. AS ExaTN. II Ail YCO STDB aN`if !VCKIN3 _0 t RE'M� RATlG6 C T O FEET� L GV^AL A,ID STA cCODES_ G. - GENERAL CORFRAC.IOR TOT.. OVER T4E ESIO.EGi N CLlWbTEOFSA1 GEFD iif(FL FIRE EMPI'Al15HSR8 a. "t AS FEOL BT LOG, CODE RGC••LT1YfIe! ,,. _�wei NT.x.E RIEEE! ^- CONfRA47OR iLANDI.ORD / WQURE FlIPLH4.6 .ar: A Ta_uTwr wNVa':RwmLrTa, wlwn TAIal ..liTS L Lee e P - � ,"'EW.N""'b°°ef TM.lde�.' °+ . E ALL - sarT.eoeae ry,�.rT�em�lue•BIIA � : Tdu Ne•e - N �Yi10Rat1LLPebIXY.vKM1MAL' 1 1WI# APi�iSehile �.eLNRC4,, _: �yyppl7 a trA leeLN00Ne lllO®iPMSC•IRMAIMa1JlSCf rsERaia ERNE SAAR IA IELNeNe ISELESSEIE REELNONE Ent . Yle tl ta�lYY EF NM TAELEALAIEFESE •`Yl�i=m�ae RteuLER ice •'Nns - Ta.LLRRNEEEMllE W - wsom MNIELSELSE' TTxuNSNY2, AF £D YEN R UST ALL19{IAIb Ai•m�q.EMT'F•FIVI (.Ee.TCPGCER TOL4GYTRY�`.. - tbJ• 71LLLf�i YAl•l5s < CiIRg GIIY tRe 0G561 d8. ngme IOn.11c lRM i•. •l1yL®ngEStEwE •irepNe�..dad•Hoanag ALL 11815•10 43E :FIASEb 4517E5rANATE0 .C.VE MID M ACCORDANCE p67N TLE TJ ( COC'PANES / MAR1MOC CCN6TRCUTIQ4 DOCUMENTS 4 5FECIFICATICN5 .e.1%- 7R.. . aQ w°i•er':... s 4i I••TEa -aN..q i YEASAIRENOVE war WAG SCFA'1A•RC PLAN1 i -a PRIZM `ARCIIIITEC` S INTERNA' 15NAL LTb HNC ` _ARCHITECTS ➢ESIGNERS PLANNERS 1333 CORPORATE DRITVE, SUITE 103 IRVING, - TEXAS : '7 (972) 714 -0420, FAX (972) 714- 0282.,' STOIC LCCATICw TUK�J)ILA.i.i)A. REYIN CMS L - DATE " �iu 110 Cochitua}.. Road F,an.inghan, Massadhusetet 01101 LM Nr D BY:B.CASTRO C -5c. P;': 1.4 1 t•1 6LEY CNECKND Es-, RON SCALE: 4,5 NOTED RATE: 05/06/01 .. ROOM MATERIAL I F NISI-4 SCHEDULE NO AREAS FLOOR BASE WALL CEILING I _,.ma mmrmm MATERIAL ia. iwvov' • .. .- .. 10 • •.= Illg 1 413.1 ` IMMURE MAKE • 0 ' ON HSINId n1 CULCI n auuvu aeri t 'eau Ka • C) "ON HSINI' OIWVtJ3O .-__ L . SSVIV 1V13W • - - -- a o 4nsd.lh •••• ..Nmosvw • • • • 0 '0N HS1NI1 QQQ §2•4il0nn I0 9 noo - I - 1v m Rn • i• 1 1H13H 9•I"1130 00 000 c 9 a � Hs NI, ON ■ N ■❑■U❑■U ❑U C.__1 • __....❑...... *NOTE SALES AREA CEILIN. wEIGI-IT vARIES - CEILING DETAIL DU. MC.. vESTIBULE SE.FE UV 1-22RICCANIE CUPS NEVEENEggi SALES ASSISTANT MANAGER MANAGER OFFICE CASH CFFICE MAN TRAP WALL AT MR. OFFICE HALL AT TOILET 6,4RTL PASE MENS TOILET =MEWS TOILET_ PANT cEaJNG•210 PANT CELL,. • ND EMPLOYF_ES LOUNGE •32.• a, PAPPL SALL* ATT- COAT ROCM LAYAWAY STORAGE JANITOR CLOSET MOCESSING ROOM SEAL TELLOU SAFTEr L5105 PANT CEILE. • 250 MEN'S FITTS. ROOM SE:MEWS FMANG ROCM ELECT/RICAL ROCM . CITICE CIOLNORIORR• PLATroirf HALL Al EXIT SHARED ELECTRICAL 24 NIM 0 0 5,6 INSTALL 3 Ur .41,7 NSLATTIN 24 ALL ',MIMIC," • CLOT N mpt. OFFICE IT-6• 6 RANELS • uPRISIN. SECTIoN5R. STEEL NewLATEo OpERANON. F•vi oN 5054 5.EsroN GRADE, GO. SHALL BLOCK UP EXIETIN. MASONT, AREA TO MAT, EXISTING EXTERIOR OONSTRUCTIOR 62 -A 19 PANELS • 54 5 • sT•50•20 ASIO ▪ A=X•e / C_C■AA ‘.. DC. , K•-• --(E'D 1, , • I 25-6 5,-071ED 77:ADARD 9•7 •24 -9• f SO 0 MARCR5 :::-,D-L.DES I ALL TORET RXTUFE.5.1-1ATIX.... ACCLSTIES, 1 6 6 IV T TOILET PAPER TgLDERS ...T.ALLED • F I 2 fRN-5 • -5-6; 7/ 6 RLNE, • 4 q3' - AA• SG tSr •••.,ED 0 •-•/•••,---, A DA-ED ,Z-CEN ENT ! (2_, 2 0 rETAL mac. WALL 1521PORT 16-4 vERIFT 2,5 DOOR CLEARANCE A7 ExISTING vE5155.1LE FOR RLOOR HAT 6 D ' 3r.S 7 C• f i 6 Firi DE X •• WIGNI ■ ALL GLASS INCLUDNG GLASS DOOR3 TO BE PROMO-T EY A WORMONT, 1 ON SOT. 6112.5 LEGEND Nes wALL GYP. ERD. FinsT+ AS FCLI.O. I 5ALES AIIMA 2 RECRE CLOT, 2 ._L OTTER AREAS 5• AeOvE FIR CLOT. NM= ulLL CORSTTEICTION TO uNDERSIDE OF DECK 050, 5-DEST 5EE CORSTRJcTION PLAN FOR WALL 1 MET, ICNIOOC DOUN FRAME (TTP../ GLANN ROR120KRAL NI.ILLNON GLASS 2X.," TIORIMNTAL MILLION FRISWILOOR @ ALUM. RAME DETAIL SALE : •AFF DRE CARRIAGE FLOOR BUMPER FURNISHED BY TENANT. INSTALLF_D BY GO. LENGTH= USE LONGEST STANDARD LENGTHS POSSIBLE TO FIT PLAN. PROvIDE CUSTOM LENGTH SECTIONS WI-ERE REOUREF-D. 5TANDARD ON STANDARD NOT SHOT 6 Q t_ —1 DIM ON DM. INSIDE CORNER STANDARD DTL. NT.S. DO at 66161465 I 7.7,MIKZ=27:11= 3=1E3741. RV= ENE.C,32. A...„11■E.2:2; 114.011110111 ID dB 1616116 POU.O. .666 usa• N34 for paTAD, IREIN MEL S KICK RAM. tD I 1,10v1DE EIMLAR PROOF 1.16121E6 tLLIBRE P34.0.3ED TO MINCE 2 PROVIDE DOOR STCP CR ALL DOORS MM.. SAFE COM, ul-ERE BET ARE LIABLE TO DAMAGE BE 11.16.1. CR ADJACENT MOM 3 PANT ALL METAL DOM • 4 ALL31131.32 ALLOT DOUSILE Acncw DOCR 033E OR MO DOORS, TO ISE •EabY 1616s 5 ALL LO005 AND MOO. PEACES ARE TO 8E MIALED 3271.1 CONE. CORES AND INSTALLED PT D.C. DALANCE CF IMIEDIMPE TO BE Er GC. • GC. TO MALL PIDESEENr CORES MATEO BY TEM, 1 2 1,4E1MR srrLE RAIN-PALL DO NOT INSTALL RILL OF: DOM ND (VEST. S.E2 PU614 BEM LOWBET, NO. fir AA DISTRIECTED APANOUSER LOC. .3ND SE_CURITT CM. 311NOR• ROAD, ME:DM, 323,3112 OPJAMOD S MAIO-UP RITE. ROOM DOORS AND NAMIARE INFPLE0 DT TM... NSTALLED FLX:RE CORMACIOR METAL KNOCK DOUN FRAME 2 3 NOTE INARANCE rIATITis pRovOSO 551,150 ST TIE TRT•swas DAMAO, 016776.2 NA1666•616 AT 666.466.A. ca....DARK DUX ilEYNA=161 MEM IMEM MEM 1=71.1111C CM16'2,7E6,21iPMMEMIIMEIMMIIIIW.M , MINH 1M1f6.nr 6.MILICS.-6M11■11E-MMIMIN•ip 11.1.:E7 M.• 166. wmaurailmauxollini A A I Alma ALLOr 3,143KE AND DaSSLE es .66 ON PLAN 1 4 /1,,EAEO • /ES ILA HAMILL DOOR ,PE5 11.71,11. P.M 111.6 UM GM ALL /LW . b I---Z7O NO. SurPORT Arf. IMCONF.URF_D DuE TO 2 wALL RELOCATED 2 TO ENL.R.E ELECTRILAL Roar, REVISIONS A STRUcTUR_o_ WALL SNARED SPRINKLER DATE 0 30 OS DOI Coolatuato bad Prarbahm.1166.666 01,01 FLAMED 5YEs_cAs c-SET 151, IAN Tr C44IKKED Y. RON PRIZM ARCHITECTS INTERNATIONAL LTD., INC. ARCHITECTS DESIGNERS PLANNERS 1333 CORPORATE DRIVE, SUITE 103 IRVING, TEXAS 75038 (972) 714-0420, FAX (972) 714-0282 6 TUKLU I L A WA. t or cmacnole oFFNMAED PATE. 05/08/01 - -A 1 =`; APJACENT TENANT NOTES: RAKNISH Ai. INSTALL HORIZONTAL STLDS 70 RECENS FBRIMETER RJRNISH AND INSTALL CONTINUO. SNOB A•40 PLATE W/ HORZ BLOCK... AT MID PORK STUD NEIGLIT NARNISN AND ...TALL NORIZONtAL ST.YDS TO I.CEIvTA FASTS.. AT JOINT E. TOP OF PARTICLE 80.1120 MD BOTTOM OF GTP. WALLBOARD •TS../D EvER7I OTNER STUD TO LINDONSP,E SORCIURE FOR WALL SUPPORT. FRONDE I, MIN SLIP JOINT CONECTION , “E. TO ALLOW 1,12 DISA-ECTION ij VTh COWER GUARD prIr to EIEL. , .........., , 1 / 7 , . , if 3,---_ I , 11-• MOM RTE. PLATFCREI TO PE ARE RAIED TO MEET WOE REO.PRIPIENTE 2. IF CODE 011.0T A REEF RARED WOOD PLATFORM, ,E CAC. IR RIPIR_T AND EASTALL A YETAL MARROW ETAIR Uhl ORATING TO HATCR LOCAL CODE_ CRAWRGE TO PE APRROVR, A 5 PROR TO MARFACTIPPRO. 0-4 SALES AREA 811,,E AA CONTROL JOINT NOT TO SCALE BALF8 AREA AIDE rep WO' NO4 TO 4CA/JI F 4 rao NO4 TO CALE Zot SALES AREA NOE SALES AREA 80F_ / SECTION AT VALANCE WI WALL SYSTEM jL i-LNE CIELARS AR-PARE !MICR INDEP CO-LEN LRCMS MORO OIRIPIESSE ROM VARIED EVCOLLER =E- EO' IRMREET ARCED STIR. EPARD--I0 PIOLDN2- RIO,- PALE COVE- 4 MIRRORED COLUMN COVER Art 0:71.1111. EZESEBt,„ SECTION AT VALANCE WI DBL. SLOT. WALL UNITS MICTIMI A-A aNCNO4 NOPINT SECTION 6-6 NOTE, PTERRI POARD PDX CORERS APE TO PE CON6TMCIIEP OBER, CONTRACTOR SALES AREA 130X WALL DETAIL our. CAe44 OPPIC6,11.4.111.16 cP1961, 4 LAYAMAY ISTOOC GCE III NOM rI ELEVAT ON OF PARTICLE BOARD • WALL - ?SS. FOR STOCKROOM .UPPORT AREAS VA MIRROR LAl2.1472 PARTICLE 1-APINATE PARR .ARKALD TO TOilSTELPARK RERENS SEALANT COAN/Ilk VERT SOX MO %MEM RECTINCAL CRAM. ANO,REED WERE. AND INSTALLED IST <LC. PT ETTI.MAIRC =PPR =LYN ROADS.. COLOR I ir II - "' le A „—r—;;.---•,.—T-rr,:r.- t 't CAT SALM Al NOTAPOLRN. CZ ' EFE ; VP% " = "' Atr .. Trie r iFIFF AII IF ". . 211 NO. PRIZM ARCHITECTS INTERNATIONAL LTD., INC. ARCHITECTS DESIGNERS PLANNERS 1333 CORPORATE DRIVE, SUITE 103 IRVING, TEXAS 75038 (972) 714-0420, FAX (972) 714-0282 REvISIONS A DATE ST Marshals TIO CeeHlusta Mead Prasmehr. lirsaalusaUs _ — MA* BT. c BY: CRECKED "DO 1--7e) V STORE Lor-ANGN A \A/A 173. SO. CENTER NG, er...a.s. A8 NOTED ' PARKWAY SOPERCENTER I Great prices' •-New merchandise all the time. Brand names for less. Everyday. _ I- I . EIBICIFIGIDI / lail I 1 1 iliN t � � GG NOTE. LFFPR GLAZE. • DOOR TRANS?, OH SALES SIDE 514.. RETAIN d r GAP SENffN GLAZNG AND FRAME TO ELIMINATE NEGATna AR PRESSE. M vEETId1E. 5LASE TO BE MOUSE, 6 D GROLND YICO, Cti CO, SIDES., s. LETTERE Ea. cO S IETTEFB , STER.R_ RAJ CN , ELL .m Eo 10 EQUAL K'LETTERE lb' LITTERS 11 En Cj xx csPExsaR GRAS GAR TATS SERE* a 12 CORNER GUARDS (TYP.) BALL 90 CORNERS SHALL RECIEVE PAWLING CLEAR LEXAN STYLE CG -11, 1 I/8' x 1 x 4' -m' LENGTH SEE SPECS, NO SUBSTITUTIONS TrnCAL PANEL APPLIOATKH AT DOOR aroma REAM SLAMALL PAEL °T°TEESE REFER TO 6EL?IN •A OF TIE OATEN, SI°EOPIGATIOM FOR WOK REGK bIdLRY W ARENG ELATWALL PANEL METER fl@PdtlGTEO MU. PANE EYETTST <SLATS. , MA]F4 TWIES EY cau•Ima SN<AIUSE co. AAR MA, ORES muraus .1 tuu CONTACT. ix ARM F@GMCN •NA]] -ev NETALLATION N°TRIGTIONS APE MUMS, A PART CF ha PACKAGE ARO R IS TIE REEPERESILRT <F 1Hb oNIRAc oR TO SECO. FAMILIAR SRN TIME NSTRICIONE MICR TO O TERM.- 249 FINISH NO. DESCRIPTION FINISH 210 PANT BENJAMIN IMOORE SOFT WHITE •968 REGAL Apt,. 0 SEMI -GLOSS (OFFICE) 211 PAINT BENJAMN MOOrE SGT 114ITE '968 REGAL ACUAVELVET (319) EGGSHELL (SAPS) 212 PAINT BENJAMIN MOORE NATURAL •13 REGAL AcOAVELVET C315) EGGSHELL (SALE.S) 213 PANT B.11. DECK GRAY PORCH A FLOOR ENAMEL C51210 1.11 -GLOSS WITH SAND ADDED FOR NON -SLIP FNW54 214 PAINT BENJAMIN MOORE SOFT WHITE •68 ALKYD Df.ILAt'7£L SEMI -GLOSS (211/SEMI-GLOSS (DOOR a FRAME) 215 PAINT BENJAMIN MOORE GRAY' • HC' -198 (12• WALL STRIPE FOR CEILINC-S C-REATER THAN I4' -0`) 220 WALL COVERING SURFACE MATERIALS CO. 'COWREX -V- 19966' 221 PLASTIC ACROVYN 'PEBBLETTE' TEPJRE: P-1 STIPPLE COLOR: •96 FAIN WALL COVERING GAUGE: 022, 932 J- MOLDING M 996 FAN. "58 FLAT JOINT STRIP, 0 83 INSIDE CORNER A 935 OUTSIDE CORNER TO BEM COLOR 196 FAIN_ 890- 23348493 224 VINYL WALLCOVERING GUARD WALLCOVERNC-5: CELLINI G5201 LR.EW CONTACT: BOB CREVO 1- 899 - 262 -156 ExT. 1699 (VOICE MAIL) I -6n -213 -9946 (OFFICE) 221 MARLITE PANEL 4' x 4' MARLITE PANELS ON ALL R.. SIDES OF JANITOR'S CLOSET. ALL MARLITE COT,ONc"N> TO BE P145 SILVER 228 VINYL BUMPER RAIL McCUE 2' BEIGE VINYL BUMPER RAIL CGT -20 -691 PLACE ON PERIMETER WALLS • 31' AFF. 230 CORNER GUARD CLEAR LEXAN CORER PROTECTOR SECTIONS BY PAW LING_ SEE SPECIFICATION SECTION 3.8 A. NO Suesmu aws. 236 vMT'L COMPOSITION TILE ARMSTRONG • 51899 COOL WHITE, II' x I2' x I/e' IMPERIAL TENURE (ALTERNATING PATTERN) 231 VINYL COMPOSITION TILE ARMSTRONG •56812 BLUE II, 6' x 24' FLOOR STRIPE 239 CARPET FUNCTIONALITY • 896 SMOKY SAPH'IRE, WITH UNITARY BACKING ADHESIVE: STYLE J1000 SEAM SEALER_- STYLE /4990 40L'CER STRIP: JOI- NSCRITE • BC -92 BLUE LAGOON CONTACT: -DAVE HALTERMAN • CARPET LOVER WEST9ORD, MA PHONE (508) 366 -1841 FAX MOB, 366 -0112 244 VINYL COVE BASE ARMSTRONG •15 SANDSTONE 6' 245 VINYL BUMPER RAIL I UWIITE RIGID WALL BIAMPER M,.CUE WALL BUMPERS 241 CERAMIC TILE (FLOOR, DAL -TILE MARBLE' D -325 2' o 2' x V4', WITH GRCI1T COLOR TO BE 141055 ENT MORE PEARL •13• 248 VINYL TILE STRIPUIOOD AMOCO VINYL TILE STRIPWOOV /AMTICO VINYL BEECH •W633 SOFT GRID MAT E -SIRE (BLUE) 281 SLATWALL 9513 -6 FROSTY UNITE (METAL RERFORCEME/T AT FOCALS). 282 FOCAL WALL TRIM SEGIRE TO WOOD BLOCKRJG W1/ FINISH HEAD SHEET RD!.IC eaEWb - DRILL PILOT HOLES- 283 LAMINATED PANEL WILLSONART, Oaf I "41 I APT D435 -60- SPECIFICATIONS FOR Y.W.G. INSTALLATION NEW CONSTRUCTION: THE GD. SHALL SEE THAT SURFACES PRESENT A /ME SMOOTH, LEVEL PMI&d FREE FROM CRACKS. DIRT. DUST, IRREGULARITIES, ROUGH SPOTS AND INDENTATIONS. _ A GOOD DUALITY' NAMED BRAND UNITE OIL BASED PRIMER SHALL BE USED CN ALL NEW DRYWALL TO EASE APPLICATION AND FUTURE REMOVAL RENOVATIONS: OLD WALL COVERINGS SHALL BE REMOVED AND WALLS ARE TO BE W45FED AND SANDED TO REMOVE ANY' OLD ADHESIVE F NECESSARY THEY SHALL BE RE- PRIMED WITH AN OIL EASED WHITE PRIMER ADHESIVE: GUARD FE -100 OR ANY OTHER GOOD OUALITY HEAVY MITT ADHESIVE IS RECOMMENDED. NOTE: DO NOT 'RAILROAD' VINYL WALLCOVERING ALL WORK SHALL SE COMPLETED IN A NEAT AND PROFESSIONAL L FoCLL ERL L ' b o'w o Wr PART' TNH LLAOILLI. . PA6Rnmx°Ls eTy.TlAL To W QiK MmenR .4']:N_ MBPP.LERJR. 6E MAR To eL,00c•n W AuM re. °waTmx .<�. - oIL.L P°wT Nam 2u• AARE Ems swoon v oc ET GE MILERS FINFORnen. IMAM. SAS... A Asol'AL o R comas= PART Es. DE ALATWRI • FOR Rx a WO °, < TNe RPCPYJPON LrwcTe+PwROUTT Fm,>z, A �NT.L L� � ar TR4,NT M,eTAT 1 �ARN T1� RR = FOCAL WALL ISOMETRIC MOTE: WALL MESSAGE FONT VARIES FROM THAT SHOLLN ON ELEVATION .11021.67d UMY OF RIMVI Al QED SEP 15 25)t hou NO. 9R JRT Ftt5 .:EGO..JFED DVE T 9TR1C� REL WELL A SNARED SPRINKLER PRIZM ARCHITECTS INTERNATIONAL LTD., INC. ARCHITECTS DESIGNERS PLANNERS 1333 CORPORATE DRIVE, SUITE 103 IRVING, TEXAS 75038 (972)714 -0420, FAX (972) 714 -0282 REVISIONS A DATE 0130491 BY GO Marshal k 170 Ce6MFYM Ibad. R1�R1, Wwadweb EITp PLANd4D DY:B.CASTRO C - SET 8Y. IAN T COLEY 04A0QED DY. IeOH - - j/ '' I I'' /� 17348 SO CENTER ' PKWY_: WALE: 1/S' . I'_m• TUKWILA, WA, PARKWAY SUPERCENTER DATE. 05/0,/0, � 1 131 •a What will you find this time? Super Savings. fil 1 e I- I . EIBICIFIGIDI / lail I 1 1 iliN _ —� — t � � GG NOTE. LFFPR GLAZE. • DOOR TRANS?, OH SALES SIDE 514.. RETAIN d r GAP SENffN GLAZNG AND FRAME TO ELIMINATE NEGATna AR PRESSE. M vEETId1E. 5LASE TO BE MOUSE, 6 D GROLND YICO, Cti CO, SIDES., s. LETTERE Ea. cO S IETTEFB , STER.R_ RAJ CN , ELL .m Eo 10 EQUAL K'LETTERE lb' LITTERS 11 En Cj xx csPExsaR GRAS GAR TATS SERE* a 12 CORNER GUARDS (TYP.) BALL 90 CORNERS SHALL RECIEVE PAWLING CLEAR LEXAN STYLE CG -11, 1 I/8' x 1 x 4' -m' LENGTH SEE SPECS, NO SUBSTITUTIONS TrnCAL PANEL APPLIOATKH AT DOOR aroma REAM SLAMALL PAEL °T°TEESE REFER TO 6EL?IN •A OF TIE OATEN, SI°EOPIGATIOM FOR WOK REGK bIdLRY W ARENG ELATWALL PANEL METER fl@PdtlGTEO MU. PANE EYETTST <SLATS. , MA]F4 TWIES EY cau•Ima SN<AIUSE co. AAR MA, ORES muraus .1 tuu CONTACT. ix ARM F@GMCN •NA]] -ev NETALLATION N°TRIGTIONS APE MUMS, A PART CF ha PACKAGE ARO R IS TIE REEPERESILRT <F 1Hb oNIRAc oR TO SECO. FAMILIAR SRN TIME NSTRICIONE MICR TO O TERM.- 249 FINISH NO. DESCRIPTION FINISH 210 PANT BENJAMIN IMOORE SOFT WHITE •968 REGAL Apt,. 0 SEMI -GLOSS (OFFICE) 211 PAINT BENJAMN MOOrE SGT 114ITE '968 REGAL ACUAVELVET (319) EGGSHELL (SAPS) 212 PAINT BENJAMIN MOORE NATURAL •13 REGAL AcOAVELVET C315) EGGSHELL (SALE.S) 213 PANT B.11. DECK GRAY PORCH A FLOOR ENAMEL C51210 1.11 -GLOSS WITH SAND ADDED FOR NON -SLIP FNW54 214 PAINT BENJAMIN MOORE SOFT WHITE •68 ALKYD Df.ILAt'7£L SEMI -GLOSS (211/SEMI-GLOSS (DOOR a FRAME) 215 PAINT BENJAMIN MOORE GRAY' • HC' -198 (12• WALL STRIPE FOR CEILINC-S C-REATER THAN I4' -0`) 220 WALL COVERING SURFACE MATERIALS CO. 'COWREX -V- 19966' 221 PLASTIC ACROVYN 'PEBBLETTE' TEPJRE: P-1 STIPPLE COLOR: •96 FAIN WALL COVERING GAUGE: 022, 932 J- MOLDING M 996 FAN. "58 FLAT JOINT STRIP, 0 83 INSIDE CORNER A 935 OUTSIDE CORNER TO BEM COLOR 196 FAIN_ 890- 23348493 224 VINYL WALLCOVERING GUARD WALLCOVERNC-5: CELLINI G5201 LR.EW CONTACT: BOB CREVO 1- 899 - 262 -156 ExT. 1699 (VOICE MAIL) I -6n -213 -9946 (OFFICE) 221 MARLITE PANEL 4' x 4' MARLITE PANELS ON ALL R.. SIDES OF JANITOR'S CLOSET. ALL MARLITE COT,ONc"N> TO BE P145 SILVER 228 VINYL BUMPER RAIL McCUE 2' BEIGE VINYL BUMPER RAIL CGT -20 -691 PLACE ON PERIMETER WALLS • 31' AFF. 230 CORNER GUARD CLEAR LEXAN CORER PROTECTOR SECTIONS BY PAW LING_ SEE SPECIFICATION SECTION 3.8 A. NO Suesmu aws. 236 vMT'L COMPOSITION TILE ARMSTRONG • 51899 COOL WHITE, II' x I2' x I/e' IMPERIAL TENURE (ALTERNATING PATTERN) 231 VINYL COMPOSITION TILE ARMSTRONG •56812 BLUE II, 6' x 24' FLOOR STRIPE 239 CARPET FUNCTIONALITY • 896 SMOKY SAPH'IRE, WITH UNITARY BACKING ADHESIVE: STYLE J1000 SEAM SEALER_- STYLE /4990 40L'CER STRIP: JOI- NSCRITE • BC -92 BLUE LAGOON CONTACT: -DAVE HALTERMAN • CARPET LOVER WEST9ORD, MA PHONE (508) 366 -1841 FAX MOB, 366 -0112 244 VINYL COVE BASE ARMSTRONG •15 SANDSTONE 6' 245 VINYL BUMPER RAIL I UWIITE RIGID WALL BIAMPER M,.CUE WALL BUMPERS 241 CERAMIC TILE (FLOOR, DAL -TILE MARBLE' D -325 2' o 2' x V4', WITH GRCI1T COLOR TO BE 141055 ENT MORE PEARL •13• 248 VINYL TILE STRIPUIOOD AMOCO VINYL TILE STRIPWOOV /AMTICO VINYL BEECH •W633 SOFT GRID MAT E -SIRE (BLUE) 281 SLATWALL 9513 -6 FROSTY UNITE (METAL RERFORCEME/T AT FOCALS). 282 FOCAL WALL TRIM SEGIRE TO WOOD BLOCKRJG W1/ FINISH HEAD SHEET RD!.IC eaEWb - DRILL PILOT HOLES- 283 LAMINATED PANEL WILLSONART, Oaf I "41 I APT D435 -60- SPECIFICATIONS FOR Y.W.G. INSTALLATION NEW CONSTRUCTION: THE GD. SHALL SEE THAT SURFACES PRESENT A /ME SMOOTH, LEVEL PMI&d FREE FROM CRACKS. DIRT. DUST, IRREGULARITIES, ROUGH SPOTS AND INDENTATIONS. _ A GOOD DUALITY' NAMED BRAND UNITE OIL BASED PRIMER SHALL BE USED CN ALL NEW DRYWALL TO EASE APPLICATION AND FUTURE REMOVAL RENOVATIONS: OLD WALL COVERINGS SHALL BE REMOVED AND WALLS ARE TO BE W45FED AND SANDED TO REMOVE ANY' OLD ADHESIVE F NECESSARY THEY SHALL BE RE- PRIMED WITH AN OIL EASED WHITE PRIMER ADHESIVE: GUARD FE -100 OR ANY OTHER GOOD OUALITY HEAVY MITT ADHESIVE IS RECOMMENDED. NOTE: DO NOT 'RAILROAD' VINYL WALLCOVERING ALL WORK SHALL SE COMPLETED IN A NEAT AND PROFESSIONAL L FoCLL ERL L ' b o'w o Wr PART' TNH LLAOILLI. . PA6Rnmx°Ls eTy.TlAL To W QiK MmenR .4']:N_ MBPP.LERJR. 6E MAR To eL,00c•n W AuM re. °waTmx .<�. - oIL.L P°wT Nam 2u• AARE Ems swoon v oc ET GE MILERS FINFORnen. IMAM. SAS... A Asol'AL o R comas= PART Es. DE ALATWRI • FOR Rx a WO °, < TNe RPCPYJPON LrwcTe+PwROUTT Fm,>z, A �NT.L L� � ar TR4,NT M,eTAT 1 �ARN T1� RR = FOCAL WALL ISOMETRIC MOTE: WALL MESSAGE FONT VARIES FROM THAT SHOLLN ON ELEVATION .11021.67d UMY OF RIMVI Al QED SEP 15 25)t hou NO. 9R JRT Ftt5 .:EGO..JFED DVE T 9TR1C� REL WELL A SNARED SPRINKLER PRIZM ARCHITECTS INTERNATIONAL LTD., INC. ARCHITECTS DESIGNERS PLANNERS 1333 CORPORATE DRIVE, SUITE 103 IRVING, TEXAS 75038 (972)714 -0420, FAX (972) 714 -0282 REVISIONS A DATE 0130491 BY GO Marshal k 170 Ce6MFYM Ibad. R1�R1, Wwadweb EITp PLANd4D DY:B.CASTRO C - SET 8Y. IAN T COLEY 04A0QED DY. IeOH - - j/ '' I I'' /� 17348 SO CENTER ' PKWY_: WALE: 1/S' . I'_m• TUKWILA, WA, PARKWAY SUPERCENTER DATE. 05/0,/0, � 1 131 Thanks for shopping with us. En Ea Great Values. 1 e I- I . EIBICIFIGIDI / \ a1 \ I 1 1 t � � GG NOTE. LFFPR GLAZE. • DOOR TRANS?, OH SALES SIDE 514.. RETAIN d r GAP SENffN GLAZNG AND FRAME TO ELIMINATE NEGATna AR PRESSE. M vEETId1E. 5LASE TO BE MOUSE, 6 D GROLND YICO, Cti CO, SIDES., s. LETTERE Ea. cO S IETTEFB , STER.R_ RAJ CN , ELL .m Eo 10 EQUAL K'LETTERE lb' LITTERS 11 En Cj xx csPExsaR GRAS GAR TATS SERE* a 12 CORNER GUARDS (TYP.) BALL 90 CORNERS SHALL RECIEVE PAWLING CLEAR LEXAN STYLE CG -11, 1 I/8' x 1 x 4' -m' LENGTH SEE SPECS, NO SUBSTITUTIONS TrnCAL PANEL APPLIOATKH AT DOOR aroma REAM SLAMALL PAEL °T°TEESE REFER TO 6EL?IN •A OF TIE OATEN, SI°EOPIGATIOM FOR WOK REGK bIdLRY W ARENG ELATWALL PANEL METER fl@PdtlGTEO MU. PANE EYETTST <SLATS. , MA]F4 TWIES EY cau•Ima SN<AIUSE co. AAR MA, ORES muraus .1 tuu CONTACT. ix ARM F@GMCN •NA]] -ev NETALLATION N°TRIGTIONS APE MUMS, A PART CF ha PACKAGE ARO R IS TIE REEPERESILRT <F 1Hb oNIRAc oR TO SECO. FAMILIAR SRN TIME NSTRICIONE MICR TO O TERM.- 249 FINISH NO. DESCRIPTION FINISH 210 PANT BENJAMIN IMOORE SOFT WHITE •968 REGAL Apt,. 0 SEMI -GLOSS (OFFICE) 211 PAINT BENJAMN MOOrE SGT 114ITE '968 REGAL ACUAVELVET (319) EGGSHELL (SAPS) 212 PAINT BENJAMIN MOORE NATURAL •13 REGAL AcOAVELVET C315) EGGSHELL (SALE.S) 213 PANT B.11. DECK GRAY PORCH A FLOOR ENAMEL C51210 1.11 -GLOSS WITH SAND ADDED FOR NON -SLIP FNW54 214 PAINT BENJAMIN MOORE SOFT WHITE •68 ALKYD Df.ILAt'7£L SEMI -GLOSS (211/SEMI-GLOSS (DOOR a FRAME) 215 PAINT BENJAMIN MOORE GRAY' • HC' -198 (12• WALL STRIPE FOR CEILINC-S C-REATER THAN I4' -0`) 220 WALL COVERING SURFACE MATERIALS CO. 'COWREX -V- 19966' 221 PLASTIC ACROVYN 'PEBBLETTE' TEPJRE: P-1 STIPPLE COLOR: •96 FAIN WALL COVERING GAUGE: 022, 932 J- MOLDING M 996 FAN. "58 FLAT JOINT STRIP, 0 83 INSIDE CORNER A 935 OUTSIDE CORNER TO BEM COLOR 196 FAIN_ 890- 23348493 224 VINYL WALLCOVERING GUARD WALLCOVERNC-5: CELLINI G5201 LR.EW CONTACT: BOB CREVO 1- 899 - 262 -156 ExT. 1699 (VOICE MAIL) I -6n -213 -9946 (OFFICE) 221 MARLITE PANEL 4' x 4' MARLITE PANELS ON ALL R.. SIDES OF JANITOR'S CLOSET. ALL MARLITE COT,ONc"N> TO BE P145 SILVER 228 VINYL BUMPER RAIL McCUE 2' BEIGE VINYL BUMPER RAIL CGT -20 -691 PLACE ON PERIMETER WALLS • 31' AFF. 230 CORNER GUARD CLEAR LEXAN CORER PROTECTOR SECTIONS BY PAW LING_ SEE SPECIFICATION SECTION 3.8 A. NO Suesmu aws. 236 vMT'L COMPOSITION TILE ARMSTRONG • 51899 COOL WHITE, II' x I2' x I/e' IMPERIAL TENURE (ALTERNATING PATTERN) 231 VINYL COMPOSITION TILE ARMSTRONG •56812 BLUE II, 6' x 24' FLOOR STRIPE 239 CARPET FUNCTIONALITY • 896 SMOKY SAPH'IRE, WITH UNITARY BACKING ADHESIVE: STYLE J1000 SEAM SEALER_- STYLE /4990 40L'CER STRIP: JOI- NSCRITE • BC -92 BLUE LAGOON CONTACT: -DAVE HALTERMAN • CARPET LOVER WEST9ORD, MA PHONE (508) 366 -1841 FAX MOB, 366 -0112 244 VINYL COVE BASE ARMSTRONG •15 SANDSTONE 6' 245 VINYL BUMPER RAIL I UWIITE RIGID WALL BIAMPER M,.CUE WALL BUMPERS 241 CERAMIC TILE (FLOOR, DAL -TILE MARBLE' D -325 2' o 2' x V4', WITH GRCI1T COLOR TO BE 141055 ENT MORE PEARL •13• 248 VINYL TILE STRIPUIOOD AMOCO VINYL TILE STRIPWOOV /AMTICO VINYL BEECH •W633 SOFT GRID MAT E -SIRE (BLUE) 281 SLATWALL 9513 -6 FROSTY UNITE (METAL RERFORCEME/T AT FOCALS). 282 FOCAL WALL TRIM SEGIRE TO WOOD BLOCKRJG W1/ FINISH HEAD SHEET RD!.IC eaEWb - DRILL PILOT HOLES- 283 LAMINATED PANEL WILLSONART, Oaf I "41 I APT D435 -60- SPECIFICATIONS FOR Y.W.G. INSTALLATION NEW CONSTRUCTION: THE GD. SHALL SEE THAT SURFACES PRESENT A /ME SMOOTH, LEVEL PMI&d FREE FROM CRACKS. DIRT. DUST, IRREGULARITIES, ROUGH SPOTS AND INDENTATIONS. _ A GOOD DUALITY' NAMED BRAND UNITE OIL BASED PRIMER SHALL BE USED CN ALL NEW DRYWALL TO EASE APPLICATION AND FUTURE REMOVAL RENOVATIONS: OLD WALL COVERINGS SHALL BE REMOVED AND WALLS ARE TO BE W45FED AND SANDED TO REMOVE ANY' OLD ADHESIVE F NECESSARY THEY SHALL BE RE- PRIMED WITH AN OIL EASED WHITE PRIMER ADHESIVE: GUARD FE -100 OR ANY OTHER GOOD OUALITY HEAVY MITT ADHESIVE IS RECOMMENDED. NOTE: DO NOT 'RAILROAD' VINYL WALLCOVERING ALL WORK SHALL SE COMPLETED IN A NEAT AND PROFESSIONAL L FoCLL ERL L ' b o'w o Wr PART' TNH LLAOILLI. . PA6Rnmx°Ls eTy.TlAL To W QiK MmenR .4']:N_ MBPP.LERJR. 6E MAR To eL,00c•n W AuM re. °waTmx .<�. - oIL.L P°wT Nam 2u• AARE Ems swoon v oc ET GE MILERS FINFORnen. IMAM. SAS... A Asol'AL o R comas= PART Es. DE ALATWRI • FOR Rx a WO °, < TNe RPCPYJPON LrwcTe+PwROUTT Fm,>z, A �NT.L L� � ar TR4,NT M,eTAT 1 �ARN T1� RR = FOCAL WALL ISOMETRIC MOTE: WALL MESSAGE FONT VARIES FROM THAT SHOLLN ON ELEVATION .11021.67d UMY OF RIMVI Al QED SEP 15 25)t hou NO. 9R JRT Ftt5 .:EGO..JFED DVE T 9TR1C� REL WELL A SNARED SPRINKLER PRIZM ARCHITECTS INTERNATIONAL LTD., INC. ARCHITECTS DESIGNERS PLANNERS 1333 CORPORATE DRIVE, SUITE 103 IRVING, TEXAS 75038 (972)714 -0420, FAX (972) 714 -0282 REVISIONS A DATE 0130491 BY GO Marshal k 170 Ce6MFYM Ibad. R1�R1, Wwadweb EITp PLANd4D DY:B.CASTRO C - SET 8Y. IAN T COLEY 04A0QED DY. IeOH - - j/ '' I I'' /� 17348 SO CENTER ' PKWY_: WALE: 1/S' . I'_m• TUKWILA, WA, PARKWAY SUPERCENTER DATE. 05/0,/0, � 1 131 SENSORMATIC WIRING SCHEDULE NO. - LOCATION I SALES FLOOR DOME CAMERA 2 SALES FLOOR DOME CAMERA WALES 4 FLOOR DOME CAMERA SALES FLOOR DOME CAMERA S SALES FLOOR DOME CAMERA E FIXED CAMERA AT CAST -4 OFFICE OVERT CABLE DROP AT CASH OFFICE 8 COVERT CABLE DROP AT FRONT LINE FIXED CAMERA AT RECEIVING 0 COVERT CABLE DROP AT RECEIVING II ;AVERT CABLE DROP AT LOUNGE 12 FIXED CAMERA AT PITTING ROOM ENTRANCE 13 FIXED CAMERA AT COMBINED SD. /LAYAWAY IG' of C-49L= DRro — 1•I 0 r ED u 1 1 32' -0' L G IG TO 9FY:6W 21 2M/DOV 5'„ DON - \ mRANS 9: ORDER - C LOCI EXHAWST /EN'S FRO, SLEET, LEG E I' D I0-131I �� 49 ^ � � . .z = —' .� 1 f EGEG \ G 4 mo - —n ----- IA1 u 141 '. � /� EC To INCOQr�RATE // A/B SUI-GIJIFY LBII` G Ra! SA -5ll 0 ICS r F - -1 1 0 NLEM i I► COVERT CABLE DROP ADJACENT TENANT FIXED CAMERA COVERT C49LE DROP Iv G -BT LI EM 0 0 0 =1 RP 72 RP .4 a! In LOOP v'DEO' RD,- e• MONITOR CS5: -LAC CND ,EN e-x TO COVERT CABLE DROP LP. CA LEGIBO DO'E CAMERA ,p FIXED LOCATION CAMERA PERSONAL vIES MONITOR COVERT CABLE DROP lien's \ , BYM E Fl F2 G i G3 J2 , NOTE: CLILNC. GRID CEILING HUNG SIGN 2'x4' L G T FIXTURE NOTE: INSTALL_ ALL CEILING HUNG SIGNS AT THE BACK OF 2'x4' LIGHT FIXTURE. INSTAL'_ CEILING HUNG SIGN CLIPS ON THE SAME GRID THAT HOLDS THE LIGHT FIXTURE BOTTOM OF SIGN SI --OULD BE S FEET ABOVE THE FLOOR 01--?- 2' RECESSED 2 F32TB/SP35 RECESSED 4 F32TB / -aP35 RECESSED 2 F3218/SP35 WALL Q. ca2TS(SP35 SURFACE 2 F32TB /SP35 SURFACE 1 F32T8/SP35 AC 1 F3278/SP35 MEM. 4 F32T8/SP35 F32T8/8P35 F3M3/SP35 F32T8/SP35 F32T8/SP x4 I' EXIT 4 4'x16 4' x 4' 4'x3' 3'/' X 4 0'0X5' DEEP 612E "O D14 1 ` ;crax� MOUNT RECESSED 4 F32T878P35 RECESSED 3 403X- 40LLBIAX RECESSED "4 F3278/SP35 RECESSED 2 F32T8/SP35 SURFACE SURFACE ANOPY RECESSED LIGHTING FIXTURE SCHEDULE ,TY 278 9P35 I F32TS9P35 2 Ps- LAPPING TYPE STORE LOCATICK NL -EM: WILL BE WIRED FOR UNSWITCHED FIXTURE (FIXTURE WILL RUN FOR 24HR5) EM: WILL BE WIRED FOR SWITCHED FIXTURE (FIXTURE WILL TURN ON /OFF WITH WALL SWITCH BOINE EMERGENCY WILL TURN ON WHEN POWER FAILS.) REMARKS T 1K11)11 A L1J4 WITH PRISMATIC ACRYLIC _ENS WITH PRIEXIATIC ACRYLIC _EN5 WITH PRIV'fATI[' AT-.R1-i IC; PNS WITH PRISMATIC ACRYLIC LENS. WITH PRISMATIC ACRYLIC LENS WITH PRISMATIC ACRYLIC LETLS WITH PRISMATIC ACRYLIC LENS TN HEAVY DUTY ROW ALIGNMRS WITH HEAVY DUTY ROLJ ALIC,025 + TJ!ST E PANC._:— WITH HEAVY DUTY ROW ALIGiNc - R5 a TWIST. HA�C EI"w WITH ICE TONG AND JACK CHALN I+ArGTv UATH ICE TONG 4.2. JACK CHARa -.NG� 0 WI ?N BATTERY PACK M BRFACTURER ELLIPTIPAR TWO Se WATT BIAX LAMPS TH: : %MIRE, ALL LAMPS SHALL BE SP35ALM AS MAP FACTLI D BY GENERAL. ELECTRIC. NO SUBSTITUTIONS UNLESS OTHERWISE NOTED NOTES: I. OMIT ALL SPEAKERS SHOJN ON THIS DRAWING AS THEY ARE TENANT S1PPI LED a INSTALLED. 2. LAYAWAY STOCK a SM . Ir r TING O BE COORDINATED .JITH HVAC a STR�rRAL STEEL MINIMUM HEIGHT i3' -0' MA TOCK X ROO IMAL HEKsHT Il'- O' 3. A HANGING SIGNS PROVIDED AND INSTALLED BY M,ARSHALLS @aevee STORE LIGHTING (SALES AND SUPPORT) SHALL INCORPORATE BODINE 51000 TYPE BALLASTS TO ACT AS A NITE LIGHT / EMERGENCY LITE. NUMBER OF FIXTURES WITH THE BODINE 51000 BALLAST SHALL BE DETERMINED BY CODE. (B -EM, C -EM, CI- EMOI -EM, D -EM, G -EM, A- NL -EM, L.F- 2- NL -EM.) ALL LAMPS SHALL BE SP35/11M AS MANUFACTURED BY GENERAL ELECTRIC NO SUBSTITUTIONS UNLESS OTHERWISE SPECIFIED. STE ANCAE4.5 Ira• rsete. oa/mn /ml DMT OF FRO.RA OPFFORO SEP IS 2001 Nora PRIZM ARCHITECTS INTERNATIONAL LTD., INC. =FlL ^T °ENTEF ARCHITECTS DESIGNERS PLANNERS 1333 CORPORATE DRIVE, SUITE 103 IRVING, TEXAS 75038 (972) 714 -0420, FAX (972) 714 -0282 NO. REVISIONS NEPPORT RIMS RECOFIGUIRED DIE TO 5114.11IRAL WALL N SNARED SPRINKLER WALL RELOCATED 3' -0' TO ENLARGE RroM DATE 01300; BY at Bc Marshalls gl�r�L� Alp PLANNED ®YrSLASTRO CASEY BY* IAN TREMBLEY CHECKED 6Yr RON 3 SENSORMATIC WIRING SCHEDULE NO. LOCATION I SALES FLOOR DOME CAMERA 2 SALES FLOOR DOME CAMERA 3 I.SALE5 FLOOR DOME CAMERA 111.ALES FLOOR DOME CAMERA USALES FLOOR DOME CAMERA 6 FIXED CAMERA AT CASH OFFICE T OVERT CABLE DROP AT CASH OFFICE 8 COVERT CABLE DROP AT FRONT LINE Ei IXED CAMERA AT RECEIVING 10 COVERT CABLE DROP AT RECEIVING II COVERT CABLE DROP AT LOUNGE 12 FIXED CAMERA AT FITTING ROOM ENTRANCE FIXED CAMERA AT COMBINED SD /LAYAWAY ' G 51 - ° I ETT ° __ RYA'S... Iii' -A_ -1 2:1A-0 11-1 2:1A-0 -1 2:1A-0 11 2 - E209 FO N ORTER Tc �c LOCAL EX -As* : I - i EJ I IF si0 1 -7- 1 IIM __ - _ : 1±1‘ A 1-1 7--- 1 ■ b ° ) 1 `i )--1 (° 1 i ° 1 - / A U ° ° ° ° ° ° ° ° ° 1E11 A ECII me: I ° ° ° �T. ° MEI • F'XFD CAMERA COVERT CABLE DROP EL TO NCORPERATE r SWITwING usIRG CIRCLITS d -5/1 ° ° ° ° ° ° ° ° ° ° ° ° ° L ,11 A -1 , r _ 1 ° ° ...51•11113111 -NI2EM ° ° ° {` 0 0 Ya =._ RSER I I I ll < T ) A 1 1 A I= c-t _E >ROP L G < OENT TEN4NT 10 -0' RP -21 RP -24 J ( =I COVER 12-40-E O DRAFT STOP SCALE: N.TS. NEW LAY -iN GLG. 3 OMTO T OF SIGN S-OULD BE S FEET ABOvE T —E FLOOR 0 RECESSED WALL SURFACE _ SURFACE ® 8 F2 F3 GI F32T8/8P35 403X- 4011BIAX F32TH /SP35 F32TB/SP35 32TBBP35 F32T8/SP35 F32TH /SP35 F3 2T8/SP35 F32TH/SP35 I F32TH/SP35 1 PENDENT VAI ONCE VALAN F32TB/SP35 F31T8/SP35 F -1475/ 35 oc�rv� EKM7II REPH Min � ®UEI i 100 WATT TYPE A LAMP sm A 2' AI 1' 2 NOTE CEILNG GR� NS.. - -- CL CEILING SIGNS AT T E BO OF 2'xL _IG T .FIXTURE, INSTAL_ CEILING -=UNG SIGN CLIPS ON !-+C SANE GR.O Ti-L4T kOLOS ?LIE 2'x4 2' u 4 1' x 4' EXIT 4'x16 x8' 6 VI' V l' DIA CEILING ;4 SIGN 2'x JGk • FIXTURE FIXTURE SIZE MgWTIRG RECESSED RECeSSED RECESSED LKsHTING FIXTURE SCHEDULE LArmING TYPE REMARKS NL -EM: WILL BE WIRED FOR UNSWITCHED FIXTURE (FIXTURE WILL RUN FOR 241 -IRS) EM: WILL BE WIRED FOR SWITCHED FIXTURE (FIXTURE WILL TURN ON /OFF WITH WALL SWITCH BOINE EMERGENCY WILL TURN ON WHEN POWER FAILS., WITH PRISMATIC ACRYLIC LENS WITH PRISMATIC ACRYLIC LENS WITH PRISMATIC ACRYLIC LENS WITH PRISMATIC ACRYLIC LENS WITH PRISMATIC ACRYLIC LENS WITH PRISMATIC ACRYLIC LENS' WITH HEAVY DUTY ROW AL1C-NERb . TWISTS HANGERS WITH HEAVY DUTY ROW ALIGNER5 TIWSTEE HANGERS WITH HEAVY DUTY ROW ALIGNER. a TWIST. HANLsRS ana WITH ICE TONG AND JACK CHAIN HALAL - MIA NT TO VAI .4.1V RR /MAC =TS TT GLdNCE BRACKETS 9H DT MMYFACTIRER ELL IPi IPAR TWO SE WATT BIAX L mPS (INC_=ED ALL LAMPS SHALL BE SP35N01 AH MANFAC1U20 BY GENERAL E-ECTRIC. NO SUBSTITUTIONS UNLESS OTHERWISE NOTED NOTES: L OMIT ALL SPEAKERS S14O1N ON THIS DRAWING AS THEY ARE TENANT SUPPLIED . INSTALLED. 2. LAYAWAY STOCK . STOCK ROOM LIGHTING TO BE COORDINATED WITH HVAC • STRUCTURAL STEEL_ MINIMUM HEG'IT 13'-0' MAXIMUM HEIGHT I1 0 3. HANGING SIGNS PROVIDED AND INSTALLED BY MARSHALLS Drceeea STORE LIGHTING (SALES AND SUPPORT) SHALL INCORPORATE BODINE B1000 TYPE BALLASTS TO ACT AS A NITE LIGHT / EMERGENCY LITE. NUMBER OF FIXTURES WITH THE BODINE 5I000 BALLAST SHALL BE DETERMINED BY CODE (B -EM, C -EM, CI- EMDI -EM, D -EM, G EM, A- NL -EM, LF- 2- NL -EM.) ALL LAMPS SHALL BE 5P35/UFI AS MANUFACTURED BY GENERAL ELECTRIC NO SUBSTITUTIONS UNLESS OTHERWISE SPECIFIED. NO PRIZM ARCHITECTS INTERNATIONAL LTD., INC. ARCHITECTS DESIGNERS PLANNERS 1333 CORPORATE DRIVE, SUITE 103 IRVING, TEXAS 75038 (972) 714 -0420, FAX (972) 714 -0282 REVISIONS Q SUPPORT RMS. IECQiIGIRED DUE TO STRICTURAL WALL . SHARED SPRI KLE . WALL RELOCATED 3' -0 TO ENLARGE ELECTRICAL ROOM PER CITY CORfrNTS :iCTRICAL F001 STORE LOCATION: TUKUJILA, WA. DATE 013001 002001 0390 KIP Mairshalls PLANNED DY•B.CA9TRO 0-SET 611 IAN 11¢n18LET CHECKED 1ST. RON SCALE. 1/8' • I' -0' 3 PATE 05108/01 2910 14M S M11. a11Ci!:� ST i Of fA DRAIO G DESCMPT1ON: STORE TYPE LIGHTING /REFLECTED CEILING PLAN nfi, llam LUALKER (2Y 30 -4 GDAP[ER5— ,'.' At2 -1 ADA TERS GC. SHALL FRONDS DEDICATED LIFE WITH ATE VOLTAGE AND X- M P FINAL 21.3v R ION T DI CONNECT C R 2 460v REQUIRES A 30 MT DIBCOWNECT, 20BV Oft 230V EO11E5 A 60 AMP DISCO4ECT. OUTLET¢ LoTN DETA _ QT:E TC oN SE ?ABATE CIR. FOR vENDI G MADE 5 PROVIDE JKT:w BOx _.T COND,r To CE LIVL'a 4 02 R.:.,!, ^,_ABLE c " POIER =u:._ce JADK. I -$E L L H L LR )A 16' -0' OPEN. OF CwE Cs.° CUTLET FOR 1 4.3.7131 BO %AD r TRANSPORTER 9O R9 FENDER 5T TIP .y.TLNG TO . CON'TROLLE^ BT SOTCI-F_S LOCATED • BERM. DESK COO.. W- .LTION .A S1 II 6 TLE OJTLI.NE SPECPICATIONS. RP -30 EL. TO DE 'O Ex:B SERVICE 'SERnerA 'tiD. -G.PI� p:.:�EhT TE.th-B 5°AGE: A T.JiS L .CATION coAT RP-29 36 2 RP - .1 RP -:5 If rte CRP F-~_,t. T1ITN., a i. I. EL. TO 1.1 EXISTING ELFCTRCAL ,( -- EL. To F1F.vl$H R INSTALL EOLIPMENT THRDI i.Lrt AREA 60114' (21211.0V STE° C DS. (FIELD VERIFY PRIOR TO BID). fa. 80'@ TRA SFOR4R N ORDER � / .O FEED L ' ExAA.T =LET AT PCT4W n , VENTS FRO, SOTC. LEG. LLB FOR 4r 60' TABLE • VTN LKv -TKa 1 �� RP UJ I RP.I EL. TO Dc - '4. £%:9TiKa SERAGE := Tti .3 OCATioN FIELD vERFF: 6 Ex1BT!IYa 490- U0(20Sv TRANSFORj -ER G 36,, I AND SAYABLE i R E -LGE PRIOR TO BIG. ,\ , zlr -- -•• ar ti At 4r Ar .r 11r vr Tir - ,PT , AT 77 RP 3 RN5- ,"DE.1_001E DUCTS WALKER DUCTS 'N.SE'RTS •'E• OL 0,0 ODLET'..ER DEB, FOR CCTV cylP. ANCT'ON BOX AFC_ D RLD‹ ECEP. ABOVE FIN CLG O BE ON SEPARATE CURGJ:T W, BEAKER LOCK ^ (FOR STORE ALATY STSTE,1Q9 l3% 3'x JACK LOCATED ABC. CLG NEAR DOOR • LP. OFFICE. BT .TASK•. PROVOS B GAL LATER ¢EATER LV 23IIX RECOVERY MOUNTED ABOVE STK SET TEMP. • KM B6'-0' : �as:AAAE E.�=3DOR N ONE r11 oorrALTOR CONTROLI BURT.: I N - S ERVICE DESK PROVE. I R/2''... VI DESK FOR 12 L . 1 • CONTACTOR SaTC. WL'-N NEEDED_ I 'W 121 2' COEDUrE !TIN Cp.-ALED P: FLOOR • .421_ ONE TO PA. 'DP Ot TO 6'F6• PULL BOX W 5.4ED CONNECTOR ca+wlT Fes'- ,,'.wDER OC NTOR TO „-\ 36• Gs AT IBM (!5P, AEA N AEA DINP'_EX CUTLET , 1,...,_. D ICE °FGVID=_ PALL LINE FOR AFL. i5. VENDOR c+ =re To D;-G nC' RF,A. h -16 /D25 CRP -rt ^ -O / :DJACEN'I TENANT 24' O ENANi 24' -0' CRP- MOP 500 LF. OF I' RAID ELECT - CONDUIT I i INSTALLED BY ED TT E�.ECT. CCNTR t I RP-. FROCE.. TOO', RP - LLB J — RP- IES 2' T°_ COND., TO BE SILLS. UP ABOVE CLOT DA SALES AEA SIDE - OJBCx .TALL 2' CORXI1T BL. THROUGH ROD• • ELECTRICAL RM. CLOSEST TO THEE 02 FOR TUSAK • SATELLITE E9 W/ ACCESS TO TELE EOU BOARD. TELEFUCNE BO CUTLET TO BE BETWEEN EDGE FR STALL AND OUTSIDE EDGE OF MIRROR TO MAINTAIN FULL BS SEE DETAIL® FOR LOCATION OF J BOX -7 I (( TIE Fab RN varN LGNTI*G Hl ALL 6OfITS . .0E.R SIR LIG.. To 5E CLNIROLLED• NG To RANINA 4 INSTALL T STEP -D'N O TRAM gR w oFDER % T FEED FE LORAL E Fa `I awrw LFV VENTS s VOLTAGE WIRING CONDUIT N C BOX BY GC. W/ PULL WOE. (yIRIlG BT OTHERS) 4- 26/23.0 DUPL.( OUTLET ABOVE •IMBUED -- , CEILING FOR Co, 7246 NOTE: �FRIFT ELECTRIC STRIKE PRO.CT WITH E R9HALL9 FROJER MANAGER FOR SAG+ PROJER ELECT, CONTRACTOR SMALL PROVIDE l2) PLO 20 AMP. 120 VOLT ELECT- CIRCUITS FOR EXTERIOR SIGN T BE LOCATED BEHIND LETTER M OF MARSHALLS SIGN (BEHIND SKN FASCIA, 91U1 CONTROL BT BAS. CONTACTOR SEE SPE .4 DOB- O-HATIC . 81.LE LEAF' DOOR OPERATOR RIB! BUTTON ACTIVATED. E-EOTRIC RCO, /// vESTI2343 a DETAIL uTTe_FC p.+GEM ] OiJADRPLEX CUTLETS ABOVE CI rJ ON SAME CIRCUIT 6 ABB OVE DOORS. O JB. ABOVE CEILING • ON 9EPER.ATE CIRCUIT. (OUTLETS TO BE DEDICATED TO SE ° ATIC EOIFMEM) X 4 1 DUPLEX CUTLETS ABOVE FUMBLED CL• CN 9EFERATE IRCU 6 ABOVE DOORS. FOR A DOOR OPERATORS DCR- O -MATIC C BUNGLE LEAF I —*DOOR OPERATOR PUS. BUTTON ACTT VATED. NIOR WPG MODEL. CONTACT DAVE LADEAU 906 -942-9945 (34-E1 Gl CBEROG [3 -61 FS a SALES FLOOR ALL OIIER e•RRI.tB INOMPED eT GC v MX.. acwJB JBOx roa � p � Td� enacc. cawlu p� • F�Vpaltulp - e, Iw�y IMM. Q pry rn 2 \ 1e - ETRJC � & Z 7p MCNTOR C /OFF GLITCH [DJ na4D TABLEIDE9K.LONTER ° ..EOl1., OFFICE ® OW �l.4C1al�LEx EAS ELECTRICAL OA, •1.RA°9 A. Cu 24.R 110v CONVENIENCE DOUBLE DUPLEX RECEPTACLE AT EACL: REGISTER INCLUDING CUSTOMER SERVICE AND LAT.., FOR POSER DETACNER9 2. ENTRANCE DOOR AT VESTIBULE 4 (I/ 241R 110v 4JAD RECEPTACLE VESTIBULE ABOVE DROP CEILING (2, 2' n A UTILITY BOXES MOUNTED 6' AFF. CN DOOR FRAME (dr' VESTIBULE SIDE OF DOOR, a, PULL STR G9 THROUGH DOOR FRAME INTO DROP CEILING ExIT DOOR vESTIEULE 4 24:12 U0v DJAD RECEPTACLE IN VESTIBULE ABOVE DROP CEILING B. (21 2' R 4' UTILITY BOXES MOUNTED 6• AFF. ON DOOR FRAME (ON VESTIBULE BIDE CF DOOR/ WI, FULL STRINGS THROUGH DOOR FRAME INTO DROP CELMG C. 10v FROM DUPLEX CIRCUIT TO UTILITY BOX ON RGJT SIDE LOCKING OUT CF STORE [ELEGION BOX L.TOR 91.RR -ED1 ]4FF. CEILING ACOUSTICAL A - PA,. RECEPTACLE D Pl. ROLAT G 0.0. C0C£6 - .E r .... • S.riE RE'cE•raQE Wk TSOLaIED GROW . CANTER,. r'.tF1 RECEPTACLE MR 4.-ATE. ® ,.K.,T aB L L T "• ETr RIN LP L Q j .ACTIa+BOx TO Txr•.T I.DIrsrED. O w..-. TOarg >LP .4='e rPwvoE Eirr RN 6 4k RRt ® EMT 15+1 etluLl rL".ttm,, SEE SPgA 1 e.I Te. B PaotEEEamps © WE.`R(WA, rK,fE TEO, SCR... A.RD Ems so.* cameo_ 5 natoz Iw.r es.PL EWC ELECTRICAL PM.=CLE. R@ NKC •i T.EPR'.-C Watt STORE LOCATION tI 11111111 /I IIIA CEILING MCP.. 0.LLPEEC444 CRS WIZ ''' SFEIP a cCNTRA, Pcor-la-P.R4C CAT .51", IERTERCRS. At. Co, FLOOR WALL /-OD BELL uRn, Low.ar w T.k+aeF . R MEE . C oTr.:= =OOP. TRNrK.,rEt CENTERLINE Mk JILM E PM. OPT.. 2 mreew aDlrarEe Ire nEaeaz a axaas. r�1 DLTRrte • ...46.• mt- N,: • MR •bFV..mlrae vbresVR� wN R �C.Im ub44.w� i pUl born •bw• W ubwmms. r �MrW bw (I�uaplv�bw udgw a am., Ir rYTb IT'^9R9 RNxwa a� > -e mtl.9d �V YTOw• W W- e-mun a»It xaV pca•. utrn_ yid �q vtla v� p� rIm NPU..Irgrg n aW ullrg ngK S Ja.xlm nw � r e�rra ••'•0y «w Fl • �e..a.. w..wvb T.a..E,,,�e...6e.. ��a�ealr� e.bW wrB a.r. bW� rhea. �R�,�pNTbarn q «ubluoc..e�w.o.Try kk n.+ll'v� nw.urm a � P n AA � a iwlra �y ur W u,gbr pN, a D.bWe . Wr.�.I.P,r.�F.(..,w., � Tn r.xr P K R H.Lwlnublwr�t 1 7 . 4 i gyp' aTabW .cap.br ra u•cCTV Horton wpa° rmrl we.�• • rUa •M preM. p• •.Pi• rt. ma b N m AR 1 . r r- RO..it rLepa atisa. m Pr a. twit. uT' AF TUMN k PRIZM ARCHITECTS INTERNATIONAL LTD., INC. ARCHITECTS DESIGNERS PLANNERS 1333 CORPORATE DRIVE, SUITE 103 IRVING, TEXAS 75038 (972) 714 -0420, FAX (972) 714 -0282 NO. REv151ON5 A ...ORT F.'S RECC.FIGL RED DINE TO 9TRUCIIRAL WALL . SHARED BPRNKLER WALL ELOCATED 3' -0' TO ENLA.I E ELECTRICAL ROPY DATE 013001 BY BG 081001 Alarshaik • • � �.1'11 c PLANNED bYte.CASTRO C -OET SYa IAN hctr.:LEY CHECK/ED Dr. ROPt SEP 1 9 26x1 �iMi2J !CALM 1/8' . 1`_ /. D.2MC Dx:,'ING SERV.,CE EQUIPMENT C. : :ALL NEW DOA SERVICE. rIELD CENDITIDN OF EXISTING N AND CONDITIONS PA DDR Is BID ELI SURE I 2 ,,ST ' EXIST ! ADDA 450 DISC. 350A • 303, 1 55r, LOAD SUMMARY PANEL A 5EscRipi, iCONNECiE33 Al272 • 125 5,715 PECEPTAC_ES , 1401,RS 1 6.316 7.295 Av As .245 GL ,ISCELLNED. :25 TOTA,S .7.688 1 P -344 1 ! 25 • 1 4ALLFACKS 272 SpACE sPAcE SAACE spec, 35,173 H63 i16.44I SPARE LAYA-4.: NEW L'TILITY CT ENCLOSURE NEW 600A/600V 30 DISC 4./6,00A FUSES LANDLDRO'S EXIST:NI: 30, 1E00A. 2'7,460, SERvICE GOTTEA ONE LINE DIAGRAM N.T.S sA,_Es 5 20 1 SALES FLUOR LTS 4 ].2 G. :',ALES ROO, ATS 5 20 SALES RLOOR LTS I E 125 1 - 1 pRoCESSIN5 R • = 25 4, c .368 f, SALES RI_CAR LiS 1 :0 / 20 AL 'IA . 1 , 2, ; I E IS; 8 : 57 ,, SES .LOOR LiS ; 120 • PG • SA,S P f 1E0 ALM, Lis 20 SR,E ro 12o : k5 1 [ DISC 2 PARALLEL RUNS OF 4-350MCM W/ 2/0 GROUNDS IN 3' CONDUITS TO REMAIN .1 IN AN I.-1/4' EDND ADJACENT LANDLORD ELECTRICAL ROOM TENANT ELEC ROOM LOAD SUMMARY PANEL MDP DESERIPTION CONNEETED ECE PT ACLES - H.v.A.c. TRANsFoRNERS .5 51,715 152456 191277 27.40 125 04200 La :25 Tara, 257504 235.037 NEC DEHAND LOAD e 4e0v = 0402 A NEW 240V 42 SPACE 1.00A M.C .B. PANEL RP 22 I 2.3 • • P2 RE / 25 1 I RE.dRAR TAKES 5 f :S 7. 3,12 W/ #12 GROUND /- IN 1/2' CONDUIT 3-#8 V/ #10 GROUND IN 3/4' CONDUIT SERvIM DESK ELIE ,ATER HEATER REE'S CEILNG REC. RECEPTACLES 1 RECEPTACLES ASS N5R , ,ENDING HACH REG LOuNGE REC, SPACE SPACE 30 I igA [TRACE i #s PRIMARY AND SECONDARY GROUNDS LOAD SUMMARY PANEL RP X.RrRisai PEMATACLES 13.220 13.220 NcToRs 2.000 ..,„„ 2250 iRANSPORNERS • 125 1 -- 1.434-.53mTDALoss, f 1.500 wisr_ELAAA.5312 3.2. , 4.075 roiALS • 232.0 • FT 9C0 E3 20 ASS NC3R 2 22, L.a.215E REC o i 3.f) 27 3-X6 W/ RIO GROUND IN 3/4 CONDUITS L IN A 3 C NE,EXISTING 15kVA 480 DRY-TYPE STEP-DOWN TRANSFORMER (E.C. TO JERIFY IF EXISTING TRANSFORMER ABOVE CEILING IN SALES AREA IS 30kVA AND ,AJI.ADLE FOR RE-USE PRIOR TO BID, 150C 300 yTR ITA aop!, 30 t! 6 c g AJTE DOER TERA. 900 60 120a 7,540 8,160 NEW 6008. 600V, 12 x 3 POLE SPACE M.L.O. PANEL MDP 4 ciTT/NG Re+ REC, CASH OFFICE CEP, REC, SENSORNATIC NA/N ENTRY J BOx CAS...NAP REC'S CASA,RAP REC•S R.T REC, 1000 23 • I REC SPACE 1200 SPACE ) RTC SPACE SRACE SPACE 3,10 2/ #10 GROUND IN 1/2' CONDUIT r IN AN 1-1/4' CONDUIT I A 25A I 30 ITO! SPACE 30 14 "T RI3T. ES Ec SPACE 42 2G 20 20 20 20 1 20 I 5 20 10 20 1 :2 20 I ›sa_ES. REC'S :3 20 1 20 1 SIGNALIE 22 20 I 1 SIGN,. EA 20 1 SpARE aa 20 1 SPA , 20 I 3 IN A 1/2' C. — / 20 1 20 5 20 2a NEW 600V 30 SPACE IODA Mt 0. PANEL A SERVICE SERVICE DESK A NCR'S OFFICE IG CS A NSIPS EFFICE IG REG, 360 380 a 360 NEW 240V 24 SPACE 508 PANEL CRP NEW 15kVA 480-120/208V DRY-TYPE STEP TRANSFORMER 88 PRIMARY AND SECONDARY GROUNDS 180 Fop PHONE BOARDS SPARE SPARE CASHVRAP 1G REC, W/ A #8 G. IN A 3/4' CONDUIT 10 12 14 16 le 20 22 20 20 20 20 20 20 1 20 1 20 1 20 20 20 20 STORE LOCA TUKWILA, WA, 0 ,,T1 wpRON4D SEP 19 SW too PRIZM ARCHITECTS cip5,3.•,T, INTERNATIONAL LTD., INC. ARCHITECTS DESIGNERS PLANNERS' 1333 CORPORATE DRIVE, SUITE 103 IRVING, TEXAS 75038 (972) 714-0420, FAX (972) 714-0282 NI. REVISIONS A DATE BY Marshals 770 Cochhtuaix Rood Frtuinghon, Nassaduasetts 01771 PLANED BY 171.C4S71;10 TA C BY 1434710B CHECKED BY. svi P51 fr.:ALE, • v-ef, DATE Mime/01 LOAD SUMMARY PANEL CRP DESCRIPTION !CONNECTED l AC va amp, Anis ST TRANs7oRNERS 1 -- . VI --- 1 . is,. 1 33.0 ! 4,500 = 125 A D.2MC Dx:,'ING SERV.,CE EQUIPMENT C. : :ALL NEW DOA SERVICE. rIELD CENDITIDN OF EXISTING N AND CONDITIONS PA DDR Is BID ELI SURE I 2 ,,ST ' EXIST ! ADDA 450 DISC. 350A • 303, 1 55r, LOAD SUMMARY PANEL A 5EscRipi, iCONNECiE33 Al272 • 125 5,715 PECEPTAC_ES , 1401,RS 1 6.316 7.295 Av As .245 GL ,ISCELLNED. :25 TOTA,S .7.688 1 P -344 1 ! 25 • 1 4ALLFACKS 272 SpACE sPAcE SAACE spec, 35,173 H63 i16.44I SPARE LAYA-4.: NEW L'TILITY CT ENCLOSURE NEW 600A/600V 30 DISC 4./6,00A FUSES LANDLDRO'S EXIST:NI: 30, 1E00A. 2'7,460, SERvICE GOTTEA ONE LINE DIAGRAM N.T.S sA,_Es 5 20 1 SALES FLUOR LTS 4 ].2 G. :',ALES ROO, ATS 5 20 SALES RLOOR LTS I E 125 1 - 1 pRoCESSIN5 R • = 25 4, c .368 f, SALES RI_CAR LiS 1 :0 / 20 AL 'IA . 1 , 2, ; I E IS; 8 : 57 ,, SES .LOOR LiS ; 120 • PG • SA,S P f 1E0 ALM, Lis 20 SR,E ro 12o : k5 1 [ DISC 2 PARALLEL RUNS OF 4-350MCM W/ 2/0 GROUNDS IN 3' CONDUITS TO REMAIN .1 IN AN I.-1/4' EDND ADJACENT LANDLORD ELECTRICAL ROOM TENANT ELEC ROOM LOAD SUMMARY PANEL MDP DESERIPTION CONNEETED ECE PT ACLES - H.v.A.c. TRANsFoRNERS .5 51,715 152456 191277 27.40 125 04200 La :25 Tara, 257504 235.037 NEC DEHAND LOAD e 4e0v = 0402 A NEW 240V 42 SPACE 1.00A M.C .B. PANEL RP 22 I 2.3 • • P2 RE / 25 1 I RE.dRAR TAKES 5 f :S 7. 3,12 W/ #12 GROUND /- IN 1/2' CONDUIT 3-#8 V/ #10 GROUND IN 3/4' CONDUIT SERvIM DESK ELIE ,ATER HEATER REE'S CEILNG REC. RECEPTACLES 1 RECEPTACLES ASS N5R , ,ENDING HACH REG LOuNGE REC, SPACE SPACE 30 I igA [TRACE i #s PRIMARY AND SECONDARY GROUNDS LOAD SUMMARY PANEL RP X.RrRisai PEMATACLES 13.220 13.220 NcToRs 2.000 ..,„„ 2250 iRANSPORNERS • 125 1 -- 1.434-.53mTDALoss, f 1.500 wisr_ELAAA.5312 3.2. , 4.075 roiALS • 232.0 • FT 9C0 E3 20 ASS NC3R 2 22, L.a.215E REC o i 3.f) 27 3-X6 W/ RIO GROUND IN 3/4 CONDUITS L IN A 3 C NE,EXISTING 15kVA 480 DRY-TYPE STEP-DOWN TRANSFORMER (E.C. TO JERIFY IF EXISTING TRANSFORMER ABOVE CEILING IN SALES AREA IS 30kVA AND ,AJI.ADLE FOR RE-USE PRIOR TO BID, 150C 300 yTR ITA aop!, 30 t! 6 c g AJTE DOER TERA. 900 60 120a 7,540 8,160 NEW 6008. 600V, 12 x 3 POLE SPACE M.L.O. PANEL MDP 4 ciTT/NG Re+ REC, CASH OFFICE CEP, REC, SENSORNATIC NA/N ENTRY J BOx CAS...NAP REC'S CASA,RAP REC•S R.T REC, 1000 23 • I REC SPACE 1200 SPACE ) RTC SPACE SRACE SPACE 3,10 2/ #10 GROUND IN 1/2' CONDUIT r IN AN 1-1/4' CONDUIT I A 25A I 30 ITO! SPACE 30 14 "T RI3T. ES Ec SPACE 42 2G 20 20 20 20 1 20 I 5 20 10 20 1 :2 20 I ›sa_ES. REC'S :3 20 1 20 1 SIGNALIE 22 20 I 1 SIGN,. EA 20 1 SpARE aa 20 1 SPA , 20 I 3 IN A 1/2' C. — / 20 1 20 5 20 2a NEW 600V 30 SPACE IODA Mt 0. PANEL A SERVICE SERVICE DESK A NCR'S OFFICE IG CS A NSIPS EFFICE IG REG, 360 380 a 360 NEW 240V 24 SPACE 508 PANEL CRP NEW 15kVA 480-120/208V DRY-TYPE STEP TRANSFORMER 88 PRIMARY AND SECONDARY GROUNDS 180 Fop PHONE BOARDS SPARE SPARE CASHVRAP 1G REC, W/ A #8 G. IN A 3/4' CONDUIT 10 12 14 16 le 20 22 20 20 20 20 20 20 1 20 1 20 1 20 20 20 20 STORE LOCA TUKWILA, WA, 0 ,,T1 wpRON4D SEP 19 SW too PRIZM ARCHITECTS cip5,3.•,T, INTERNATIONAL LTD., INC. ARCHITECTS DESIGNERS PLANNERS' 1333 CORPORATE DRIVE, SUITE 103 IRVING, TEXAS 75038 (972) 714-0420, FAX (972) 714-0282 NI. REVISIONS A DATE BY Marshals 770 Cochhtuaix Rood Frtuinghon, Nassaduasetts 01771 PLANED BY 171.C4S71;10 TA C BY 1434710B CHECKED BY. svi P51 fr.:ALE, • v-ef, DATE Mime/01 NO REVISIONS A DATE ST H arahan ii�`J ^\ - Cee ums Piped Rammehr , Mlwudworts KM PLANED BY, C -SET BYE CHECKED BY, 61 LOCATIO. v+iaS, AS NOTED CD DATE, 1241 -20.. TRANsce - Ea ®MACS r6 [LOCATE OPER 2ti_6 2 l� �Q ,, Tart Pa. eIr Ewe SCm, w- REaarzty ;CR Emu.EE 2{3. elrt>&� , 2A. TO SE DOOR OPENER PEATIPE LE c. 0008 O= =N=R 3,, :._ ",.:c�1 R_.. 0.-ON G?�_.0 _. co zx APT v.P6TECA u36o eY Ona:R9 g 4RrrE, ow. e . 014056 s1 sMYSAOast aaHOOK C M AREA MANAGERS OFFICE ELEVATIONS N.T.S. aR6.�s� CFEGiccUTARlR4rraExr A KAS=UI i111RUti _A€E g an N.T.S. M Meer 46 p1lTERIET leer C C l SOURCE I INSTALLATION GIUDELINES N.TS. Dt)\ O PANEL FP' CKIA 13.5,9 N.T.S. 0.Ex R NCLIDEB C4 6CIN D (TT PICA.J Y -RR NCLUDES(2J CflTI' C6 (CKT6 CHI - 6490A1. A AM' - HJbJ UNDERFLOOR WALKERDUCT GENERAL NOTES: I. FURNISH AND INSTALL W THE CONCRETE FLOOR .ERE SNOUN ON THE DRAWINGS, A THREE DUCT UNDERFLOOR DISTRIBUTION SYSTEM AS HANIFACNRED BY WALKER PARCERSBURG. 2. THE DUCT SYSTEM SHALL CONSIST OF 32445 JUNCTION BOXES WITH R55 -2' ADAPTS. FOR 2' CONDUIT UNE. NOTED. 3. EACH LENGTH OF DUCT SHALL HAVE FRE -SET NSERTS SPACED C• 0, I WV HIGH. 4. THE DUCT SYSTEM SHALL BE THREE PARALLEL ROWS, CONSISTING CF L2A S4 AND lU 4 DUCTS. 5. EACH DUCT SECTION SHALL BE CORRECTED WITH A SLEEVE COUPLING TO BUTT THE ENDS T0..THER 6. INSTALL BLANC HASHERS PCR. CLOSING UNUSED AUCTION BOX OPENINGS AND MAKE PLUGS 4T END CF EACH DUCT. UNDER EACH CHECKOUT COINER INSTALL 1126A -P ADAPTERS W EACH DUCT. 1. INSTALL I24-I• ADAPTER BU°H N. W THE NCR R DUCT AND THE TELEPNCVE x4 DUCT. 8. INSTALL W THE 120v.4 DUCT Al THREADED. BOX COTNECTOR AND 4' OF 1' GFAEENFIELD CONDUIT_ 3 IN EACH CHECKOUT CCNTER INSTALL (U 6 NW x 411/16 x 2 VB DEEP ANC,. BOX THE JUNCTION BOX SHALL COWAN CD I4 5362 DUPLEX RECEPTACLES. AND /U 5362 GENERAL RNPOSE DUPLEX RECEPTACLE SEE SKETCH FOR ADDED DETAILS. 10. TEMPORARY ..140179 UULL UTILIZE THE S4 120 VOLT POWER DUCT AND THE R DUCT CONTAINENG THE NCR WM.. BOTH DUCTS UALL HAVE CIL CO4 AL FITNNG. THE 120 VOLT POWER DUCT UALL ALSO NAVE (U ICc 5261 SHORT EAR RECEPTACLE. IL W EACH TEMPORARY CHECKOUT COUNTER INSTALL CIJ NAND, BOX CZNTAWViG /2A LG. 5362 DUPLEX RECEPTACLES, A 4' PCfER CORD, AND A MALE PLUG WITH GROUND. C. THE TE` FORARY CHECKOUT SYSTEM MAY BE ABANDONED USING SCREW PLUG C30 AL 13. THE WALKER DUCT SYSTEM SHALL BE INSTALLS LEVEL WRN 53244 DUCT SUPPORTS. CASH REGISTER SYSTEM WIRING DIAGRAM N.T.S. a 9361 ,EeEPreuEs NR J13HYY L 33 DEVCE PLATE rev 240A (21 H®EBL IG 5361 f£CEPTAKA.EB N 0.60., r1Erly eox uATH DEVICE g66 gg rctLEOTOR mxv eA 65& th j xre.tl, 3. •, z.ts n. e, l3.0 11• Y a� U NDeF l G 5261 PRECEPT., N 21 .l-'ER ACTKN DO% RC06E135E5 AHMWN 050`, CEAAG Garman Fq )MY (TTPK4 of WIRING DIAGRAM CFECK UT RECEPTACLES al HA38ELL 536 fECEPT.,5 N 4. METED COX W1H COVER PLATE age �aa UNDER FLOC. . 536 2RECEPTACLES 1WLi�1Cr HB ACE PPOLNIED anLer BDx WTu COVER PLATE AT EACH RE626TER (,YFC4i 0 0 0 Ag OilENIMINIRUIN= 5PORTSLLEAR INTIMATE AFPASML T,CAIEST rrrrj ; I I *V, r'! iLJ 11 =IEE=E--41) 1---41 GIRL'S o'f= grAWAY 1 , I LcU '1 1,1 1 .1 tLEL , 1 i 1 i i 1 I H i I,H , , „ , ,H ,, , , I. I I I I Li! i iLii ill: ill; : Li , CFmssEstcoArs n i 1 1 r I NI, — -. I I CL L I!' 1 r H. L 43t ii, I , .1 • , I . II . H. , i, I 11 H H . I ■ 1_11 ■ LJ I MP+. :LT , TF_LLE. ,, ,^- , ONTEMPORARY I Li3EL. .1 MEWS 5.=oR-s.E.de LI 10(m (;) 136 0 ADJACENT T TENANT F T -r L.1—TEE Ix! -44 'X 44E X' -43t mEN'S COLLECTION'S COLLECTION 5 N Tiff, :10 :11f, ;13EP, 7 ACCESSORIES Ns tXXIEN'S ACTI L _ JUNIORS 4 1-11 7 7 NOTE: COMPACTOR SIZE 4 LOCATION TO BE DETERMINED. 30 18 18 ELEVATION OF KITCHEN UN! 2 Acl.j. Shelf Typ. AS MANUFACTURED BY 11ERILLAT <OR EQUAL, (CALL I-04.-624-.0 FOR ...REST DEALER/ 30 W. X TT H. X 11 D. CLEAR KNEE SPACE AT SINK (NIS' BASE CAB. 3 DRAWER. CU LS' 1-1. X 30 WIDE WALL CAB. W/ I ADJ. SHELF (2.) 34: HIGH X KW WIDE WALL CAB. W/ 2 ADJ. SI-ELVES COLOR: rUNLFACTURERS STANDARD WHITE FINISH FURNIS41 MANLFACTURERS STANDARD 4 WHITE WIRE PULLS COUNTERTOP. I PECE W/BACKSPLASH PICNITE-SUEDE TAG241-OPTI GRAY JAGUAR PLASTIC LATINATE (BY UETERAL CONTRACIOR) ELECTRICAL tQUIRETENTS SHCKN ONE 'ADA' COMPLIAN. STALKLESS STEEL SINK WITH 14 X IS' eau_ SIM X 5-1/2 DEE, Ak. 'ADA COTIPLIANCE FAUCET ALL CF ABOVE TO BE SUPPLIED AND INSTALLED BY Ca.C. AMERICAN WITH DISABILITIES ACT ;ADA) REQUIREMENT. CONTRACIOR SNALL 01.ER 14ANDICAP CABINETS' C.CIIPLYING UATI4 ADA 1.-CLIIREMENtS AS FOLLOW. 34 IS MAX HEIGHT pisc...11rm) TO TO.4. RAI OR COUNTER PROVIDE SINK THAT DCES NOT 1D<CEED T.X111.31 DEPTI4 CF 6-1/2 AREA ANALYSIS GROUND COYER 21A4S SP SALES AREA NE44• SP STOCKROOM 4$4 eF TIEZt iF 0 SP I TOTAL CONSTRUCTION 41REA 21448 ee D C41 /-070 DESORPTION. Elec. Duplex Outlete UIth NO. PRIZM ARCHITECTS INTERNATIONAL LTD., INC. rc ARCHITECTS DESIGNERS PLANNERS 1333 CORPORATE DRIVE, SUITE 103 IRVING, TEXAS 75038 (972) 714-0420, FAX (972) 714-0282 REVISIONS A WIFFORT NFL'S W-CCNF16ERED DUE TO STRUCTURAL WALL SNAIR., SPRINKLER WA, OGA ' TO ROOD STOP. LOCATION. TUKWILA, WA. DATE 019.01 04.20fpl BY 15.C. MC, Marshal's PLANNED ISY115.CASTIQD C-SET IN TREMBLEY CHECKED V. RON SCALE, VW . I 0S/08/01 —111 File: BO 1 -- ral 35mm Drawing# • 4 I 1 4 1 40' -0" J ECEIVE Nov 1 5 2001 BUILDING DEPARTMENT e' -a" 6 -0" MS 5-1/8 P P - ! E GLB 5 -1/0 5 -1/8 30' -0' 8 -a' X 22-1/ ti X H1 -1 /E 8'r0 •0'-0" 5 EQUAL AT if CC . . . GLB 5-1/8 X31 -1/P GLB 1/8 x 3q -1/2 • X 31- a TYPICAL AT ALL BAYS 1 0INCH 1 CHINA bic r 5E 40' -0' 1UAL AT GLB 5-1/0 X 31- a a N a a N DC a+ l m k M R • 1 '. 122 40 , GLa ski e x,e�- + T - to 5-1/8 5-1/8 GU 5 -1/8 31 -1/2 31 -1/2 31 -1/2 ita 7 8 -0' 8'• —O" 91-a' 3 4 l 30' -0" 6' THIC CONCREI B4 AT I B4. AT 1 EDE E 5 WWI GLB 5 -1/8 X 22- GLB 5 -1/0 X 22- WALL a h 1/2 a tU W P 4 4 -0 X 7 -0 3-0 X 7 -0 4 X 14 .1•••••■11r • co 1 1111 5 , 6 SL VL £L Zl :»�, QL , 8 ,,. L 9.� t ' S p £ Z L W�0 1111 1I 1111111 1 1 1 1111111 11I111111111111111111i11111lJlllll 1111111 . 11111111 I I I II. I.,LI ll 1 1111 . 1 1111111 1 1 1 1 ., 11111ifilliII1ILIIiIIIIIIIIII111111111l1111l1111) WALL , PEAETRATW4S r WIDTH X HEIGHT 3-6 X 7-0 0-0 X 7 -0 4 X 14 4 X 14 4 X 14 4 X 14 4 -0 X 7 -0 4 X 14 6 X 7 - 0 4 X 14 4 X 14 4 -0 X 7-0 1 4 X 14 4 X 14 4 X 14 4 X 14 4 X 14 4 X 14 4 X 14 4 X 14 35` -0' ( fi a Cu a a • io 0 ! a CU N N M • 1 N 0