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Permit D98-0252 - SPRINT PCS - TENANT IMPROVEMENT
D98 -0252 17430 Southcenter Pkwy. Sprint PCS CERTIFICATE OF OCCUPANCY CITY OF 1IJKWILA 6300 SOUTHCENTER EJOULEVARD, StJI1 E 100 T UJKWILA, WASHINGTON 98188 'HIS CERT 1FICATE ISSUED: PURSUANT TO THE REQUIREMENTS OF 'SECTION 109 OF THE IN1FORM BUILDING CODE. CERTIFYING THAT AT THE TIME OF ISSUANCES THIS STRUCTURE VAS IN COMPLIANCE WITH THE VARIOUS ORDINANCES OF THE, CITY :REGULATING ATING EJUILDING :ONSi RIJC1 10N OR USE. • FOR THE FOLLOWING: Occ:uparW: SPRINT PCS' iu i 1 d i ng Addre5s 17430 SOIJTHCENTER PY Parc•e T 11 : 26.2304-9110. Owner: ME1K NORTHWEST Occupancy: STORE Occupancry, Group: M Permit No: D9.8702.52 Suite NU: Occupant Load:: 55 Type. of Canst: _I LN ANT IMP'ROVE'MENTS TO CRF AT F NEW TENANT SPACE. FJUIL.D1 OF F1C1AL. THIS CERTIFICATE MUST BE CONSPICUOUSLY POSTED ON TOE::` PREMISES City of Tukwila (206) 431 -3670 Community Development / Public Works • 6300 SouthcenterBoulevard, Suite 100 • Tukwila, Washington 98188 DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 262304 -9110 Address: 17430 SOUTHCENTER PY Suite No: Location: Category: ACOM Type: DEVPERM Zoning: TUC Const Type: V -N Gas /Elec.: Units: 001 Setbacks: North: Water: TUKWILA Wetlands: Permit No: Status: Issued: Expires: Occupancy: UBC: Fire Protection: .0 South: .0 East: Sewer: TUKWILA Slopes: N Contractor License No: SIERRCC145N8 .0 West: Streams: D98 -0252 ISSUED 08/21/1998 02/17/1999 THEATER 1997 SPRINKLERED .0 OCCUPANT SPRINT PCS 17430 SOUTHCENTER PY, TUKWILA WA 98188 OWNER MBK NORTHWEST Phone: 206 575 -8090 C/O TRAMMEL CROW COMPANY, 17560 SOUTHCENTER PY, TUKWILA WA 98188 CONTRACTOR SIERRA CONSTRUCTION CO INC. Phone: 206.885 -3797 16715 NE 79 ST, REDMOND WA 98052 CONTACT TODD RANKIN Phone: 206 -574 -0925 16715 NE 79 ST, REDMOND WA 98052 k * * * * * * * * * ** k***************************************** * * * ** * * * * ** * ** *** * *** * * * ** * ** Permit Description: TENANT IMPROVEMENTS TO CREATE NEW TENANT SPACE. k*************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 44,600.00 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: Landscape Irrigation: N Moving Oversized Load: N Start Time: End Timer 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************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $: ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Center Authorized Signature:' 983.36 * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Date: 01,1-55 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 perm' Signature:_ Print Nanie: This permit shall become null and void if the work is 180 days from the date of issuance, or if the work is for a period of 180 days from the last inspection. not commenced within suspended or abandoned CITY OF TUKWILA Address: 17430 SOUTHCENTER PY Permit No: D98-0252 Suite: Tenant: Status: ISSUED Type: DEVPERM Applied: 07/20/1998 Parcel #: 262304-9110 Issued: 08/21/1993 .4*.4.4-**4**********9 *4 ******A9*.k**********4**.9********9*****All:*9ck*A4****.Akk Permit Conditions: 1, No changes will be made to the plans unless approved by the Architect or Engineer and the Tukwila Building Division. Plumbing permits shall be obtained through ...the Seattle-King County Department of Public Health. Plumbinq will be inspected by that agency, including all gas piping (296-4722). .... Electrical permits shall be obtained through :the Washington State Division of Labor and Industries andall..electrical work wi 11 be inspected by that agency (243-6630)„, 4. All mechanical work shall be under separate permit isSUed,by the City. of Tukwila. 5. All permits, inspectiorLrecords, and approved 'plans shall be available at the Job site prior to the start of anyc6n7 struCtion, .These documents are to be maintained and.aVail...., able.:until final insPeotion approval is granted. 6. Any.new.ceiling grid and 11 ht fixture installation required to meet lateral br4cing requirements for SeiSMic Zone. 3. . . . . , 7. Partition, walls attached to ceiling grid.mUst be latera1 -1.Y braCed it over eight (8) feet in. length, a. All construction to be done in conformance with approved' '.'. :.,.,.. plans and requirements:of the Uniform Building Code. (.1991 Edition) elsamended,—Uniform Mechanical':COde(1997 Edition),:', and Washington State Energy Code .(1997 Edition). .. ....:-/: :?.. 9. Validity of Permit. The issuance of a:permit:or approVal of.,'.. plans, specifications, and computations shall. not be strued to be a permit for, or an approvai of anv violation' of any of the provisions of the 4-wilding Code or of other ordinance of the Jurisdiction. :No perMit J.-.,reSuming*to give authorityHto violate or cancel the proVisions of this ... - .,, .. code shall be vali.d. , • :.•. , ... . 10. There shall be no occupancy of the building(s) final inspection has been completed by the iii in; Inspector. 11. VENTILATION IS REQUIRED FOR ALL NEW ROOMS AND :SPACES OF NEW OR EXISTING BUILDINGS INCONFORMANCE WITH THE UNIFORM BUILDING CODE AND THE WASHINGTON STATE :VENTILATION AND INDOOR AIR QUALITY CODE, CHAPTER 51-13 WAC. CITY OF TU' WIVILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 R:STAFF USE:.ONLY Project Number: Permit Number: Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. Project Name/Te nt: %s c C a ‘ `JV1/4'Pi L S \ - • :G, • City St- to /Zip: - Existing use: %< -etail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑Hospital Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Value of o struction: Tax Parcel N mber: r2/(o2'-60 - cj \/1O • 0�-- Site • ddress: %a" 4:500 Ala .c..,. Property Ow er: G• a;ar L.r.� i -) Existing fire protection features: sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify) Phone: 5-03 • (52C?(' — > s Street Address: _a 0 i IAAa City State /Zip: r/&- - , +Cia.C1 x.+1:4 S3E S9v Fax #: Sb 3 (n 2 Contractor: t (1i Street Address: I CO `�� ` C�TZGN Cp. .a Phone :e �r • `1 `c— tr �"l • City State /Zip: Fax #: Architec : 0 Phone: s - 84 • l2 a Street Address: C:). . \� Engineer: 1110' - City State /Zip: &Ste • , - • - ,4• wg - 1_-11.--5k 1.1). Fax #: Olt, • ?)42 • t 0 q-S Phone: 9-13 • 4'92- - • ? $R-' Street Address. /2, w Contact Person: City State /Zip: ii, LJZ r _ 4 . at►i ... • 1 Fax #: Phone: ` Street Address; OR-1 (yl� `- -'`\"` , Fi -c '� City State /Zip: o0 , tl� L Fax #: �--,�(� a • a "r 4 - 064'1 Description of work to be done: -1 ef2A-L.-4--- c C a ‘ `JV1/4'Pi L S Existing use: %< -etail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑Hospital Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Proposed use: ab'etail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Will there be a change of use? ❑ yes If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ❑ yes / no Existing fire protection features: sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify) Building Square Feet: /2-2---so existing Area of Construction: (sq. ft.) 22'2y D Will there be storage of flammable /combustible hazardous material in the building? ❑ yes no Attach list of materials and storage location on se•arate 8 1/2 X 11 .a.erindicatin. 8 uantities & Material Safety Data Sheets APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: Additional reviews ma be determined b the Public Works De •artment ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Landscape Irrigation ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Exempt #: Size(s): 0 Deduct 0 Water Only in Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal ❑ Miscellaneous ❑ Flood Control Zone ❑ Hauling Schedule: Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application pt, :7_ 0 Date appl'cation expire CTPERMIT.DOC 1/29/97 Applic- do taken b : (initials) LEASESIGN- BACK. :.0E APPLICATION :'FARM '; ALL':C0I14I14EHCIAU.MULTI.pA Y-TENANT IMPRb..VEMEN7' /AL -ATION. PERMIT APPLICATIONS` • MUST B `SUBMITTED:WITH.TTHE FOLLOWING: ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Complete Legal Description ® ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Four (4) sets of working drawings (five(5) sets for structural work), which include • ❑ ❑ Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- 9). ❑ ❑ Floor plan: show location of tenant space with proposed use of each room labeled El ❑ 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). El ❑ 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 201 Smith Tower, 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. BUILDING OWN: R 6R AU ► O ORIZED AGENT: Signature: ^ ^� D Date: q.. )._ 1 Print name: ,`�' P Phem.... 5 ,`3�9� F Fa;y - - LJ 4 Address `C 't S. - -9-'4 ` `- S S � ' Cit itMigu 7`a`YY0 , i/� CTPERMIT.DOC 1 /29/97 znsx"*rnn,Atnz�./ k+**+++***a*A*+**^+A*A******+**A+****+afA*++++*+*++*+**+*+/*+++ ITY OF TUKNILA. WA iRANSM � �CITY OFTUKQILA ` +*A*A*****a* :sr +A ** +**+*�**+* 1r***+ lit ^+*+^*«+**A*+A******�*4+A* . � ^^ . TRANSNIT Number: R97008.16 Amount: 597,75 08/21/98 15:1:', RECEIPT ' Payment Method: CH[CX Notation: SIERRA CONSTRUCT Init: Permit No: D9870252 Type; DEVP[UM DEV[LOPMENT'PEVMIT.: Parcel No 262304-9110 Site Addresy` 1743OSOUlHCENTEK.Py '' Total Feos: • '981~86`. This Payment 597.>5 . Total-ALL Pmts: • 983.36 D a 1 � ° : *+i+**a*****+*+******A***AA^�***�*«+*x*****�nce ****Aa+******A** \ Account [ode 000/322.100 000/386.904 Description • � Amount BUILDING - NONHES 593~25` STATE'AUILD%NG SURCHARGE/_ PQ DCD 593"25 PW DCD 4.50 CHECK 597.75 08/24/98 19 16:49 0097 4999 | ' (8/24 T.,19 ' ' �97.75` ; s'eIvir-ii-?,;',NC41;VIrTri,'MirMr7r.!:7171z5.1',"%-.751'41-?%nt-T4 i, 4, It. 4.. i A 4 k* *4 A A**4* IV A * !, A. 4 it it * A ir 4. it 4. ' * A. • .1'... , * * * * 4- IC. it* A it iv A 4 it A * *4 it i. tie) TRANSMIT IEECEEIVEEE) • JUL 2 2 1998 COMMUNITY DEVELOPMENT 474,A,PA4-AA*4*1,44-1,-*4*******4.,44 : **44 15ar***A7tA*s4*****4** ....- ccry or TUKWILA„ WA IRANSMIT Number: R9700797 Amount: 385.61 07/20/98 14:15 Pavment MEthod: CHECK Notation: SIERRA CONST lnit: UP , Permit No 098.0252 Type: .VPERM DEVELOPMENT PERMIT Parcel No: 262304-9110 Site Address: 17430 SOUTHCENTEP PA\ - ■ Total Fees: 983.36 This Pavmcmt A15.63 Tot 1 : 4 LL Pmts: 385.6i ',Ha I ance: 597.75 4. * A k A * A * 44 7VA * ir 4 4 * * 4, A 4. A 4 4 * A *4 *4. 4 * it A4, * 4-4 A * *4.4 4-* * * A* it * * h.* A it* Account Code' Descrjotion -.Amount , 000/345.830 ' •PLAN CHECK -. NONRES:,,... .. _ _ . ...... .. _ .. _ .. ... ... - ... .......... ... _ _ .. ............ _ ....,._ _ ... ._. - .....7.- .....7...................,... .7 ......„.... .....,- .......... - :-.. ,..,.....: ........ : , • 3f392 .07/22 9717 TOTAL 385.61 INSPECTION 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 Project: pP__0.iT Fps T I�e�ns ec I n: � -- , kir Address: ill7 1 ?4?O- Sc. P (4 Date calla: t Special instructions: Date ,43 to 1 60 aDIF Reg �er.1 ! 1 rk 8 iois it� Phone: Approved per applicable codes. Corrections required prior to approval. COMMENT Date: / n $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: roc . �xr••. a�r�„ �.._..- .,..a�..�y.;T......�.rc: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98 PERMIT NO. (206) 431 -3670 9ipic&Ayr TYPe of�ii C/ Addr f� Se_ �''r� Date called: .50 Special i structions: Date wanted: a.m. p.m. Requester: Phone No.: _pproved per applicable codes. COMMENTS: gr_e/A (52,, Corrections required prior to approval. /t/Z3 • Qe, Date: pi $42.0 a REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: • . ... . - - - • • • 0 INSPECTION NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PERMIT NO. (206) 431-3670 Project— jilt. pej Type of inspection: Address: , 17,--,0 oi-d-neeli Date called: )0-0-1S Special instructions: ... •n .7: Date wanted: li _ .7e) a.m. 7 Requester: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Po A_ZOT • Date: r--] $42.00 EINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 'S': .r; M�'T,'•�t;iw."•2X7...".T.•• ,...n.Y'MiT2.'Ra.HVaiR veM^IA'' -C�d .�j,'w j'j Ni't'7\'.Vrf�.T.^7 "'�i^rt•:!' ... • .rr K ... INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 096-02c PERMIT NO. (206) 431 -3670 Pr ct Type of inspection: Address: 2 �%, �, c_.. �j t' Date called: Spe�j cial instructions: Date wanted: a.m. p.m. Requester: Phone No.: Approved per applicable codes. A,orrections required prior to approval. COMMENTS: I Inspe 1 $42.' + REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 7C) INSPE NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 9818 Oc 001.52— .�t PERMIT NO. (206) 431 -3670 S Project: Y t Tt'cs �te �(FY 61 ''" Address: 1-743O 50114 "li aP-I�f P Date called: 0 t Special instructions: A Date wante . ( a.m.` (o 3 I r p.m. Requester: f o Q A l! 1^t- . Phone (20C) 5"74 -0063) roved per applicable codes. Corrections required'prior to approval. COMMENTS: 1-1 $42.00`iEINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PERMIT NO. (206) 431-3670 (;)pcitLer kri- Typee tion: rrcstY0 — SC- Ftf-tM Date called: Special instructions: Date wantd er,‘. a CP(u a.m. p.m. Requester: Phone No.: Approved per applicable codes. COMMENTS: . ' • Corrections required prior to approval. • r---1 $42.00 EINSPECTION FEE REQUIRED. Prior to 1 spection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PERMIT NO. (206) 431 -3670 Iec 'UI- t Sc 1& pil Pi� T pe of inspection: 1 go, `% " 51u?, �C �• J f ci at mdr ss: 01714i ittexit ei m Date calle le //% / p Special instructions: 7atewanted. 7 ?*: 6 S / Requesters t„ `1 1'\ Phone No • "'Approved per applicable codes. COMMENTS: Corrections required prior to approval. Cr( 1/44e‹, rThr 0571, 00(0, 00-7,006 1. r $42.00 R INSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 'c+:"'+:',^ ,.;,x!: _ �% Y7': .,^..,��' „SCkut:Y.�7'�'�.:J;iwi �; w,•:C.rt Y^y's.�.,'M1?,F Y'ex k a .ta,.ti. »•..�; tii'n ie�••. • ,. - 1-- ' -S•., tom:, '•..'f;+t$' ,.•,4,'f/iy�y %2�i ���T.'•'.. ?:�i ;.}.!4,sa''�hx �"L'�•'`';Ojs;-;. � • ■ • INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100,:.Tukwila, WA 9818 PERMIT NO. (206) 431 -3670 < — Type of inspe aProject: ?34G n Address: /75_ -' (.E. Date called: /o -07-s, Special instructions: P4- Date wanted: /0 ...5._ S., r rr �1 G gyp-! Requester: Phone No.: `Approved per applicable codes. A I1,-■ C4,11 a ,).= COMMENTS: Corrections required prior to approval. A/ole_ u s cu.�w ' ,p t27 s 4 7 fP,(r e _C. Inspector: �r7 '�is�7 ' Date: 1 $42.00REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 -CS-2.._S- 2-- (206) 431-3670 ( i5 Type of insrdct 0 69-114,Ce "ir 5-_--ar644lep 6 v Addre: - ft Date called: itf7h kj, 0 4/9" (142-40,4,e7ie Special instructions: Date wanted: /dizbl,, a.m. P.m. Requester: Phone No.: Approved per applicable codes. ections required prior to approval. COMMENTS: - 0 69-114,Ce "ir 5-_--ar644lep Feb-4/r - ft _Ofr'sie/7--- Alf 0 4/9" (142-40,4,e7ie coie-re/7— -.L251iirkg=- (19-7,X4J-6,c , _ de - /le 4tielp Da $42. • REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: =+ s',' ?=,' ��^?` �A;•:'• �.'• r" Jµr�.' �. s`. e�' t :F'1�;i'.�'•�Z,v�ytjt�•vN.'�-xk J.yw.- .•.T:: ae..,;T,'er^.M .Y..''' �[cs � "e ^S�cR"'aJr'T_:� l:i?T « «.::ti. <:�.'-;al.1 is INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100,' Tukwila, WA 98188 -32.52- PERMIT NO. (206) 431 -3670 Project: SQ4A.�.�f J t"L--s Type of inspectiojn: 11 bt,t'11 I/Y1 Address:1 7 t( 3a 30„c(--eL__ Date called: i 1 20/51 Y Special instructions: C.-9K_ - " --""4 wanted: Z 9t7` 1�'r�' a.m: . p.m Requester: /CAA/L- Phone No.: ti- «J Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector 4 Date: $42. . REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: ,'..'•!.;'.''I.I'lltr'77,fY.,7•71,7.:,!..trtir. j,i.7:rt,rii7:!rif71.127::,41344,V4,742r,47,VZ,:;r:1;r4=iatfrirtr4").1rq'VtATZer4r014nr-,401=4.31. City of Tukwila Fire Department John W. Rants, Mayor TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Project Name SCZ6\ 6c30 R Address Retain current inspection schedule Needs shift inspection Thomas P. Keefe, Fire Chief Permit No. SYkfal-a52...„ Suite # Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: Authorized Signature .'INALAPP.FRM Date Rev. 2/19/98 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax. (206) 575-4439 08-19-1998 04:02PM FROM JOHNSON ELECTRIC INC WV* LW • VC 01- 1110a4L6.11 Pm* r.rf■-:?1"Fr1rt-t. TO 2064313665 P.01 FILE COPY WILDING DIVISION REVIEW •DATE: rir AME: Angust 18, 1998 PRopzer Sprint PCS tenant improvement APPLICAXON NO: D98-0252 • • FLAN REVIEWER: Ken Nelsen, Plans Examiner (206) 431-3670 *ri4041 , . . Please provide a documented Washington State Energy Cock explanation for the . eitentrt refetintee to Netting fib types B, C, and trick lighthvg noted in the suf.x*ted **B.C. compliance form dated 8/10/98. . *No fnither ; • at this time. Ken, 1 am using the "Retail A" table. Table 15-1 and 15-1 frio t not4. . 4 Pixt type "13" Adjustable recess down light w/ tungsten halogen lanip. :FLxtrtYpe "C" = Adjustable track head w/ tu.ngsten hakigen laMp Both fixturers are used fOr display lighting. Please give Thanks me a call if you have any questions or comments.. 1 . ; Randy Dre'er ;l'ohnsonEletric, Inc. :(425) 8214226 Filone (425) 8214836 Fax • t -9 RECEIVED . , CITY OF 'TUKWILA PIUGi 9998 k'ERMIT CANTER TOTAL P.01 08 -11 -1998 08 :06PM FROM JOHNSON ELECTRIC INC TO 2065740041 P.03 t ightin • Summary 1995 Washington State Nonresidential Energy Code Project Info. , Project Address: Sprint PCS 17430 Southcenter Parkway T liIkwila, WA 98188 Date: 8110198 FOR BLDG. DEPT. USE Applicant Name: Johnson Electric, Inc. p• cant • • ress :1. - 16th t. ' rkiand, rill p • cant Phone: (4.. 821- 622t`i Project Description 0 New Building • Addition 0 Alteration Compliance Option 0 Prescriptive 1 Lighting Power Allowance Alteration Exceptions CD No Changes Are Being Made To The Lighting _ 0 Less Than 60% Of Tha Fixtures Are New, I 1 And Installed Lighting Wattage Is Not Being Increased Maximum Allowed Wattage (interior) Location (FL.,Rm.) Occupancy pescription Allowed Watts Persq.ft. Area in sq.ft. Allowed X Area 1 Floor 'Retail i 1 2230 2230 Office 0 i 0 Total Watts Allowed Proposed Lighting Wattage (Interior) ' 2230 Location (FL,Rm.) . 1 Fixture description Number of Fixtures Watts Per Fixture Watts Proposed Fixture Type A 1 fr 45 855; Fixture Type Al (Exerr t) 0 Fixture Type B (Exempt) 0 'Fixture Type C (Exempt) _ 50 - 0 Fixture Type D I 6 300 "Fodure Type F f 1 64 70( _i Fixture Type G 4 62 248 Track Fighting (Exempt; d 0 Total Watts Maximum Allowed Lighting Wattage (Exterior) 2107 . Location Occupancy C;escriptlon ATlowedWatts Per sq.ft. Area In sq.ft. Allowed X Area (covered Parfung 1 0 'Open harking 0 Outdoor Parking 1 0 'Bldg. Facade, I Bldg Perim. ; 1 d 0 Total Allowed Watts Not For building t tancx. Choose either the rustle or the 'perimeter method but not both Proposed Lighting Wattage (Exterior) 0 Location Fixture description - Number of Fixtures Waits Per Fixture Watts Pro..sed arking Area. .rr'1 ' T a • ps lg , , re • : 1' Covered Parlang 1 0, Sign Ltte 01 Soffit i 0: 0. Total Watts 6510, ' X98 -0252 RE EIVED CITY F TUKWILA AUG '1 1 1998 TOTAL P.03 PERMIT CENTER 08 -11 -1998 08 :06AM FROM JOHNSON ELECTRIC INC TO 2065740041 P.03 ljghting Summary 1995 Washington State Nonresidential EnergVCode Project Info. • Project Address: Sprint 17430 Tukwila, "AFert PCS SouthCenter Parkway WA 98188 i I; inc. . Date: 8110(98 FOR BLDG. DEPT. USE Applicant Address 11 :16 NE 118th $t. 1Grktand, WA • IcantPhone: (4 4,0 821 -8226 Project Description NI New Building • Addition ❑ Alteration r Compliance Caption A Prescriptive S Lighting PowerAl}ouvance Alteration Exceptions 0 No Changes Are Being Made To The Lighting 0 Less Than 5095 Of The Fixtures Are New, I 1 And Installed lighting Wattage Is Not Being Increased Maximum Allowed Wattage (interior) l locatwn • (FL.,Rm.) . Occupancy ©-• -•• i • Allowed-9iTatts Per sq.R. ' Area in sq.R Allowed X Area • • ..;,1 1 . _Ie1 Y' ri Office ; 0 0 Total Watts Allowed Proposed Li ' htin, Wattage Interior) 2230 Location ( FL,Rm.) . I Fbdure description Number of Fixtures Watts Per Fixture Watts Proposed . 1 octave iype A 1 fr 41 855; Fixture Type Al ( • ••) ti 0 'Fixture Type C - pt 0 -Fo:ture-Type1 Fixture Type 0 I 8' 50 300 l 11 64 704 V FuGUrelype G d' 82 248 Treck fighting (Exempt) d i 0 I Total Watts Pdlaximurri Allowed Lighting Wattage (Exterior) 2107 Location 1Covered Occupancy Qescription Allowed Watts Per sq.R. - Area in sq.R. Allowed X Area Parking l 0 Parking Outdoor Parktrg I 0 Bldg. -... • 1 • Bldg Perim. ; I d 1 Note For building oemor• ctooe, NVrM e . rbCad4 a 11 * Proposed U • htin Wattage ( Exterior) Total Allowed Watts erimeter rnednod, but not both. 0 Location Fbdure description `umber • Fixtures w- -er Fbdure ': ' I Proposed i d! -rwrg Area .r/,/ ..a• Ps 10, ..� 465 Covered P verf ng I 0, Sign Lite ' d 6offit I 0: . i 0. Total Watts I 6510. - Dq&0z52.. P ECEIVED CITY OF TUKWILA TOTALAP.031 1 1998 i3ORMIT CENTER BUILDING DIVISION REVIEW DATE: PROJECT NAME: APPLICATION NO: PLAN REVIEWER: August 18, 1998 Sprint PCS tenant improvement D98 -0252 Ken Nelsen, Plans Examiner (206) 431 -3670 Please provide a documented Washington State Energy Code explanation for the exempt reference to lighting fixture types B, C, and track lighting noted in the submitted W.S.E.C. compliance form dated 8/10/98. No further comments at this time. City of Tukwila John W Rants, Mayor Department of Community Development Steve Lancaster, Director August 18, 1998 Todd Rankin Sierra Construction 16715 NE 79th Street Redmond, WA 98052 Dear Todd: SUBJECT: CORRECTION LETTER #2 Development Permit Application Number D98 -0252 Sprint PCS 17430 Southcenter Py This letter is to inform you of corrections that must be addressed before your application for 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 review comments from the Building Department. At this time the Fire Department, Planning Department and Public Works Department have no comments regarding your application for permit. The City requires that two (2) complete sets of revised plans be resubmitted with the appropriate revision block. If your review does not require revised plans but requires additional reports or other documentation, please submit two (2) 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 the City of Tukwila Permit Center at (206) 431- 3671. Sincerely, 1.0-41A—E13-4-- Brenda Holt Permit Technician Enclosures File: D98 -0252 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 July 31, 1998 City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director Todd Rankin Sierra Construction 16715 NE 79th Street Redmond, WA 98052 Dear Todd: SUBJECT: CORRECTION LETTER #1 Development Permit Application Number D98 -0252 Sprint PCS 17430 Southcenter Py This letter is to inform you of corrections that must be addressed before your application for 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 review comments from the Building Department. At this time the Fire Department, Planning Department and Public Works Department have no comments regarding your application for permit. The City requires that two (2) complete sets of revised plans be resubmitted with the appropriate revision block. If your review does not require revised plans but requires additional reports or other documentation, please submit two (2) 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 the City of Tukwila Permit Center at (206) 431- 3671. Sincerely, Brenda Holt Permit Technician Enclosures File: D98 -0252 Ai)n Cn,,threnter Boulevard Suite #100 • Tukwila. Washington 98188 • 1206) 431-3670 • Fax 1206) 431-3665 BUILDING DIVISION REVIEW DATE: PROJECT NAME: APPLICATION NO: PLAN REVIEWER: July 28, 1998 Sprint PCS tenant improvement D98 -0252 Ken Nelsen, Plans Examiner (206) 431 -3670 Please provide revised electrical lighting plans and with a revised lighting schedule showing compliance to all requirements of Washington State Energy Code Chapter 15. Enclosed is also a State Energy Code compliance form. No further comments at this time. PLAN Pet att REVIEW /ROUTIN LIP ACTIVITY NUMBER: D98 -0252 DATE: 8 -11 -98 PROJECT NAME: SPRINT PCS Original Plan Submittal Response to Incomplete Letter XX Response to Correction Letter # 1 Revision After Permit Is Issued DEPARTMENTS: Building Division }td�W "(�1 u lic orks '/ A '.Z . Fire Rrevention /We. t7 -Z7/9 n Structural Planning Division Permit Coordinator n DETERMINATION OF COMPLETENESS: (Tues, Thurs) DUE DATE: 8 -13 -98 Complete n Comments: Incomplete Not Applicable TUES /THURS ROUTING: Please Route n No further Review Required Routed by Staff n (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: n DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 9 -10 -98 WMI Approved ❑ Approved with Conditions Not Approv attach comments) ibvtd e,b1' ret - L fvi. i,tea REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE: Approved n Approved with Conditions Li Not Approved (attach comments) REVIEWERS INITIALS: DATE: \PR- ROUTE.DOC 6/98 PLAf R /ROUTING Styr ACTIVITY NUMBER: PROJECT NAME: D98 -0252 SPRINT PCS DATE: 7 -20 -98 XX Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter Revision After Permit Is Issued DEPARTMENTS: `u Iin Division licWorks waist. AT ri sc2 Fire r�t � Plan Division ���� �iStructural n Permit Coordnato r DETERMINATION OF COMPLETENESS: (Tues, Thurs) DUE DATE: 7- 23--98 Complete n Incomplete 11 Comments: )6zi Not Applicable n TUES /THURS ROUTING: Please Route No further Review Required Routed by Staff n (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved Approved with Conditions n eorrec-P1 0v1 l� ( tu,a,ibd DUE DATE: 8-20-98 Not Approved (attach comments) REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: Approved DUE DATE: Approved with Conditions Ei Not Approved (attach comments) REVIEWERS INITIALS: DATE: \PR-ROUTE.DOC 6/98 DATE: CITY OF TUKWILA Department of Community Development Building Division- Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 PROJECT NAME: PLAN CHECK/PERMIT NUMBER: 1718' D/8e-0252. j&i+Pc$ PROJECT ADDRESS: 1143b � I i4 CONTACT PERSON: Z,44 14.44,1411 PHONE: F7 -CD9 REVISION SUMMARY: c caVrr(Pvi. •j. ..\etickab . L- cam. 1 4 r \ \ • ( (-10.?1/1-5 ille/Eker SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: RECEIVED CITY OF TUKWILA AUG t 1 1998 PERMIT CENTER 1411/ Aid) U) 3/19/96 City of Tukwila Fire Department Fire Department Review Control ##D98 -0252 (512) John W Rants, Mayor Thomas P. Keefe, Fire Chief July 29, 1998 Re: Sprint PCS - 17430 Southcenter Parkway Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Maintain fire extinguisher coverage throughout. Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) 2. 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. Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207.1 - 1212.8) Aisles leading to required exits shall be provided from all portions of buildings. Aisles located within an accessible route of travel shall also comply with the Building Code requirements for accessibility. (UFC 1204.1) Combustible material shall not be stored in exits or exit enclosures. (UFC 1103.3.2.3) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 City of Tukwila Fire Department Page number 2 John W. Rants, Mayor Thomas P. Keefe, Fine Chief 3. Maintain sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and-approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) Contact. The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 4. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 5. Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 701) This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575 -4404 • Fax (206) 575-4439 City of Tukwila Fire Department Page number 3 such condition or violation. Yours truly, John W. Rants, Mayor The Tukwila Fire Prevention Bureau cc: TFD file ncd Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • .Phone: (206) 575 -4404 • Fax (206) 575-4439 I have examined the original document and certify is a copy of that Ir, ID niall ;,.. 4r ■ 11-1/ 1 ' a at Publii# for the ite ofWashint on A A ' g My Co ill SC_ II n expires Dated o DEPARTMENT OF LABOR AND INDUSTRIES THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A illaliNMINIA=7 "7.. 1:4 . ' nalagallill. . EXPIRATION CATE . ,..5 IERRCC 1:4 N.8 68427/9. • •'" . • ..••. SIERRA CONSTRUCT ION CO INC 16715 NE 79Tri ST REDMOND WA 98052 STATE OF WASHINGTON F�2552�'32) KEY PLAN I I <1 iOOOM fool 2 1A2 2/A2 izrziasszustopszps DRAFTING SYMBOLS HALL TYPE DOOR NU KBER ROOM NAME/NUMBER HALL SECTION INTERIOR ELEVA;,^NT HALL TO BE REMOVED L NEN DOOR NEW NAL'L TO STRUCTURE NEN HALL TO CEILING EXISTING DOOR EXISTING HALL 2' X 4' FLOJRESCENT FIXTURE 2 UNDER COUNTER FLOURESCENT FIXTURE EMERGENCY CIRCUIT FIXTURE HALL SCONCE SUPPLY DIFFUSER RECD.:GED INCANDESCENT INCANDESCENT HALL HASHER EXIT SIGN EXHAUST FAN SMOKE DETECTOR EMERGENCY LIGHT FIXTURE • anommurmsemmoim Sprint PCS W DEDICATED CIRCUIT IS" UNLESS NOTED W DUPLEX OUTLET 18" UNLESS NOTE[) QUADPLEX N 18" UNLESS NOTED • TELEPHONE OUTLET ® 1&" UNLESS NOTED • FLOOR DUPLEX ✓ DATA (MODEM) OUTLET Is UNLESS NOTED JUNCTION BOX SWITCH ®4,5"AFF DIMMER SWITCH CO) 48 "AFF I r, 4 :-LANCING FLOURESGENT FIXTURE s' TRAC -LIGHT w/ THREE FIXTURE e ARCHITECT: ENGINEER: OWNER: PROJECT ADDRESS: AREA RETAIL SALES FLOOR: OFFICE: INVENTORY: TOTAL: BUILDING GODE: USE GROUP: CONSTRUCTION TYPE: A.D.A. COMPLIANCE: SEISMIC ZONE: SPRINKLERS THROUGHOUT: PROJECT CONTACT DATA CODE REVIEW DATA 1443 5.F. 551 5.F. 236 5.F. 2230 S.F. REES MASILIONIS TURLEY ARCHITECTURE 210 W I:1th TERRACE KANSAS CITY, MO 64108 CONTACT: MR. SKIP HYMER (TEL) (816) 842 -1292 HENDERSON ENGINEERS LNG. 11621 WEST 14TH STREET LENEXA, KANSAS 66214 CONTACT: MR. RANDY NELSON (TEL) (913) 492 -3377 SPRINT PG5 4600 MADISON 1TH FLOOR KANSAS CITY, MISSOURI b4112 CONTACT: M5. JOYCE KRULL (TEL) (816) 559 -1144 SPRINT PCS 11430 SOUTHCENTER PARKWAY TUKWILA, WA 95155 OCCUPANT FACTOR 30 100 300 M- MERGENTILE EXISTING YES 2. NO OCCUPANT LOAD 45 50 6 1 55 1994 UBG WASHINGTON AMENDED OCCUPANTS FOR 2 EXITS 30 30 2 EXITS REQUIRED WA WA WA N/A BUILDING DEPT.: ■ DRAWING INDEX ARCHITECTURAL TI TITLE SHEET Al FLOOR PLAN A2 REFLECTED CEILING A3 ELEVATIONS A4 DETAILS A5 SPECIFICATIONS MECHANICAL MI PLUMBING FLOOR PLAN M2 MEGHANIGAL FLOOR PLAN M3 MEGHANIGAL SPECIFICATIONS ELECTRICAL El ELECTRICAL LIGHTING PLAN E2 POWER PLAN E3 PANEL SCHEDULE AND DETAILS COMMUNICATIONS GI FLOORPLAN G2 SCHEDULES AND DETAILS =0111 r)114 0.PART1NT 6300 Southcenter Blvd. P:Ikwilo, NA 45155 206/431 -3610 e,:'r }ATE PEft FiEQBIRED FOR: �;tA'°lICAt. �� • tCAI- NSC µ IN0 . GAS PIPING Ct1''r OF TU BUILDING DOISlON FILE COPY P S „ th2oaLt Cneck apVro alz Di101 LS ^ Li 4G,1 vals aD> t ,de does not Euthoi : an- � n GE Lwde rte, fe�.-H g,;pf(Esud f {e�arlAf6raR9 ' - REES MASILI©NIS TURLEY ARCHITECTURE 2 1 0 W -19TE TERRACE KANSAS CITY, MO 64105 • ss.- REES- STUD/O.cea 4,1116.1142.1292 40$15.842.1.71 lease A. LichtT, Architect Disclaimer Stamp Date ALTERATION FOR: SPRINT PCS PARKWAY SUPERCENTBR 17430 SOUTRCENTER PARKWAY TUKWILA, WA 98188 Project Number: 98040 I /AWES A U6BY. WPSEETCN REGErE4® AROJTECT •5055 HAVE PREPARED TIE DRAWN. AND ASSLAE RESPCNSEUR FCR TLE SgTS NA9HRED 11-A6 FOR 14E FROECT SPENT PCS. TUCWI.A WA WIER CRAW.. MO SPECIFICATIONS ATTACHED FOR 14E PRO -ECT WAVE BEM BY AM ARE 74.E RES'ON9BIUTT OF TLE THAT SHEET. TIE ARCHITECT E NOT Qe3@bHE FOR TLE CES6N aF TI ELECTRICAL. PLLAENG. C1VL EN .'.E$lNG. U.MSCAPING. WO SGNABE NOT SPECIFIED AM PEKE S EIM:UNE CR FEE S2PARES:DON SYSTE E AM COE'S NOT TAKE REEPONSBILITY FOR TFE CCMPLWJCE OF TEES- AREAS WITH TLE LAWS CP TTE ABOVE GOVERN WENrAL ENTITIES. hE ARCHITECT E NOT REEPONSELE FOR MATERIALS. CONPOE NTS. AED EQAAEVT. AS WELL AS TIE NETHOD N WI T4EY ARE INSTALLED CN T4E PRO -ECT BT MAWS. TIE ARCHTECT IS NOT HIeEO OR RESPONSB.E FOR CERTIFICATION MENG CO(STB.ICHLN OR L PON CMPLETION OF CONSTRUCTION DE ARCHITECT [SNOT RESPONSIBLE FOR e.PROPE2 OPERATION CLE TO FALL, LEST ALATiON OR FRCOUCT ENURE DURING CONSTRUCTION 012 AFTER CCNPIETICN CF COEELRUCTON WEN OPERATION PAS T BY TT-E LANgARD OR TENANT. TEE CONTRACTOR AD SUBCONTRACTORS S A LL BE ACCOUNTABLE FOR TtE REms LISTED IN PARAGPARI TWO ABOVE- Revisions I James A. Lichtyi c_tate of tYas::ln9ton ±LI, 14 July I.198 Project Manager: Skip Hymer &0252 Title Sheet T 1 :Tot PERMIT CENTER 1y1& - Oi2- : I it (� • • . / � � / l ' 1 �•� D F / / — Q Q � f U TQ � L J I � � / CONFERENCE • �' S � � � 'J : 003 j r -T va• / A3 / � , l FFICE 14'-4 1/4' INVENTORY 10' -5° 5' -2 50' 3•' -1 'N 2'-6 3/4 Rlz - -7 3i8• II 24'- 101/8' Y-O'Iii I 11 iIe.;IALL TYPE E] E)ZTiE+1TJ TO BOTT0v1 OF ROOF DECK G. BD. C:EILJIAG; • IMo AFF. V ALL TYPE 2, 11/2 " =1' —O" -InT ?X4• AGOL,s T GI�,- NG SYSTEM AT 9' -2 ' 3-5/8' METAL STUDS AT 16' O.C. ON. 1401.12 RATING LBC ITEM NLI BER 15-111991 UB -C, V4ALL TYPE BASE GENERA;_ NOTES PLAN NOTES 3172' (25 GA.) MTL. STUDS • 16'QC. f - -578' GYP. BD, BOTia SIDES BASE - SEE FINISH NOTES STRUCTURE ABOVE 7X4' ACOUST. CELING SYSTEM AT 9' -2' 3 1/2' c GA) MTL. STUDS • 16 5/8' GYP. BD. BOTH SIDES BASE - SEE FINISH NOTES CONTACT BUILDING OFFICE PRIOR TO CONSTRUCTION FOR SIZE, OLDANITY AND LOCATION OF FIRE DAMPERS ACOUSTIC CEILING TILE 2' OF MINERAL FIBER SOUND ATTETL BLANKETS NCT 20 GAUGE Ci -WNI$- SHAPED SILOS 16 O.C. WITH ONE FILL LENGTH LAYER OF 5/8' TYPE 'X' GYPSUM WALLBOARD WITH r LONG NO6 DRYWALL SCREWS TO EACH STUD. SCREWS ARE 8' ON CENTER AROUND TI-E PERIMETER AND 17 ON CENTER CN' -E 1NTNGNGDIATE STUD. SEALANT, BOTH SIDES 9. REFERENCE ELEVATIONS ON S-GET AS FOR WALL F1Nf1'�I -£5, LNLE55 NOTED ON THIS SI -WET. 2, DOTTED LINES INDICATE FIXTURES E CEILING CLOUDS WHICH ARE FURNISHED AND INSTALLED BY THE CONSTRUCTION MGR. aJ.ICD SUPPORTS FOR CLOUDS BY GENERAL CONTRACTOR. PROVIDE AND INSTALL 5/16' X 1/2' X I /16' SS. ANGLE TO PROVIDE EDGE AT CERAMIC TILE. FINISH EXPOSED EDGE TO MATCH 1 -EIGHT OF INSTALLED TILE P121012 TO INSTALLING CARPET. ® PROVIDE AND INSTALL VINYL TRANSITION ADAPTOR BETWEEN CARPET AND VINYL FLOORING, AS MANUFACTURED BY JOHNSONITE, MODEL .CD-XX -B, COLOR .20 CHARCOAL, WITH APPROPRIATE TRAGIC BASE M VCT VCT VCT VCT VCT O FLOOR FINISH FLAN 1/16" = PLAN NOTES VCT CARPET 0 CONTRACTOR TO PROVIDE AND INSTALL ONE HOUR RATED WALL WALL CONSTRUCTION USING EXISTING 3 5/8' METAL STUDS . REF. 4 /AI • r -0' WIDE WALL - SEE ENLARGED PLAN 2/A4 AND DETAIL 8/A4. CQNTIN X FRAMING LP TO STRUCTURE AND STOP GYP. BD. 6' ABOVE CEILING. O DROPPED HEADER - SEE DTL. 5/A4 ® FLOOR ELEC. OUTLETS - SEE ELEC. DRAWINGS O SAFE - FURNISHED BY CONSTRUCTION MANAGER AND INSTALLED BY CONTRACTOR - PROVIDE ANCHOR BOLTS PER DETAIL 7/A4, O WALL MOUNTED FIRE EXTINGUISHER - FURNISHED BY CONTRACTOR, INSTALLED BY CONTRACTOR. O MOUNT 8' X 8' X I /2' PLYWOOD (40121Z) ON WALL 6' A,F,F, PROVIDE AC FINISH GRADE PLYWOOD TO MEET LOCAL CODES. FLOOR FLAN 1 /4 -0' CARPET O 4 > 4 G FLOOR FINISHES WALL FINISHES VINYL WOOD PLANK BY 'WALLY WOOD', •1025 FRANKLIN MAPLE CARPET BY MONTEREY, 'CUSTOM LINE' CARPET BY MONTEREY, "7504 SONORA ", PATTERN REPEAT 18 3/4 "W X 31 1/2" L. WIDTH 12'-b" VINYL COMPOSITION TILE BY 'AZROCK', COLOR .V -866. ' SHALE GREY' PORCELAIN CERAMIC TILE BY 'CROSSVILLE CERAMICS, 'CROSS COLORS', COLOR .A880-ONYX LP II. <7> ALL WALLS TO BE PAINTED, 'GLIDDEN', RSOYY 63/041 3' - 0' S.C.WD. FINISH NOTES I�I O DOOR TYPES 1/4" = 1 ALL WALL FINISHES ARE NOTED ON ELEVATIONS, RED SET. A3, UNLESS NOTED ON T1-115 PLAN UNDER 'WALL FINISHES'. 2. ALL WALLS TO HAVE RUBBER COVE BASE. ALL RUBBER BASE BE ROPPE, COLOR •93. 'BLACK BROWN'. ALL BASE TO BE FURNISHED CONTRACTOR, INSTALLED BY CONTRACTOR. 5. ALL FLOOR FINIS-ES TO EE PROVIDED BY THE CONTRACTOR EXCEPT FOR CARPETS B E C. CONTACT FOR VINYL WOOD PLANK FLOOR W/ NATIONAL PRICING IS WONDER WORKS OF AMERICA - CONTACT WALLY. GRACE OR -JOYCE • BROOKLYN NAVY YARD. BUILDING •292, SUITE 402 BROOKLYN. NY 11205. PHONE I -800- 338 -1029. 5/'A3 ❑2 INVENTORY DOOR NOTES 0 O O EXISTING DOOR TO REMAIN - PROVIDE NEW CONTACT FOR SECURITY SYSTEM EXISTING DOOR TO REMAIN - PROVIDE NEW CONTACT FOR SECURITY SYSTEM EXISTING DOOR TO REMAIN - PROVIDE NEW CONTACT FOR SECURITY SYSTEM AND PEEP ISLE FURN157 -FD AND INSTALLED BY CONTRACTOR - HAGAR 1755 OR EQUAL. NEW 3 X 7 X 13/4' SOLID CORE WOOD DOOR WITH 2' HOLLOW METAL FRAME WITH DOOR TYPE I. PROVIDE HARDWARE GROUP A - PER TI-E SPECIFICATIONS. NEW 3' X T X 13/4' SOLID CORE WOOD DOOR WITH 2' HOLLOW METAL FRAME WITH DOOR TYPE I. PROVIDE HARDWARE GROUP A - PER TI-E SPECIFICATIONS. PROVIDE PRIVACY LOCK NEW 3' X T X 1 3/4' SOLID CORE WOOD DOOR WITH 2' HOLLOW METAL FRAME WITH DOOR TYPE I. PROVIDE HARDWARE GROUP A - PER THE SPECIFICATIONS. PROVIDE PRIVACY LOCK O NEW 3' X T X 13/4' SOLID CORE W000 DOOR WITH 2' HOLLOW METAL FRAME WITH DOOR TYPE I. PROVIDE HARDWARE GROUP A - PER THE SPECIFICATIONS. i o NEW 3' X T X 1 3/4' SOLID CORE DUTCH TYPE WOOD DOOR WITH 2' HOLLOW METAL FRAME AND DOOR TYPE 2. PROVIDE HARDWARE GROUP B - PER THE SPECIFICATIONS. PUSH BUTTON KEYPAD LOCK FURNISHED AND INSTALLED BY BY CONTRACTOR REES MASILIONIS TURLEY ARCHITECTURE 2 1 0 '1-19TH TERRACE KANSAS CITY, MO 61105 • •1>..RERS- STODIO. • S16,841.1292 • 6/6.612,1171 James A. LichtT, Architect PARKWAY SUPERCENTER 17430 SOUTHCENTER PARKWAY TUKWILA, WA 98188 Disclaimer Date ALTERATION FOR: SPRINT PCS Project Number: 98040 I JANE A. LOUR, WABAHGTOV REGISTERED ARCNIITECT 65055 HAVE PREFORED TFE DRAWCxs AND ASS.. RESROSIMGY FOR TTE SETS N.A1®REO TI-A6 F02 11E PROJECT. SPRNI PCS- TI/:WILA. WA 0.62 DRAWNGS AND EPECFICATIRHS ATT..) FOR TIE AEOYEARNMO ED PRO.CCT NAVE WEN EY Al. ARE TLE RESPOSTOUTY CF RE LICENSED SJGr'ffiR VFOSE STAMP AND ERNA APPEAR CN THAT. TFE AR36TECT IS NOT RESPONSIBLE FCR T4E DES. OF THE ELECTRICAL PURRING. CIVIL ENGINEERING. WMSCPPING. STRUCTURAL- SRSJA4E NM/ SPECFIED AND FRE SPRINKLING OR F. SUPPRESSION STSTEMS. AND DOES NOT TAKE laF,CN6IBUTY FOR THE CO.PIJANLE O= TLFSE AREAS WM TIE LAWS OF NE ABOVE 60VE3M.NTAL EMBIEa TIE AROJIECT S NOT RESPONSIBLE FOR MATERIALS. CONDO ENT,, AND EOLIDNETT. AS N/ELL AS T. NEGRO IN WHIST IIEY ARE 6STAU ED ON TIE PRONE-CT BY OTTERS. i4E AR76TECT IS NOT BRED OR RE PONS6-E FQ C13RIFICP.TOY DURING CONSTRUCNON OR UPON CCNPTETTOI OF OONSTRLICRON TFE ARO IECT IS NOT TIMP- ONSIB E FOR IMPROPER OPERATION DE TO FALL, INSTALLATION OR PRODUCT FANIRE DURING CONSTRUCTION OR AFTER COMPLETION OF COSTRL.CTION AT-EN OPERATION HAS EEG.N BY TE LANDLORD OR TENANT. TLE CONTRACTOR AND SHCWTRACTORS SHALL EE ACCOlNTAELE FOR T. ITEMS L4T®M PARAGRAPH TWO ABOVE Revisions Project Manager: Skip Hymer 14 ,July 1968 Floor Plan RPP,FOAW CRY OF TUKWILA A 1 JUL 201998 PERMRCENTER 11101M =NW HMI ®f 1111ww■11■ dilmoom, mom moommissaval =mow • 1 wif, _ � - it i 9• - � • 1■■■■ 1111711 �... ��•IS:.� ■�s:i�� Slila�il���:il��li���� �� -... 1 10`' .. I�.,._ O • • O tor 111511111 3111- 1Imm • REFLECTED CEILING PLAN 1 /4 "= 1' -0 II P2000 UNIST6GT DIAL. H RAGE - (P (3) PLACES t /2" DIA. U(E D TYP. (4) PLA ES SIESMIG BRACING LOCATION 9 P2000 UNISTRUCT DIAL. BRACE - TYP. (2) PLACES P2000 UNISTRUT IN CLOUD (N.I.C.) I/2" DIA. UNIROD TYP. (4) PLACES O SIESMIG BRACING LOCATION 1/4 " =1 -O" GENERAL NOTES UNISTRUGT CHANNEL 9 ROOF FRAMING NOTE: ROTATE ANGULAR FITTING NO DEG. WHEN BRACE 15 PERP. TO UNISTRUCT GHAN. AT ROOF AND CLOUD. \ ANGULAR FITTING TYP. AT EA. END UNISTRUCT CHANNEL BRACE FOR SI ZONES NES 4 ONLY 2, 3, 4 4 ONLY IT DIA. UNIROD UNISTRIJGT CHANNEL IN CLOUD - (N.I.G.) O SIESMIG BRACING DETAIL 3/4 " =1 -O" PLAN NOTES 1/2 DIA. BOLT W/ SPRING NUT. EXISTING ROOF SIMPSON LTT2O TENSION TIE ATTACH TO JOIST Ft 4-I6a \/ MIN. GUT TIE LEG AS REQ'D TO ��I/2° DIA. UNIROD FIT I -JOIST DEPTH. THREADED ROD (MAX. 2 PER CHAN) O TYP. CEILING CLOUD SUPPORT 3/4 " =1•-O" CEILING FINISHES DOTTED LINES INDICATE FIXTURES AND CEILING CLOUDS WHICH ARE FURNISHED BY OWNER AND INSTALLED BY CONTRACTOR. (N.I.0) SUPPORTS FOR CLOUDS BY CONTRACTOR. 2. SIESMIC BRACING REQUIRED IN LOCATIONS WITHIN SIESMIG ZONES 2, 3, 14 ONLY. IN OTHER AREAS DISREGARD OILS. 2, 3, S 4 ON THIS SHEET 3 RE- INSTALL 6" BATT INSULATION ON TOP OF NEW 2X4 LAY -IN CEILING. fi O L 1 GYP. BD. HEADER It N' -0" A.F.F. - RE: DTL. 5/A4 CENTER CLOUD FURNISHED BY OWNER AND INSTALLED BY CONTRACTOR - CONTRACTOR TO PROVIDE (6) THREADED RODS SUPPORTED FROM THE STRUCTURE ABOVE RE: DTL. 5/A3. © NOT USED O EXPOSED ACOUSTICAL CEILING TILES AND GRID TO BE BLACK (FACTORY FINISH) RE: SPECS. <> ACOUSTICAL LAY -IN TILE AND SUSPENSION ERID COLOR TO BE FINITE. RE: SPECS O NOT USED NOT USED GYP. BD. SOFFIT. PAINT - GLIDDEN 4 60 YYS31C62 g REES MASILIONIS TURLEY ARCHITECTURE . cos S 1116.1142.1292 • 1116.1142.11171 James A. Lieity, Areiiteet PARKWAY SUPERCENTER 17430 SOUTHCENTER PARKWAY TUKWILA, WA 98188 Disclaimer IAN. 0. L10A7TC WASANGtON REGISTERED ARO -TTECr °3055 HAVE PARED TLE MAWRNGS AND ASSNS RESzONSERNY FO= Sr 71-A5 KR P.-- PRO.ECT• SPRINT PCS. TUDNILA WA OTt$t DRAWINGS APO ATTAQffi FOR 71E ABOVE - BOICNEO PRIDECT HAVE EISEN BY APO ARE TLE RESPCISIBLITY OF TLE LICENSED ENGDffit WHOSE STAND AND FRM APPEAR ON 17./AT SEE, TIE AROJTECT IS NOT RES ONSBP FCR 71E DESIGN OF ILE ELECTRICAL PUNBMG. CIVIL ENGINEERING. LANDSCAPING. STRUCTURAL SEWAGE NOT EMCEED AND FRE SPRNaJNG OR Foe apmasssicns SYSTEMS AND DOES NOT TAKE RESTCriEEILTTY FOR TIE COMP.IAI CE TLESE AREAS VAT, 11-E LAWS OF TI ABOVE GOVERN E•I TAL ENTRIES. ILE ARCHTECT IS NOT RESPONSIBLE FOR MATERIALS. CONPCNBNTS AND EOUPV ENT. AS WEN_ AS RE M 14610.1 TFtY ARE INSTALLED CN TFE PRO.ECT ST 0,1325 TLE ARDJTECT S NOT HIRED Ce RES°CPSELE FOR CERTFICATICN. DUMB CONSTRUCTION OR UPON COMPLETION QF CQN5Tg1CTICN. TLE ARO NECT IS NOT L ESPCASIHE FOR INFROPER OPERATION 0.E TO FALL, INSTALLATION OR PRODUCT FAIDRE DUMB CCfSTRICTION Ce AFTER COMPLETION OF CONSTRUCTION WIZEN OPERATION HAS BEGUN BY TLE LANDLORD OR TENANT. TLE CONIRACTCR ANO 9BCONRRACTORS S+PL. BE ACCOINTABLE FOR TIE I7516 LISTED IN PARAGRAPH TWO ABOVE. Stamp SPRINT PCS Project Number: 98040 Imo Revisions Date 2 1 0 W.19TH TERRACE KANSAS CITY, MO 64101 ALTERATION FOR: �T :lames A. Licht) State of Washington) 14 July 1968 Project Manager: Skip Hymer Reflected Ceiling Plan A2 HtLEIVED CITY OFTUKLMLA JUL 2 0 1998 PERMIT CENTRE EXTERI SIGNAGE BY OTHERS 64 on PCB n TV / / -_ - A IEXTERtOR SIGNAGE Ie OTHERS ELEVATION - RETAIL AREA 0 TIM ELEVATION - EXTERIOR ED ELEVATION - RETAIL AREA O 4 fi J_ N J ta -r i7 I b I ( 7-6• • 11111111[011)♦ N5MINI' MIIMIll 11111=11111111111011= 11.11111111111111111 1 .N$L einroma $ILLIIii'fA1�C t — 11 - 1 CD ELEVATION - EXTERIOR v CD , ELEVATION - RETAIL AREA li it II II I O I CONTINLE FINISH AROUND TEAS SIDE OF CURVED WALL 6'. _IMMAW1a2 oF_ J — I so TCTBEF1N I NS 4 'K'T1 JL —_JL O ELEVATION - RETAIL AREA Z-6• / r -6' GENERAL NOTES SIGNAGE: !. SIGN TO BE CHANNEL SOX LETTERS INDIVIDUALLY MOUNTED TO THE STORE FASCIA. POWER TO SE THROUGH WALL AND WIRED TO TENANT'S TIMER. LIGHT SOURCE TO SE NEON, 1, NOT USED 3. SPECIFICATIONS AND DETAILS TO BE COORDINATED SY SIGN MANUFACTURER, LANDLORD, AND TENANT, 4. SIGNAGE TO BE SUPPLIED AND INSTALLED BY SIGN CONTRACTOR. {N.1,C.) COORDINATION OF ELECTRICAL PREPARATION BY GENERAL CONTRACTOR. PLAN NOTES 4 JUNCTION BOX FOR WIRING LIGHT BOXES SHELF WIT (FIXTURE) - PROVIDE BLOCKING BASE UNIT (FIXTURE) SPENT LOGO - FURNISI -ED AND INSTALLED BY CONTRACTOR EXTERIOR SIGNAGE - FIRNISI -ED AND INSTALLED BY SIGNAGE CONTRACTOR. (N.I.C.) WALL FINISHES ALL WALLS TO BE PAINTED, •GLIDDEN' •SOYY 63/041 PAINT 'GLIDDEN' .0OMV 05/000 PAINT 'GLIDDEN' .60YY 83/062 VINYL WALLCOVERING, VICRTEX,'BERWICK ", COLOR 'ASPEN' VINYL WALLCOVERING, VICRTEX,'BERWICK', COLOR 'GREYSTONE' RUBBER BASE, 'ROPPE•, COLOR •93 'BLACK BROWN' VINYL WALLCOVERING, KOROSEAL, 'TERRAZZO`, COLOR 'CHARCOAL' VINYL WALLCOVERING,'WOLFGORDON', .WG9I3272 FINISH NOTES I. ALL WALLCOVERING AND RIBBER BASE TO BE FURNISHED E INSTALLED BY TI-E CONTRACTOR. TIE CONTACTS FOR THE WALL COVERING ARE AS FOLLOWS VICRTEX AND KORSEAL PRODUCTS - KIM OR TOBIN - DECORATIVE SERVICES - 641 LAKE STREET. SUITE 101, CHICAGO, IL 60661 P1+800 -515 -2111 WOLF GORDON PRODUCTS - SHANNON - INTERWOVEN DESIGNS - .3 SOUTH NEWSTEAD, ST. LOUIS, MO 63108 PI314- 531 -6200. REFERENCE NO. WG913272. (THIS NUMBER MUST BE GIVEN TO RECEIVE NATIONAL PRICING) SRi Disclaimer Stamp ISM REES MASILIONIS TURLEY ARCHITECTURE 2 1 0 W.19T3 TERRACE RANSAS CITY, MO 64105 www.RBES- STUDIO. coo • $/6.642.1212 • $I6.6A2.l$76 James A. LicitT, A... tact ALTERATION FOR: SPRINT PCS PARKWAY SUPERCENTER 17430 SOUTHCENTER PARKWAY TUKWILA, WA 98188 Project Number: 98040 I JAWP3 A. ucMTY. WAS.INGTON REASTL3® ARO -MOT .5055 HAVE P EMUS" TAE CRAVINGS AND ASS,. RESPONDERBV FOR TSB •ten PROJECT SPRINT PCS-TM WA OTHER ORAINNGS ANJ ..,ABONS ATTAO., FOR TIE FBDVEMENT.ED PROECT HAVE BEEN BY AND ARE 11E REEPONSRUTY ff TI-E UCENSED ENGnffi2 NUOSE STAMP APD FIRM APPEAR ON TWAT seer. TLE ARCWECT 6 NOT RES.ONSELE FOR TLE OBIGN (F 'BE BFCIQIGAL PUWING. OWL EN66VEIERNG. LANDSCAPING. STBSTLRAL SIGNAGE NOT SPA AND M. SPRINKLING OR PRE SIPPRESSKAI SYSTEMS. APD DOB NOT TAKE X0.13.11 FOF TIE CCMPLUNLE OF TLS AREAS WON 11-E LAWS OF 11E ABOVE COVER MENTAL ENDUES -TIE ARO ITECD IS NOT 4EEPO SELE FOR MATE RUMS, OONFCDt31TS. APO EOFMBNL AS NEL AS TLE M N.= WH0-I1,EY ARE INSTALLED ON ILE PRO.EOT BT OTHERS. TLE ARCiiTECT IS NOT MRED CR RES. ONSB.E FOR CEP FCATION SRI. CCAST@UOTION OR UPON OCW.ETION CF CONSTRLCT,0K ThE ARD.ECT IS NOT RBI BCE FOR R,RROPER OPERATION OLE TO FALLTY INSTALLATION OR PRODUCT FAILURE DIGIW CONSTRUCNON OQ AFTER CONME:IOV 6 COISfHIONCN eve N OPERATION HAS BAN BY TAE LAND -CRD OR TENANT. TE CONTRACTOR A!D SHCONTRACTORS SIAL BE AOCLNTAB.E FOR 11-E ITEMS LLSTED N PARAGRAPJ TWO ABOVE. 5055 AR 3 Ja mes State 01 Was /Isgton' Date 14 duly 1968 Project Manager: Skip Hymer Elevations A3 aFrtaLV.r7 CITY OFTUKWILA JUL 2 2si998 PERMIT CENTER ISM REES MASILIONIS TURLEY ARCHITECTURE 2 1 0 WASTE TERRACE KANSAS CITY, MO 64106 • T.••.RBBS- STUDIO. rem .816.642.1202 • 1116.842 -ISIS Knee A. Licht7, Architect ALTERATION FOR, SPRINT PCS PARKWAY SUPERCENTER 17430 SOUTHCENTER PARKWAY TUKWILA, WA 98188 Disclaimer Project N.iber: 98040 I J NS A WRY, WA44NGTON RE66TERSO AROATECT TOCba NAVE PREPARED TIE C.WAN SAND ASR.I.E DESIO SEBUTY FCR TIE SEETS mARIE EO TE. FOR ne PROJECT. STOW PCS. TIKYA.A WA ORER GRAYING a AW SPECIFICATIONS ATTADMED FOR TLE ABOVE IENTIOTOD PROJECT NAVE SEEN BY RV ARE TP0 RESPO.01- TT CF TPE u03493D EMS7632 YFOg STAMP Aro FIRM APPEAR W TWAT S1-ET. TLE AROATECT S MDT RESPONSE s FfR TbE DESIGN OF ^,E mecteICAL Ftumes CIVIL H INEERI J6. LATC6CAPING. STRIICTU7M. SIGNAGE NOT SPEOPEO AM FRE SFR1NCNG 07 FRE SUPPRESSION SYSTEMS. AND GOES NOT TARE 703POTAPENITY FOR 11.E OOIPUMLE DF TH.E AREAS VTIM1I 1,E LAWS CF 71-E ABOVE GO ERNENTAL STATUES TT, AROATECT IS NOT RESPONSIBLE FOR MATERIALS. COILPODENTB. AN) EMATILENT, AS WELL AS 71E 6ETNO0 rN N14OI TFE: ARE NSTA. D ON TLE PROECT BY 014B2" TFE AROATECT S NOT c® DR R.POESE.F FCR CERTFTCANON. Or774 CONSTRUCTOR OR DPW COWIFnON OF COSTROTON. TFE AROATECT S NOT RESPONSTELE FCR NITROALE2 OPERATION OlE TO FRC, INSTALLATION Oe PRODUCT FAELRE OOR•e, CONSTRUCTION OR AFTER COM1RETiON OF 001 YAEV OPERATION HAS BEGW BT TLE LINELOFD CR TENS TIE CONTRACTOR PM SHCORRACTORS SWLL! BE ACCOlMA9E FOR TLE ITEMS LISTED w PARAGFtAeal TWO ABOVE maim Stamp ■ Revisions Date 5 RIG=S EKED ARCHITECT .P -ernes 0.. L ichty! State of Weshla9tca 14 July 1498 Project Ma nager: Skip Hymer Details RECEIVED A 4 CITY T 19 JU1 OF b' 199E PERMIT CFNTER NOT USED i2' -i • K' PIMA TO 9' -0` AFF• 3/4' R BACK CONTr.'0' WALL- a' STARTING POINT FOR COVERING 17 ON LAYOUT REFA1 SAO( SIDE OO NT. "0' wall-4 Y. COVERING 12 ON 'b � 3 1/2 MTL STUDS T- AFF . - ‘... :::i• ttttttttttilllttlTtttt 16' OMTL. STUDS 5/8' GYP, Era or,: • I6 O.C. 31/2 MTL STLOS d • LIGHT FIXRRE S 3 OX T LIGHT B WI ENLARGED PLAN O 0 • to O.C. 5/8' GYP. MX ON 3 1/7 MTL • le O.C. STUDS 6E • LI(eY.tr FIXTURE T 2 L AYEI2S I/7 GYP. 11111111111111111111111111IIIIII LAY -IN CEILING • 17-0' APP. © O O n T � GYP. Bb. i/I STUDS In - - - . - - Q I LAYER I/7 GYP. GO. CORN BEAD GYP/ 9 O / I 0 \ S • VERIFY a VERIFY CORNER BEAD (TYP) T - • LL 0. < • '( .O-,L 8/A4 7 -0' X 7 -0' - LIGHT BOX 10` VARIES L q- 1'3' _ 4 a �I 8/A4 SECTION a GYP. BD. SOFFIT O I I /2r =1 -0e SECTION ®GYP" BD. DROP 5/8 GYP. BO. ON 3 I/7 MTL STUDS • 16 O.C. O 11 /2' =1'-Q" O <Q �/ 5' -0'X7 -0' LIGHT BOX 2/A4 TO STRUCT. ABOVE 11E11 1/1111110111111111111111 ,. O 1 - LAY -IN CEILING GYP. BD. CEILING • 5 -7 AF.P. • 9 -0' A.F.F. DETAIL O DROPPED HEADER 1 1/2 "' =1° - D" \ 5' -10 1/2" 6' -2' a PARTIAL ELEVATION 1 /2 " =1, - 0„ LAY -IN CEILING • II' -0' AFF. 11111I111IIRI11111111111111111 3 1/7 MIL STUDS • 16' O.0 f �r /8' GYP.. ON 1/7 IVIR_ Q� • LIGHT FIXTURE 16 O.C. STUDS T MCN F1XT T UG-IT FIXRRE SAFE iN+T - FUt?NIStED BY TIE OONSIRUC �MANAC-^.2 ANA INSTALLED BY TI-E CONTRACTOR J -MCI -D 4 I / I- j j/ I Ii �) fff 3/4' PLYWOOD BACKING TO SECURE LIGHT BOX LIGHT B o 2 LAYERS 1/2 GYP. BD. _ O IV CORNER BEAD CTYP.) Q - a q Q ` Te VERIFY EXACT LOCATION I 1 � p n (4) OF FLOOR - VERIFY LAYOUT 'I I' -3' I' -3" ll I' STEP REVEAL TRIM DIRA-TRIM DRMT 12 -100 PAINT BLACK - I w - I 0 4' -0' I -0 , 0 DRILL AND EPDXY (4) 3/8" • ANCHOR BOLTS IN TO THE FLOOR - 4' MIN. VERIFY SETTING LIGHT BOX 4 ' 12 CURVED WALL - LENGTH WITH SUPPLI62 i VARIES 3 I/7 MP_ STUDS WI SECTION a GYP. S. SOFFIT 4_ I' -2" I' -O" 5/8' GYP. BD. BOTH SIDES _, SAFE ANCHOR BOLT DETAIL DETAIL LIGHT BOX 1 @ /2 " =I -D" CD 3 " =1' -O" O 11/2 " =1' -O" WALL FINISHES FINISH NOTES O ALL WALLS TO BE PAINTED,'GLIDDEN' •50YY 63/041 PAINT 'GLIDDEN' •60YY 83/062 0 L PAINT 'GLIDDEN' •60YY 83/062 M VINYL WALLCOVERING, VICRTEX,'BERWICK', COLOR 'ASPEN' O COLO VINYL WA'GLLCOVERIN G. VICRTEX,'BERWICK', R O RUBBER BASE, ROPPE', COLOR •93 'BLACK BROWN' • VCOLINYOR L WAL'CLCH G, KOROSEAL. TERRAZZO', 0 VINYL WALLCOVERING, YJOLFGORDON', •WG913272 I. ALL WALL COVERING E RUBBER BASE FU2NIS -ED E INSTALLED BY CONTRACTOR. ISM REES MASILIONIS TURLEY ARCHITECTURE 2 1 0 WASTE TERRACE KANSAS CITY, MO 64106 • T.••.RBBS- STUDIO. rem .816.642.1202 • 1116.842 -ISIS Knee A. Licht7, Architect ALTERATION FOR, SPRINT PCS PARKWAY SUPERCENTER 17430 SOUTHCENTER PARKWAY TUKWILA, WA 98188 Disclaimer Project N.iber: 98040 I J NS A WRY, WA44NGTON RE66TERSO AROATECT TOCba NAVE PREPARED TIE C.WAN SAND ASR.I.E DESIO SEBUTY FCR TIE SEETS mARIE EO TE. FOR ne PROJECT. STOW PCS. TIKYA.A WA ORER GRAYING a AW SPECIFICATIONS ATTADMED FOR TLE ABOVE IENTIOTOD PROJECT NAVE SEEN BY RV ARE TP0 RESPO.01- TT CF TPE u03493D EMS7632 YFOg STAMP Aro FIRM APPEAR W TWAT S1-ET. TLE AROATECT S MDT RESPONSE s FfR TbE DESIGN OF ^,E mecteICAL Ftumes CIVIL H INEERI J6. LATC6CAPING. STRIICTU7M. SIGNAGE NOT SPEOPEO AM FRE SFR1NCNG 07 FRE SUPPRESSION SYSTEMS. AND GOES NOT TARE 703POTAPENITY FOR 11.E OOIPUMLE DF TH.E AREAS VTIM1I 1,E LAWS CF 71-E ABOVE GO ERNENTAL STATUES TT, AROATECT IS NOT RESPONSIBLE FOR MATERIALS. COILPODENTB. AN) EMATILENT, AS WELL AS 71E 6ETNO0 rN N14OI TFE: ARE NSTA. D ON TLE PROECT BY 014B2" TFE AROATECT S NOT c® DR R.POESE.F FCR CERTFTCANON. Or774 CONSTRUCTOR OR DPW COWIFnON OF COSTROTON. TFE AROATECT S NOT RESPONSTELE FCR NITROALE2 OPERATION OlE TO FRC, INSTALLATION Oe PRODUCT FAELRE OOR•e, CONSTRUCTION OR AFTER COM1RETiON OF 001 YAEV OPERATION HAS BEGW BT TLE LINELOFD CR TENS TIE CONTRACTOR PM SHCORRACTORS SWLL! BE ACCOlMA9E FOR TLE ITEMS LISTED w PARAGFtAeal TWO ABOVE maim Stamp ■ Revisions Date 5 RIG=S EKED ARCHITECT .P -ernes 0.. L ichty! State of Weshla9tca 14 July 1498 Project Ma nager: Skip Hymer Details RECEIVED A 4 CITY T 19 JU1 OF b' 199E PERMIT CFNTER SPECIFICATIONS. I oeNERAL iREeUIREI"IENTS I: An work shall 'be cane in aLLOrdanLe with the highest quality standards of the industry for material craftsmonshlp and mstaallation of each trade. 12 Ary discrepancies m drawings or specifications shot be brought to the attention of the Ar teitect One Construction Manager prior to construction, crel if not iorT'i the controctor shall assume the most expensive method or material. 13 The cartnector shall provide the the Architect's with scheduling information prior to construction, which will be :updated if there one any changes, '14 All construction and materials shall comply with any and all applicable codes, Is find (laws 15 Submit for :epprovrral, prior to fabrication or purchase. Shop drawings once, samples for items as requested by the Architect or Owner R2eprecsentative. 1.6 Unless noted, existing co etnuttion, materials and finishes shall remain. Are damage done to these items shall be repalned to tee original condition by a means moved by the owner. '1.7 BUILT" *'!a AGGS: Access to the •spcne shall) be coordhoted with the Wilding owner.. a_ i4 0 on -site. eorstruction workers will be roril-med to the construction area 0179. b. Any construction worker cage stea lne, drinking aleoho1, or using any illegal substance will be immediately Win„' eta Viarl the a;,,"ang a professional roamer 15 expected in oil able. areas end inoppr0priate language or comments ell II not be tolerated. c. No cooking of any kind will be allowed on the site. d. Ab5O!lutely no (food, beverages or smoking will be allowed on the construction site after palnthg or installation of carpet has begun. 1,8 All communication required shall be through the Ownner's Representative 0t the 'start of construction. le Provide svbmittdl of GIW finish materials not provided by Sprint PGS for approval prior to purchase orders. 1.10 All work Shall be h strict accordance with .011 governmental Wdc . laws or reeplations. All materlel shall meet flame and smoke quiem ats of the prevailing :oral Scalding Code, as noted in the Construction Drawings and ecifications. IJI The contractor shall remedy any defects in the work and pay for o j a.:. oge or other work resultng therefrom which shall appear within a period of one (i) year from the date of final acceptance unless a longer period is otherwise specified or a different warranty period has been established 1"n the substantial completion certification. :1:12 ATT'I 0utthg, coring, drilling and patching required for the nstallation of systems herein described, shall be provided by the Conttractor. Structure members S han not be disturbed without prior approval of the Architect/Owner. At areas disturbed by work performed under this contract shall be ... otiy repaired and refinished to the condition of odjoning surfaces in a suitable manner to the Architect/Owner. a. inhere cutting or coring is necessary, it shall be done by methods seed, will not damage the structure, and shall be subject to prior written approval of the Architect. Any damage to structure or fnished surfaces small be repoired to the satisfaction of the Owners fRepresentotive ot the expense of the contractor. The contractor shoo tete ail east associated with obtaining approval of cutting or core driliirte of existing structure from a registered emcee,. b. The building owner is responstble for removal and copping of unused or abandoned ereeduit, cables, duct work, plumbing or ether materials to tie peke of orign, within tee confines of the tenant space prior to commencement. Contractor is notifu the Owners Representative of any dbGrepane et before proceeding. 21.13 The drawings sto.ti serve as working drawings for the general layout of the vette, items of egeip.:?ert_ However, layout of equipment, accessories, specialties (including furniture), and conduit systems ore diagrammatic unless specifically dimensioned. If additional junction box, pillbox, or other similar items are required to complete an installation, the contractor shall notify the Owner's Represer:'otive of the additional work and cost prior ,c r r'^::eeding. 1.14 All 5co dimensions are approximate. Before proceeding with any work, the contractor shall carefully check and verify 011 dimensions. Any discrepancies are to be brought to the attention of the Architects. I.It Substitutions will only be considered prior to receipt ot bids unless written request for otceptonce hos been received by the Architect and Owner Representative at least 48 hours prior to the dote for receipt of bids. Each request shot include the name of the material or equipment for which Is to be substituted and a complete description r0f the proposed substitute including drawings, cuts, performance and test data, and any other informotion necessary For an evaluation. A statement setting Forth ony changes in other work that lncorpOrauon of the substitute w ould require sholl be included . The Ateetteces and Owner's Representative decision oF occeptonce or disapproval of a proposed substitution sholl be finol. It the Architect end Owner's Representative accepts any proposed substitutions prior to receipt of bids, such acceptance will be set Forth in an Addendum. Bidders shot not rely apron acceptance mode In any other manner. No substitutions will be considered after the Contract Award unless specifically provided in the Contract Documents. 1.16 The review of shop drawings does not relieve the controctor from responsibility for errors, omissions or deviations from the contract documents, unless in writing they are tolled out at the time of submission and written acceptance. The contractor Is responsible for details, size of members or quantities; or omissions of components of Fittings; or For coordinating items with actual building conditions and odjacent work. Errors and omissions discovered at a later time must be Fixed by the contractor with no cost to the owner. 11.11 All shop drawings prepared by the marefocturer must be pre checked by the contractor. The contractors stamp of approval and dote must be Included with a specification paragraph In which submitted and the project name. Submittals not containing the above Information will be returned with out ocean. 1.18 The controctor shall maintain on site op -to -dote complete "Record" set of prints which ore corrected daily with all changes In layout from the original drawings and specifications. Including MEP. Contractor snail deliver "Record" set to Owner's Representative prior to Final payment. 1.19 Contractor Is responsible For obtaining ALL permits and Inspections and paying oil fees therefor. Contractor shall provide Owner a copy of the building permit prior to commencing any work. Contractor will notify the Owner's Representative of all permit and code inspections. All punch lists will be scheduled with the Owner's Representative by the contractor. 1.20 Contractor Is responsible for coordinating 011 trades even if the trade is under a separate contract. Contractor shall submit a net of each subcontractors' name, contort, address and telephone number to Owner's Representative prior to beglmhg construction. 1.21 Contractor shall verify all existing conditions and work in place; layout all new walls and partitions; verify dimensions, locate existing utilities and eel:tonlcal systems to be modified, are notify the Architect of any discrepancies prim to beginning demolition and /or construction. 1.22 Substitutions - Owner reserves the right to substitute material and /Or manufacturers due to ovailablllty and /or receipt oF faulty materials, The substituted material must be equal In appearance. (The intent is to allow for example, Gonwed ceiling tile in Ileu of Armstrong, or Benjamin Moore in lieu of Pratt 1"f Lambert, etc) in no way shall the substitutions effect the intent of the building code for which the building permit was Issued. The Contractor shall submit any substitution for approval prior to order. 1.23 Contractor shall make every effort to keep the building areas clean and safe during the construction period. Contractor shall use walk -off mats to protect flooring. Contractor and its subcontractors shall prevent noise, dust, smoke, and odors from interfering with the normal operations of the shopping center. a. Construction debris will be removed from the site per the shopping center guidelines. The site area shot be kept clean and organized at oil times. b. Before any demolition and /or construction work may begin, the Contractor must determine whether such work will affect the Buildings fire alarm system. If It is determined that such demolition and /or construction work may trigger the fire alarm system, it will be necessary for the Contractor to notify the shopping center office so the system con be removed and restored to service upon completion of the activity. 0. Contractor will place snake detector dust 1x0039 on the detectors in the areas where production of dust will 00001". The dust togs must be removed by the end ce each working day. _.. trac .._t nmotee --'F'f".'y ' center office before plating and removing dust bags to prevent False Olarm9. d. All wall, floor or ceiling penetrations shall be sleeved and adequately sealed to prevent the spre0d of smoke and fps per applicable codes. The Contractor shot provide terrporau protection when work Cannot be cOnpleted In one work shift. e. The Gantr00t0r shall provide an adequette number 01 Fire extinguishers in the work area throughout the construction period. f. The Contractor shall notify the Landlord 24 hours prior to any e160010al shutdowns which mat affect existing tenants. g. The Contractor is responsible For shutting off all lights in the construction area upon completion of the days activities. 1.24 The shopping center office is to be contacted before the start oF such work as panting, staining, or finishing that might create unwelcome odor or noise in the building. 1.25 Glean -up a. The project site shall be swept up and trash ready For removal on a doily basis. Care shall be taken to keep adjacent occupied tenant areas clean during construction on a daily basis where work required by this project disturbs adjacent areas. b. The contractor is responsible for removal of com b debris. Locating of large dun ooters for contractors use must be approved and placed as directed by the shopping center coordhotor. The Contractor will obtain their own permit For the durnpster. c Prior to occupancy, space shall be left clean of all debris, walls and other surfaces wiped down, glass washed, blinds dusted, Floors swept and/or vacuumed, the cleaned and woodwork cleaned. el. Contractor is responsible for delivering the Premises at completion in a "01000 -h" condition. 1.26 All penetrations through the building Fire Rated Walls and Fere walls will be sleeved and Fire caulker. Refer to Section 1.1. 2.0 101TE1"IORK 2.1 Owner to provide external signage and ns1011ation. Sign subcontractor 15 responsible for coordination of actual size and construction of sign so that It meets all landlord and city requirements. Sign subcontroctor Is responsible for all permits ar0 zoning Issues as required. Gontractor to 000rdhate location of power For sigmge. 3.0 CONCRETE 3.1 All patching of concrete slab after trenching is to be done per landlord's standards. Contractor to verify special slob conditions such as debar placement or reinforcement prior to making cuts and make proper preperation for new concrete work. 3.2 Concrete mix for patching Is to be ASTM standard Type I with a minimum 3500 psi compressive strength. Work Is to be done in on appropriate manner to meet governing Code requirements. 3.3 IF floor leveling or preperation is required to make Floor surface ready for Flnlsh work, contractor Is to prepare floor area per manufacturers requirements. Use sell leveling topping as manufactured by Ardex (Ardex SD -L) Apply product per manufacturers accomodatlons. 4.0 Masonry -Not Used 5.0 Metals 5.1 All miscelloneaus steel components required to complete installation are to meet appropriate ASTM requirements. This includes Fromtng, support members, anchors, bolts, shims, fasteners and other supplementary parts. 5.2 Channel strut supports to be 14 ga. minimum as manufactured by Unistrut Corporation. Finish to be thermal-setting coating with color to match Architect's selection. g g 53 If required In drawings, handrails to be constructed per Architectural drawings. Rail- to- endpost connections and charges h rail direction ore to be Formed by mitered joints. Elbow bends and wall returns are to be Formed to a uniform radius, free from buckles and twists with smooth finished surfaces. All exposed connections are to be formed with Flush, hairline, joints, using consealed Fasteners wherever possible. Cope Intersections of rails and posts, weld joints, grind smooth; butt weld end -to -end joints of railings except where sleeves with set screws ore Indicated. Close exposed ends of steel pipe by welding 3/16" thick plate In place. provide pressure relief holes at bottom of tubes, near closed end of pipe. Provide wall mounting brackets sized for pipe railings, with spaces to prevent crushing OF gypsum board. finish to be thermal - setting powder coating. Color to match Architect's sample. 6.0 HOOD/PLASTIC 6.1 All blocking milers, plywood backing and uriderfayment to be fire retordant treated with a flomespread rating of not more than 25 when tested in compliance with ASTM Ete4, NFPA 225 or IF 123. This treatment tihall be classifd for use Os interior Type A; low hygraocop0 In compliance with A5Tei 03201. 6.2 Architectural millwork provided ore installed by contractor 10 to be AWI quolity grade, custom, construction to be Flush overly design with all exposed aid semi- exposed svrFaces covered with plastic laminate. Grower sides and backs are to be 1 ply all hardwood veneer core plywood (no voids). Cabinet hardware to consist of: I. Drawer sides: full extension, Side mounted a I)) bo x dr awers: 100 Ids /pr. load rating 2J file drawers: 50 Ibs /pr. load rating 2. Hinges: European style: concealed mounting with 115° opening; se1F- closing 3. Door it drawer pulls: wire pulls, 3" length; polished chrome finish 4. Looks: lever type rim lock; with 2 keys per lock. Provide elbow latch ® pairs of doors with locks. Field install cabinets plumb, level, straight and square. All counter tops to be scribed to fit wall configuration. Apply sealant or fill wall and /or ceiling to fill imperfections. 63 Architectural fixtures ore to be provided • by Sprint PCS. Contractor is responsible for coordinating the delivery and installation of fixtures as shown on Architectural drawings. All Fixtures to be installed plumb, level, straight c d square. 1.0 Thermal and Moisture Protection 1.1 90691op. a. The contractor is to provide fire stopping at any plumbing or electrical conduit penetration of a two hour waif ossembly equal to "METAGAULK 950 FIRE-STOPPING PENETRATION SEALANT ", applied in accordance with UL System Number 442 and ASTM E -514. b. The contractor Is to provide fire stopping at any plumbing or electrical conduit penetration of a two hour floor assembly equal to °METAGAULK 450 -10 FIRE-STOPPING PENETRATION SEALANT ", applied in accordance with UL System Number 213 and ASTM E -814. c. All penetrations through the building floors, Gore walls and Fire walls will be sleeved and fire caulked. 1.2 Caulking shall be equal to Pecora acrylic latex caulk. 13 If noted on the construction documents provide sound Insulation caulking at top and bottom of all demising walls. Caulking shall be equal to Pecora "BA -98, non - drying butyl rubber. 8.0 DOORS 4'10 WINDOWS 8,1 Hollow Metal Door Frames shall be as noted on the construction documents. 16 -gauge knock -down type, mitered corners shall be reinforced with Integral tabs for secure Interlocking of jamb to head. Strike jamb to have 3 rubber mutes, factory installed. UL rated as scheduled. All frames and 0556mbles to conform to applicable codes, and be properly labeled as required by the code. 5.2 Doors and Frames shall be pre- machined for hardware. 83 Installation of Fire rated frames shall comply with NFPA 80. 8.4 Provide hardware as Indicated In the door schedule. All lockwork to be contracted through Building's Owner's selected locksmith and coincide with building system. 55 Hardware Schedule: (Refer to Door Schedule for additional Information about hardware, special keying and locking arrangement. IF Pairs of doors are indicated, provide pairs of hardware with automatic Flush bolts -equal to Ives 0 554 (except on closets, which can receive standard flush bolts 69001 to Ives 0 262) Provide hardware from the Following manufacturer's: A. Deadlocks I. Adams -Rite B. Grips, Auxiliary Items, and Miscellaneous Hardware: I. Hager 2. Ives 3. Rockwood 4. Trimco/Builders Brass Waarks - 00W G. Sliding Door Track and Corriere: I. HaFele America Co. 2. Henderson 3. Richards Wilcox 5.6 Finishes shall comply with ANSI A156.15. Finish designations cross references shall be CM follows: BHMA Code Description 626 Satin chromium plated 630 Satin stainless steel Nearest BHMA 115 Equly Category 115260 A US 320 A Base Metal Bras; Bronze Stainless steel 51 HARDWARE SCHEDULE Provide hardware from the Following monuFacturer's. tinges - Precision Evl11 Butts Locks/Latches - P.D.Q. Closers - Dorma Stops /Silencers - Signature [amiss HARDWARE GROUP (3) EA. P351 45 X 4.5" 626 Hinge (I) EA. 5PI26PHL X 2 3/4" X ASA 626 Passage Set (provide privacy set for toilets and Telco n lieu of Passage Set) (I) EA. SBW302PT 630 Wallatop (3) EA. 58133"1 -A Silencer HARDWARE GROUP uB (3) EA. BB81 4.5" X 4.5" 626 Hinge (I) EA. 5PI26PHL X 2 3/4" X ASA 626 Dummy Set (1) EA. 1601 X PA X 5N1 Alum. Closer (I) EA. 5Bl'1302PT 630 Wallstop (3) EA. 581331 -A Silencer (1) EA. Pugh Button Lock - Simplex LOII HARDWARE GROUP itC (3) EA. 0551 45" X 45" 626 Hinge (I) EA. 5PI26PHL X 2 3/4" X ASA 626 Passage Set (I) EA. 1601 x PA X 5NI Alum. Closer (I) EA. SBIOSO2PT 630 Wd119top (3) EA. 581331 -A Sllenc HARDWARE GROUP up (3) EA. 31381 45" X 45" 626 Hinge (I) EA. 5PI26PHL X 2 3/4" X ASA 626 Passage Set (I) EA. 1601 X PA X Se! Alum. Closer (I) EA. SBW3O2PT 630 Wallstop (3) EA. 581331 -A Silencer (I) EA. Push Button Lock - Simplex L011 8$ Key1ne: Lockset0 shall be keyed to Landlords system and shall be approved by Lo,dIord prior to nstallation. Furnish 2 kelp per look with a maeritrn of 8 frets per keyed alike set. 8.9 ADDITIONAL REQUIREMENTS FOR FIRE RATED DOORS: Closures to be provided on all fire -rated doors. Provide Closer (equal to Lee regular arm 4030, Bronze), door sweep and all required gaskets. Provide Lever Lockset to match hardware specification. 5.10 Floor Stops: When a wall stop is not possible, provide Floor stop equal to Ives 0 438. 5.11 Standard Tenant Interior Doors: Solid Gore Wood Veneer Doors shall be equal to Weyerhauser D5P -20, Bonded Particleboard Gore filled, x 1' -0 "h (unless noted). Face assembly shall be attached with Type 11, water resistant adhesive, for Interior doors. Provide 5 7" lock block for lockset /Iatcheet hardware. Standards: AWI, Type PC and N'WMA -IF -1, IS -I -18 series. Finish veneer shall be ready for primer and paint. Doors shall be 1 -3/4" thick with solid wood edges . 1)L rated as scheduled. Verify all sizes prior to ordering. 5.12 All doors and assemblies to conform to applicable -.odes and shall bear the appropriate labeling as called out on the drawings. 5.13 All doors shall be undercut as required by different flooring conditions desrlbed in drawings and Finish schedule. 8.14 ' noted subcontractor shall Furnish all labor and materials necessary to complete glass and glazing indicated All glass shall conform to all applicable codes and ordinances. 5.15 The contractor Is to provide the architect, construction manager and tenant 3 copses each of the hardware and keying schedules for review prior to installation. 9.0 FINISHES 9.1 GYPSUM BOARD WALLS - Provide 3 -5/8" 25 ga. studs at lee O.G. (unless noted otherwise) with runner tracks and necessary accessories 05 recommended by the manufacturer for a complete framing system. Refer to plans for wall types, other stud sizing, and Finishes. 9.2 Walls shall be Inspected by the construction manager prior to installation of wall finish. Finish walls shall be smooth and project no Imperfections, they shall be plumb and straight and show no bulge or divots at joints. All sanding shall be done with a metal screen. 93 Gypsum Board to be 5/8" Tyre "X" gypsum boors os provided by U5. 59900 nn or approved equal. Stagger all pones joints, bock 011 penetrations, and seal 011 joins. All exposed edges of gypsum board to be covered by a stock metal edge trim 501110 to 0 401 metal trim by U.5. Gypsum. All interior corners shall be toped, an exterior comers shall be covered with a metal corner bead with tripe. 9.4 Use water resistant gypsum board 0djOcen1 to all plumbing Fixtures as noted In the construction documeMS (sirN4, urinal0, water closets, janitor sinks). 9.5 If 90und attem,ati0n blankets are Main On the conetr001ion drawings they Shall be U50' Or Other ppnoned n"e. ^x 001 or gloss Fiber blanket, Fin poll cavity with 2" of .6 PGF density gross Elder sound batt. Comply with manufacturer's instructions For pa 110.01or cadrtians of 1n010IIOtian in each case. Place sound attenuation blankets le stud cavities of sound rated partitions. 0010061 Fit securely between studs. Butt ends of blankets closely together and flit oil voids. 9.6 If noted on the construction documents provide sound novlotion calking at top and bottom Of all demising walls. Caulking shall be 69001 to Pecora 00A -9 non- drying butyl rubber. 9.1 CEILINGS- 590000 board ceilings shall have direct suspension system equal to 6 519 . 8980 n board thickness shelf be 5/8", unie99 noted. All joins shall be taped, spockled, and Finished per USG specifications. 9.8 Install ocaystical lay -in ceilings in accordance aith manufacturer's dlrectione and drawings. 2x4 0611'109 tiles to be 25(4'x 5/5' Mnaboard, non- drectlnol ensured as manufactured by Armstrong or Gelotex. Color to he white. 9.9 Install cell g ld system it ac.:urdrnce with moalacture's recommendations and ASTM 663e. 2o4 suspension system shall be an htermedi s duty 2'x4' g system ce matilactured bi by Chicago Metallic, Dam, or Armstrong. Color to be white unless otherwise noted on plans. 9.10 Porcelain tile shall be per the finish schedule on the drawings, provided by Sprint PCS and Installed by the contractor. Tiles shall be 12 "x12 "x5 /16" oils shall be Installed per the manufacturer's recommendations using a setting material of latex portland cement mortar (per ANSI A118.4) and grout (per ANSI A1186) Contractor to confirm level of subfloor before new flooring Is Installed. Edges joining other Flooring materials will have o trim piece to protect the tile from chipping nd cracking. Refer to Architectural drawings for true type. Glean and seal the upon substantial completion of project. 9.11 FLOORING - Vinyl composition tile shall be per the finish schedule on the drowtigs, provteed by Sprint Pas and healled by the contractor. Tiles shall be 12 "x12'xl /8" and shall be Installed per manufacturers recommendation with manufacturer approved adhesive. Contractor is to confirm levelness of subFloor before new floor materioi is installed. Edges joining other floor coverings shah have vinyl or rubber edging strips or reducers to have finish with least visual impact. Strip and wax tile upon substantial completion of project. 4.12 Solid vinyl tile shall be per the finish schedule On the drawings, provided by Sprint PCS and 'retailed by the contractor. The tiles shall be fex35.4 "x..120" thick. and shall be Installed per manufacturers recommendation with manufacturer approved adhesive. Contractor to confirm levelness of subfloor before new floor material is Installed. Edges joining other floor coverings shall have vinyl or rubber edging strips or reducers to have finish with least visual Impact. 9.13 Rubber base shall be per the finish schedule that well list manufacturer, color and type. Contractor shall provide and Install product in 12' lengths to minimize joints and use corner pieces. 9.14 Carpet shall be per the finish schedule on the drawings, provided by 5prnt PCS and Installed by contractor. The Installation shall be oorranteed buckle Free For one year. Glue down carpet shall use a strippable carpet adhesive. Gorpet shall be Installed In strict accordance with manufacturer's requirements and by trained personnel. Carpet which is bordered by another Floor material shall be transltloned with a vinyl or rubber reducer or trim piece, unless noted on the construction documents. Golor samples to be confirmed by architect. All edges of carpet that border other Flooring will have edges sealed to prevent any unraveling. This 's to be done according to the manufacturer's requirements. 9.15 All finishes, materials 0010 colors are called out in the finish schedule. If not noted, contact Architect or Genera, Contractor 9.16 All fniehes sh011 meet the requirements of the code For Fire Safety. Treat if necessary to obtain correct ratings. 9.07 Seol tops and bottoms of all doors. 9.15 All pain on a gypsum board surface shall be two coats: one prime and one Finish. The surface shall be pointed with PPG eggshell !rater Or semi -gloss enamel-when indicated on schedule, or equal 05 approved by owner. 9.14 Point on surFoces other than gypsum board shall be els follows: a. Panted wood - one coat each interior trim pruner. V (001110 enamel undeec000189, VitrOlite enamel. 10. SPECIALTIES IOJ Furnish and install Fire 801100,15ners as required by code. 11. EQUIPMENT 11.1 Contractor to furnish and install the below noted appliances. Provide allowances as 910001ed below: 1, Refrigerator - 0350.00 2. Microwave - 0200.00 12. Fi1RNI5H10610 12.1 Contractor to coordinate the delivery and installation aF the ftrTAu Fehres, and other vendor supplied and installed items. the owner wit Furnish, deliver, and install these ttem,. Disclaimer Stamp Revisions Date MID REES MASILIONIS TURLEY ARCHITECTURE 2 1 0 M.I9TH TERRACE RANSAE CITY, MO 64108 . rrr.REE11- 570010, cos .816.842.1292 • Ilf.542 . 1775 James A. Lieht7, Architect ALTERATION FOR: SPRINT PCS PARKWAY SUPERCENTER 17430 SOUTHCENTER PARKWAY TUKWILA, WA 98188 Project Number: 98040 I JAPES 4IJOGY. WASQ GTON A CI4TECT EOM NAVE PREPARED TIE =SW AIM AND ASSUME PRO.ECT. SPRINT PCS TURNIA. WA OBER DRAWEES MO MAS ATTAr183 rca SE 4Elare twnoean mom, NAVE EEEN BY AND ARE TIE 4E,p45ElutT OF iIE UC@F.ID E96PEM MOOSE MAW Ala FIRM APPEAR ON THAT SEEL THE ARCRITECT 5 NOT RESPQASEIE FOR TIE CESG N OF TIE ELECTRICAL PLL BNG CNN HVG[EBREG- LANDSCAPING. STRUCTURAL. SMIAGE NOT SPECIFED AAD FRE SR2NR.MIG aR Fir SPMES ON SYSTEMS. Ana DOES NOT TAKE RES.CNS.EITT FCC ITE CQRFMRE CF TIErs AMA's VATI4 TIE LAWS OF TIE ABOVE Gp,HdA@mAL ENTITIES TIE ARCHITECT 5 NOT RESPONSELE FOR MAIMAL5. OpWON SITS, AND MOMENT. AS YELL AS TIE N.EllE0 N Wwaw MET PRE PSTALLFD ON TIE PRO MT e1" DTIER^ TFE ARC.YTECT Is NOT w ® OR IXI.PONSELE FOR CE TPx;ATM CUB 1G COSTRUCTION OR tFCN CJA•PI.ETTON; CF CONSTRUCTION. TIE PR6nECT Is NOT REEPCNSA.E FCR INFROP32 OPERATION CAE TO FAV.1, CSTAIL TTC.N CR PROO-CT FA0.1g OUR. CONSTHLTI N C2 AFTER CONPIETION CPC NSRIMON WEN CPBRATION NAS EC-ON BY TIE LAACAO2O 02 TEVANT. TIE CONTRACTOR NCO %ECM GS SMALL E£ ACCQMA9P FOR TIE WENS LISTED IN PARAERAR4 TWO ABOVE 5055 ARCttIi:.�Cr t� ernes A. Lichtyl .,,State of We0410 00ont q-J\ SO25Z 14 July 1945 Project Manager: Skip Flymer - Specifications nti,tivtU CRYOFTUKWILA AIL I 01T E R PERMIT CENTER PANEL A G4O1OD (H I -1/4' KO), SY ELECTRICAL CONTRACTOR. RESTROOM 1 00 I INVENTORY j 006 1 Ilriii�G�il1 Il���ril � � 11���11 COUNTER TOP SECURITY o (a: OTHERT). RESTROOM 005 HALL MOUNTED DATA EQUIPMENT CABINET (BY OTHERS). COMMUNICATION SYSTEMS LEGEND WNTRAG OR CEIYGPJ IGAL RECESSED FLOOR BOX (8Y ELECTRICAL CONTRACTOR) FOR VOICE/DATA CABLE FEED. RECESSED FLOOR BOX (BY ELECTRICAL CONTRACTOR) FOR ELECTRICAL FEED. OFFICE 1 BREAK [1 SURFAOL MuuNTED VOICE/DATA OUTLET MOUNTED BELOW COUNTERTOP WITH (3) CATAGORY RG45 SEAT VOICE/DATA CABLES BY COMMUNICATION SYSTEM CONTRACTOR. ® RECESSED MOUNTED VOICE/DATA OUTLET MOUNTED IN FLOOR BOX SITE (3) CATAGORY R645 5688 VOICE/DATA CABLES BY COMMUNICATION SYSTEM CONTRACTOR. STANDARD SURFACE -MOUNT QUAD BOXES WITH 1/2" FLEX BY ELECTRICAL CONTRACTOR. MOUNT OUTLETS BEHIND COUNTER DRAWERS. (TYP) NOTE: CUSTOMER CARE AND EXPRESS ELEVATION DETAILS SERVE AS A GENERAL REFERENCE ONLY, ACTUAL SITE CONDITIONS MAY VARY. THE ELECTRICAL CONTRACTOR IS 15 RESPONSIBLE FOR RESOLUTION TO ANY VARYING SITE CONDITIONS. I WORK 1 002 1 CONFERENCE I OOS I 0 FLUSH MOUNTED VOICE/DATA OUTLET WITH. (3) CATAGORY R845 55813 VOICE/DATA CABLES. OUTLET BOX AND CONDUIT STUB TO ACCESSIBLE CEILING SPACE BY ELECTRICAL CONTRACTOR - OUTLETS, COVER PLATE, LABELING, AND WIRING SY COMMUNICATION SYSTEM CONTRACTOR. RECESSED FLOOR MOUNTED VOICE/DATA OUTLET. FLOOR BOX AND EMPTY CONDUIT TO ACCESSIBLE CEILING SPACE SY ELECTRICAL CONTRACTOR - VOICE/DATA OUTLETS, LABELING, AND WIRING BY COMMUNICATIONS SYSTEM CONTRACTOR. 640108 (W 3/4' K.OJ. BY ELECTRICAL CONTRACTORT VOICE/DATA CABLES AND DEVICES, BY COMMUNICATION CONTRACTOR. (TYPJ I CUSTOMER CARE COUNTER 1 ® UTOfN4ER CARE 4 EXPRESS COUNTER ELEVATIONS NOT TO SCALE SALES 1 .001 I O ELECTRICAL COMMUNICATION PLAN N I/4 "=ILO" 84010B (W I/2' EA), BY ELECTRICAL CONTRACTOR. WIREMOLD 8-4000 SERIES TWO -PIECE SURFACE STEEL EL RACEWAY ASE BARRIER R BE POWER AND DATA RACEWAYS. WIREMOLD ANT BARRIER BY ELECTRICAL CONTRACTOR. (TYP.) FLOOR G(TYPJ SH DRAWER FLEX HIRING, BY ELECTRICAL CONTRACTOR. (TYP) COMMUNICATION WIRING NOTES I. THE COMMUNICATION WIRING INSTALLATION SHALL CONFORM TO ALL REQUIREMENTS OF THE COMMUNICATIONS CABLING SPECIFICATIONS. REFERENCE SHEET C2. 2. THE COMMUNICATION SYSTEM CONTRACTOR SHALL FURNISH AND INSTALL ALL VOICE AND DATA CABLES, INCLUDING PROPER TERMINATIONS AT EACH END; FURNISH AND INSTALL VOICE HIRING TERMINATION BLOCKS, DATA PATCH PANEL, EQUIPMENT RACK AND PATCH CABLES; .'"ND TEST ALL WIRING PER THE COMMUNICATIONS CABLING SPECIFICATIONS. REFERENCE SHEET C2. 3. ALL TERMINATIONS ARE TO BE LABELED PER THE COMMUNICATIONS CABLING SPECIFICATIONS. REFERENCE SHEET C2. PULL VOICE/DATA GAMINS FROM THIS POINT. 840108 64 3/4' KAJ, BY . ELECTRICAL CONTRACTOR. CONTRACTOR) UTLEE N UPPER FACE AL PLATE. (TM) WIREMO 640468 -2 TWO 6ANG Ol1PLEX DOVER BY ELEGTRIGAL CONTRACTOR. HIREHOLD G-4000 SERIES CONTRACTOR, (IYR) VOICE/DATA CABLES PULLED FROM FULLED BY REAR OF EXPRESS AREA,, CABLES THO -PIECE SURFACE STEEL RACEWAY STEM, BY ELECTRICAL CONTRACTOR. (TYP.) ELECTRICAL FEEDERS PULLET FROM ,UNCTION BOX MOUNTED IN WALL AT REAR OF EXPRESS AREA. FEEDERS PULLED BY ELECTRICAL CONTRACTOR. VOICE/DATA OUTLETS BY COMMUNICATION CONTRACTOR) IN LOWER FACE PL...TE. (1YP.) I EXPRESS COUNTER I NOTE: EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND SITE VISITS AND MAY NOT REFLECT EXACT 'AS- BUILT" CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CONTRACTOR SHALL CAREFULLY COORDIN- ATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS. r i n HENDERSON ENGINEERS ® ; ® INCORPORATED FECHANICAL / ELECTRICAL EESIGN mNSULTANTS I 11927W. )Bm Bar LB"E... KB BBEIa 1>3 1313 -482 -3371 FNC e13- 92 -3429 REES MASILIONIS TURLEY ARCHITECTURE 210 w.19TH TERRACE KANSAS OTT. MO 6470E • snFEES- SNDIO.cam ,8161421878 0816.842.1292 ALTERATION FOR SPRINT PCS PARKWAY SUPERCENTER 17430 SOUTHCENTER PARKWAY TUKWILA, WA 98188 Disclaimer Project Number: 98290 Stamp EXPIRES 12 1 7, M I Revisions Date ilemons Drawn By 13 July Iq lS electrical Communications Plan C 1 HIFYOFTE WILA Jul 2 6 1995 PERMIT CENTER C.OM^M UNIti:,AT)OINS CABLING SPEGIEICATIQNS PART 40 - GENERAL 8.01 - SCOPE OF WORK: A REQUIREME7NT, PROVIDE. TEST AND DOCUMENT ALL THE NECESSARY ELEMENTS FORA VOICE/DATA GOMMJNICATIONS CABLING D1STRABUTADN SYSTEM FOR SPRINT PUS. NOTE ACTUAL STATION COUNTS TO BE TAKEN 01F THE COMM DEN INGS FOR EACH SPECIFIC SITE. B. ONLY NEW EQUIPHENT AND MATERIAL, PRODUCED EY MANUFACTURERS THAT ARE RECOGNIZED NATIONALLY BY THE TELECOMMUNICATIONS INDUSTRY AND APPROVED BY UNDERWRITERS LABORATORY SHALL BE USED G_ (WORK INCLUDED. 1. VOTGEIDATA C MINI UNIGATIDNS BACKBONE AND HORIZONTAL DISTRIBUTION SYSTEMS 2. VOICE/DATA GOMMUNICATAONS TERMNATTON AT Y4ORKSTATAONS AND OFFICES 3. ALL CROSS CONNECTING BLOCKS AND MOUNTING HARDWARE 4. ALL CABINETS, EGIAPHENT HOUSINGS WIREMINDERS. AND MOUNTING BRACKETS 5. ALL DISTRIIMITIOON FRAMES NA LL FRAMES, LADDER RACK AND MKAUNTTNG BRACKETS 6. ALL STATION CABLING, JACKS. PATCH CORDS, AND CONNECTING GABLES 1. ALL SPLICING AND SPLICE ;PROTECTION MATERIAL 5. ALL FIRE -STOP MATERIALS 4. ALL GABLE MOUNTING MATERIALS TO_ ALL THE WRAPS, EDUSHNGS. AND MISCELLANEOUS PARTS AND MATERIALS 11. ALL fROUNDUNG MATERIALS ALICEPT GROUND CON , IO S) NN NEOTE ,.,1b MIRES AND CONNECTORS NOR DISTREBUTNG GROUND TO ALL MOUNTING RACKS. DATA CABINETS, LADDER RATTLE, PROTECTOR MOT TLES. AND CABLE SHEATHS 12_ ALL EARTHQUAKE BRACING MATERIALS, BRACKETS AND MCSINTTN6 HARDWARE E02 - WORK FURNISHED AND INSTALLED BY OTHERS A E'LEGTRIGAL WORK, EMT CONDUIT, CABLE TRAY IN CEILINGS. STANDARD ELECTRICAL BACK BOXES AND MUD RINGS, VNCTIDN BOXES, PULL BOXES, DUCTS, PULL HIRES/STRINGS. FLOOR MONUMENTS, MASTER BUILDING GROUND CONNECTIONS, CLOSET/MAIN EQUIPMENT ROOM GROUND BUS BARS. B. STRUCTURAL WORN., WALL OPENINGS PLATFORMS STAIRS. ROUGH AND FINISH TRIM PAINTING, PATCHING. PLASTERING, CARPETS. FLOOR COVERINGS. GLAZING. ACOUSTICAL TREATMENT, HEATING, VENTILATING AIR CONDITIONING, STORAGE SHELVES AND CABINETS. PROVISION OF TELEPHONE SWITCHING EQUIPMENT, AND PLACING OF TELEPHONE INSTRIINENTS, ARE NOT A PART OF THIS SECITL ? D. ALL LOCAL AREA NETWORK (AHU) HUB EQUIPMENT. INCLUDING ITS TESTING AND TURN UP. 103 - SYSTEM DESCRIPTION, A BACKBONE DSTR1BU71ON CABLE. NONE NEEDED AS ALL STATIONS HO•ERUN TO SINGLE EQI.IFTENT ROOM_ B_ HORIZONTAL DISTRINJITON CABLE: THE HORIZONTAL VOICE/DATA GABLES SHALL BE COMPOSED OF THREE EL CERTIFIED CATEGORY 5, OHM UNSHIELDED TWISTED -PAIR CABLING. FOUR PAIRS PER GABLE SHEATH. SOME LOCATIONS WILL HAVE COAX VIDEO GABLE DROPS G WORKSTATION OUTLETS: EACH TECHNOLOGY OUTLET LOCATION SHALL BE PROVIDED WITH THREE COMMUNICATIONS CABLES IN EACH OUTLET. ALL GABLES SHALL RUN TO THE NEAREST INTERMEDIATE DISTRIBUTION FRAME (OF), OR BE HOMERUN DIRECTLY TO THE MDF IN SMALLER LOCATIONS. THE MAJORITY OF THE OUTLETS WILL CONSIST OF ONE SINGLE - GANG SAGKBOX. 1D4 - SUBMITTALS, A WITH THE BID: THE FOLLOWING ITEMS MUST BE SHITTED WITH THE BID, WHERE APPLICABLE, 4, COMPLETELY FILLED OUT BD FORM. 2. BILL OF MATERIALS/WORKSHEET SHOWING QUANTITIES AND PART NUMBERS OF ALL MATERIAL INCLUDED IN BID. 3. WORKFORCE SCHEDULING PLAN SHOWING i.'.MEERS WORKERS, AND DATES WHEN ON-SITE. i O5 - SPFGIFiATIONS STANDARDS AND RFEIULATOR REQUIREMENTS: A SPECIFICATIONS, THE VOICE/DATA COMMUNICATIONS DISTRIBUTION SYSTEM SHALL COMPLY AS REQUIRED WITH THE FOLLOWING SPECIFICATIONS. AS NOTED. BIDDERS ARE EXPECTED TO HAVE ACCESS TO THE FOLLOWING REFERENCE MATERIAL TO ENSURE CONFORMITY TO THE SPECI- IGATION5. I, NORTHERN TELECOM IBDN WIRE AND CABLE PRODUCT SPECIFICATIONS 2. ATIT SYSTIMAXr WIRE AND CAS E PRODUCT SPECIFICATIONS 3. UNDERWRITERS LABORATORIES (1IC)- APPLICABLE LISTINGS AND RATINGS 4. UNDERWRITERS LABORATORY (IL) LAN CABLE CERTIPIGATION LEVEL 5 5. NATIONAL ELECTRIC CODE (ARTICLES 110, 800, LATEST ISSUE), AFD CALIFORNIA ELECTRICAL CODE 6. CODES NATIONAL, STATE, AND LOCAL OSHA, BUILDING AND FIRE T. ANSI XUT95/FIBER DISTRIBUTED DATA INTERFACE mono SPECIFICATIONS 8. EIA/TIA-568A, 569. 606, AND (207, AND TSB -61, STANDARD. COMMERCIAL BUILDING TELECOMMUNICATIONS WIRING n995 OR LATEST) '"'1 9. IEEE (INSTITUTE OF ELTHEECTRICAL RNE AND ELECTRONIC / ENGINEERS) 502.3 E :)1.1,0%, 10. SIGSI TELECOMMUNICATIONS DISTRIBUTION METHODS ( • MANUAL (NESS OR LATEST) 11. FCG PART 68300 .,.,♦B. CONFORMANCE 4 I. WORK AND MATERIALS SHALL CONFORM TO THE LATEST RULES OF THE NATIONAL ELECTRIC CODE, THE NATIONAL BOARD OF FIRE UNDERWRITERS (WHEREVER STANDARDS HAVE BEEN ESTABLISHED), THE NATIONAL FIRE PROTECTION ASSOCIATION (NFPA 10 -1990 OR LATEST) AND CONFORM TO THE REGULATIONS OF THE STATE FIRE MARSHALL, ALL OSHA REGULATIONS AND REQUIREMENTS. AND THE LOCAL BALDING. FIRE AND ELECTRICAL CODES OF THE VARIOUS LOCATIONS NATIONWIDE. NOTHING IN THESE SPECIFICATIONS SHALL BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THE MOST STRINGENT OF APPLICABLE COPES. 2. SHOULD ANY CHANGE BE NECESSARY TO THE COMM DRAWINGS OR SPECIFICATIONS TO MAKE THE WORK COMPLY WITH THESE REQUIREMENTS, THE CONTRACTOR SHALL NOTIFY THE OWNER AT ONCE AND TEMPORARILY CEASE WORK ON ALL PARTS OF THE CONTRACT WHICH ARE AFFECTED. G. WARRANTY, CONTRACTOR MUST FULLY WARRANT PROPER OPERATION OF INSTALLED SYSTEM AND COMPONENTS FOR A MINIMUM OF FIFTEEN YEARS AFTER SYSTEM TURNOVER TO OWNER. THE CONTRACTOR SHALL PROVIDE BOTH A 'PERFORMANCE' AND AN 'APPLICATIONS LEVEL WARRANTY. SUCH AS ATI TS SYSTIMAXr OR NORTHERN TELECOMS ISDNr PROGRAM. PROVIDE COMPLETE DOCUMENTATION OF WARRANTY PROVISIONS 141TH THE BID. PART 2 - PRODUCTS 2.01 - ACCEPTABLE MANEACTURERSS MATERIAL USED SHALL BE OF THE MANUFACTURERS LISTED BELOW OR BY OWNER APPROVED EQUAL. A. ATIT, NORTHERN TELECOM, OR OWNER APPROVED EQUAL FOR ALL CABLING, BOTH BACKBONE COPPER AND FIBER OPTIC, AND STATION CATEGORY 5 UTP GABLES B. AT&T, NORTHERN TELECOM, OR OWNER APPROVED EQUAL FOR COPPER CABLE FUSE PROTECTORS AND CROSS - CONNECT WIRE G. ATIT, NORTHERN TELECOM, OR OWNER APPROVED EQUAL FOR WORKSTATION OUTLETS, UTP 48 PORT CATEGORY 3 PATCH PANELS, VP 24 PORT 148 PORT CATEGORY 5 PATCH PANELS, LiNE CORDS AND PATCH CORPS 7. DAMAG, SOUTHWEST DATA PRODUCTS, OR OWNER APPROVED EQUAL FOR CABINETS E. AT&T. NORTHERN TELECOM, SIECOR, BERK -TEK, OR OWNER APPROVED EQUAL FOR FIBER OPTIC BACKBONE CABLES, FIBER PATCH CABLES F. ATIT. NORTHERN TELECOM, SIECOR, OR OWNER APPROVED EQUAL FOR FIBER OPTIC 5C CONNECTORS G. AT&T, NORTHERN TELECOM, OR OWNER APPROVED EQUAL FOR FIBER OPTIC PATCH PANELS H. ATIT, ITTRTHERN TELECOM, OR OWNER APPROVED EQUAL FOR 110 -TYPE BLOCKS AND MOUNTING FRAMES I. CHATSI -NORTH OR OWNER APPROVED EQUAL FOR WALL FRAMES, RELAY RACKS, AND LADDER RACKING J. CADDY OR OWNER APPROVED EQUAL FOR ALL J - HOOKS AND CLIPS 202 - MATFRIAI S A. INTRA - BUILDING BACKBONE CABLE, NONE NEEDED. B. HORIZONTAL DISTRIBUTION CABLES: I. VOICE/DATA UTP ELATION CABLES: FOR CABLES RUN IN THE OVERHEAD CEILING SPACE, ATIT P/N 2065, OR NO,.:'HERN TELECOM FOUR -PAIR, UNSHIELDED TWISTED - PAIR CABLES. CABLES MUST BE UL LISTED TYPE GNP. EACH CATEGORY 5 CABLE MUST MEET ALL IBM TYPE 3, IBM TOKEN RING (IS MEPS), AND IEEE IOBASET, AS WELL AS IOOBASET /IODVG /CPDI, 100 ME/SEC OVER UTP, AND FDDI SPECIFICATIONS. MUST EQUAL OR EXCEED UL CABLE CERTIFICATION CATEGORY 5. 2. COAX VIDEO CABLES: RG -6U, COAX CABLE, UL LISTED AS CL2P. C. VOICE/DATA OUTLETS: ATIT P/N MPSIOOBH OR NORTHERN TELECOM MULTI - COLORED, EIGHT - WIRE EIA/TIA 5685 JACK MODULES, EL CERTIFIED CATEGORY 5. FLUSH- MOUNTED OUTLETS TO USE ATIT PM MI4A OR NORTHERN TELECOM FACEPLATES. SYSTEMS FURNITURE OUTLETS TO USE ATIT P/N MIO45MB OR NORTHERN TELECOM SURFACE - MOUNT BOX. WIREMOLD AND FLUSH -FLOOR OUTLETS TO USE ATI P/N MIO6FR4 OR NORTHERN TELECOM MODULAR MOUNTING FRAME, MOUNTED BEHIND WIREMOLO OR APPROPRIATE COVERS. OUTLET JACK COLORS 70 BE BLUE, ORANGE, AND GREEN. D. INTERMEDIATE DISTRIBUTION FRAMES (VFW, NONE USED. E. MAIN DISTRIBUTION FRAME (MDF) IN LOCATIONS WITH A MAIN COMPUTER ROOM, OR IN LOCATIONS WITH ONLY ONE TELECOM ROOM: I. VOICE/DATA GABLE PATCH PANELS, ATIT P/N R - 12150B- 48, OR NORTHERN TELECOM 48 PORT GAT 5, 8 WIRE, KEYED, RJ - 45, EQUIPPED WITH 5686 PINOUTS. PANDUIT CAT 5 WIREFNN ONE AT THE TOP OF UPON RACK, AND ONE BETWEEN EACH PATCH PANEL. ONE HOMACO P/N HEM -N9 -SRC AT THE BELTLINE OF EACH RACK ALL THREE STATION CABLES TO BE TERMINATED ON PATCH PANELS, A B, 8 C. USE AM T PM L2300 COLORED ICONS, ELITE. ORANGE, AND GREEN. 2. PBX PORT PATCH PANELS, 48 PORT, 4 -HIRE, NON- KEYED. RJ-45 EQUIPPED, CAT 3 PATCH PANELS, WITH 50 PIN AMPHENOL CONNECTORS, MANUFACTURER NOT IDENTIFIED, TO CARRY PBX VOICE PORTS FROM WALL TERMINATION FIELD TO RACKS WHERE THE STATION CABLES ARE TERMINATED. 3. VOICE CABLE UTP WALL PUNCH DONN BLOCKS, ATI T IIOAWI -3OO OR NORTHERN TELECOM PUNCH -DOWN BLOCKS, AND 25 PAIR SE AMPHENOL- EQUIPPED CAT 3 FEEDER CABLES, CONNECTED TO PBX PORT PATCH PANELS. 4. DATA HUB EQUIPMENT CABINETS, F. MISCELLANEOUS EQUIPMENT, 1. CROSS- CONNECT WIRE, ATIT CGW -F 24 AWG HOOK -UP WIRE, 2- CONNECTS FOR ALL STATIONS. UL LISTED CROSS - CONNECT WIRE. 2. PATCH CORDS: GREEN, CAT 5 UTP, KEYED MODULAR PATCH CORDS, ATIT P/N DBAU OR NORTHERN TELECOM EACH 3 FEET IN LENGTH FOR PATCHING WORKSTATION JACKS TO HUB PORTS. CAT 3, NON -KEYED SILVER SATIN PATCH CORDS, EACH 3 FEET IN LENGTH FOR CONNECTING VOICE PORTS TO WORKSTATION JACKS. SUPPLY ONE PATCH CORD OF EACH TYPE PER STATION DROP. 3. LINE CORDS: GREEN, CAT 5, KEYED PATCH CORDS, ATIT PM DBAU, , 12 FEET IN LENGTH FOR CONNECTING WORKSTATION JACKS TO NIC CARDS, RJ ON BOTH ENDS. SUPPLY ONE LINE CORD PER STATION DROP. 4. MODULAR FURNITURE CABLE WHIPS, TEN XTRAFLEX NON- METALLIC TUBING, PM EFCl25, BLACK, 11/4 INCH TRADE SIZE, WITH 45 ALL PLASTIC FITTINGS, AS MAY BE REQUIRED PER COMM DRAWINGS, TO CARRY STATION CABLES FROM WALL/FLOOR OPENINGS INTO BASE OF MODULAR OR MANUFACTURED FURNITURE FOR ROUTING TO WORKSTATION CLUSTERS OR COUNTERS. 5. VIDEO COAX CABLE PATCH PANELS, EQUIPPED WITH F- SERIES, (F -81 TYPE) FEMALE/FEMALE, BULKHEAD CONNECTORS. PART 3 XECUTION 3.01 - GENERAL A FOR WORKSTATION PATCH PANELS AND HUB ELECTRONICS: SOUTHWEST DATA (SWOP) PRODUCTS, P/N SWE 456 -P, 23'WX241DX48'H, DOUBLE SWING WALL - MOUNTED CABINET, W/PLEXI DOOR AND LOCKS. B. FOR NETWORK SERVERS AND PCS, USE ABOVE CABINET. A. ALL INSTALLATION WORK SHALL BE DONE BY QUALIFIED CRAFTSPEOPLE IN A NEAT, HIGH QUALITY MANNER AND SHALL CONFORM WITH THE MOST STRINGENT OF APPLICABLE LOCAL, STATE, AND FEDERAL BUILDING CODES PURSUANT TO PARAGRAPH 1.05 OF THIS SPECIFICATION. B. CABLES SHALL BE PLACED WITH SUFFICIENT BENDING RADIUS SO AS NOT TO KINK, SHEAR, OR DAMAGE JACKETS, BINDERS OR CABLES, INCLUDING WHERE CABLES ARE COILED FOR FUTURE USE OR SLACK. BENDING SHALL NOT EXCEED MANUFACTURERS' SPECIFIED BEND RADII. CABLE SHALL NOT BE WRAPPED AROUND THE FEET OF SYSTEMS FURNITURE. C. TIE WRAPS SHALL NOT BE PULLED 50 TIGHT AS TO KINK OR CRIMP THE CABLE JACKETS. D. IN NO EVENT SHALL ANY STATION CABLES BE SPLICED (BETWEEN CLOSETS AND WORKSTATION LOCATIONS). E. CEILING TILES BROKEN OR DEFACED BY THE CONTRACTOR DURING THE INSTALLATION AND TESTING PROCESS SHALL SF REPLACED AT THE COST TO THE CONTRACTOR. F. THE CONTRACTOR SHALL ENSURE THAT ALL FLOOR AND WALL PENETRATIONS WILL BE FIRE - STOPPED TO THE SATISFACTION OF THE OWNER AND AS REQUIRED BY APPLICABLE CODES. PROVIDE FIRESTOP IMMEDIATELY AFTER ALL CABLES HAVE BEEN INSTALLED. G. CONTRACTOR SHALL INDIVIDUALLY AND PROPERLY GROUND ALL RELAY RACKS, LADDER RACK, EQUIPMENT CABINETS AND INSIDE AND OUTSIDE PLANT CABLE SHIELDS, WHEREVER THE CABLES LEAVE THE SHEATHS, TO OWNER- SUPPLIED BUILDING GROUNDS. H. CONTRACTOR SHALL INDIVIDUALLY AND PROPERLY GROUND ALL VOICE PUNCH -DOWN GABLE FRAMES AND OTHER CONTRACTOR - SUPPLIED HARDWARE IN THE MAIN DISTRIBUTION FRAME AS REQUIRED TO THE OWNER SUPPLIED SIGNAL GROUND POINTS. I. DAISY - CHAINING OF EQUIPMENT GROUNDING 15 NOT PERMITTED. J. GROUNDING SHALL CONFORM TO EIA/TIA 601 AND NEC ARTICLES 250 AND 500. NEC ARTICLE 800 -40 REQUIRES MINIMUM .6 AWG, OR BETTER, WIRE BE USED FOR GROUNDING TO MAIN BUILDING GROUND. K. CONTRACTOR SHALL PERFORM A DAILY CLEANUP FOLLOWING ALL INSTALLATIONS AND TERMINATIONS. 3.02 - INSTALLATION, A. HORIZONTAL DISTRIBUTION CABLES I. INSTALL FOUR -PAIR CATS UTP AND COAX STATION CABLES AS 5NONN ON THE COMM DRAWINGS, WITH JACKS PLACED IN FAGEPLATES AS DESCRIBED IN THIS SPECIFICATION 2. THE GABLES FOR A TYPICAL FLUSH MOUNTED CLOSED WALL OUTLET EXTENDS FROM THE OUTLET, UP INSIDE THE WALL CONDUIT TO THE CEILING SPACE, THEN RUN TO THE NEAREST TDP OR THE MDF FOR VOICE AND FOR DATA, AND TERMINATED ON PATCH PANELS. 3. WHEN INSTALLING CABLES IN CONDUITS WITH PULL - STRINGS, REPLACE PULL - STRINGS USED WITH NEW ONES. 4. ALL GABLES WILL RUN PARALLEL OR AT RIGHT ANGLES TO ALL EXISTING WALLS. B. IDES (NONE USED) C. MDF I. INSTALL WALL -HUNG CABINETS ON THE FINISHED WALL AS SHOWN ON COMA DRAWINGS. 2. INSTALL COPPER BACKBONE CABLES, AS REQUIRED, ON 110 PINCH BLOCKS ON MOP AS SHOWN ON COMM DRAWINGS. 4. ALL UTP STATION CABLES ARE TO BE RUN TO CAT 5 PATCH PANELS, MOUNTED IN CABINETS, ALLOWING FOR AN 'ANY TO ANY CONFIGURATION. 5. INSTALL PBX PORT VOICE GAT 3 VOICE PATCH PANELS, EQUIPPED WITH 50 PIN AMPHENOL CONNECTORS IN RACKS. PLUG SE AMPHENOL 25 PAIR CABLE INTO THE BACK OF EACH PATCH PANEL. RUN THE CABLES TO THE WALL TERMINATION FIELD. THEN TERMINATE THE RAW END OF EACH 25 PAIR CABLE TO 110 WALL FRAMES. THIS ALLOWS OWNER TO USE PJ PATCH CORDS TO CONNECT ANY VOICE PORT, OR ANY DATA PORT TO ANY STATION JACK, IN THE CABINET. D. LABELING SCHEME I. STATION CABLES ARE TO BE MACHINE LABELED ON EACH END OF THE CABLES, BOTH AT THE WORKSTATION OUTLETS, AND ON THE PATCH PANELS WITHIN 2 INCHES OF THE TERMINATION, AND ON THE FACE OF BOTH THE WORKSTATION OUTLETS AND PATCH PANELS, WITH, A. CABLE OR LOCATION NUMBER, USUALLY ROOM NUMBER B. JACK DESIGNATOR, COLOR: TYPICAL USE: DESIGNATION BLUE ORANGE GREEN VOICE- DIGITAL PHONE VOICE - ANALOG MODEM/FAX DATA/COMPUTER JACK A B. C, EACH WITH A SEPARATE COLOR. A B G C. AN EXAMPLE OF A CABLE LABEL 15 '101'. FINAL OUTLET AND BLOCK LABELING METHODS TO BE APPROVED BY OWNER BEFORE LABELING IS DONE ON OUTLETS AND BLOCKS. 2. THE ABOVE RECOMMENDED LABELING SCHEME SHOULD BE COORDINATED WITH ANY EXISTING STANDARDS WHICH MAY ALREADY BE IN USE BY THE OWNER. 3.03 - TESTING. A. ALL HORIZONTAL CABLES, OUTLETS AND TERMINATIONS SHALL MEET OR EXCEED ALL PERFORMANCE SPECIFICATIONS DESIGNATED BY ANSI, EIA/TIA 568A ANNEX E, OR IEEE, FOR TELEPHONE, TERMINAL TO CPU, IOBASET, IOOBASET, AND FDDI. B. TESTING AND LABELING SHALL BE COMPLETED PRIOR TO OCCUPANCY AND, WHERE POSSIBLE TEST RESULTS PRESENTED TO OWNER DURING CLOSE -GUT. C. TESTING OF ALL HORIZONTAL GABLES AND OUTLET JACKS. MUST INCLUDE END -TO -END TESTS USING AN EIA/TIA TSB 61, LEVEL II COMPLIANT TESTING DEVICE SUCH AS A MICROTEST PENTASCANNERI, OR OWNER APPROVED EQUIVALENT. THE DOCUMENTATION MUST SHOW THE CUTLET DESIGNATION, THE NAME OF THE TECHNICIAN WHO ACTUALLY PERFORMS THE TEST, AS WELL AS THE TIME AND DATE WHEN THE TEST WAS PERFORMED. THE RESTATE FOR EACH WORKSTATION OUTLET MUST SHOW THE RESULTS OF THE FOLLOWING TESTS: I. OPENS 2. SHORTS 3. GROUNDS 4. CONTINUITY 5. POLARITY, OR PAIR REVERSALS 6. DC RESISTANCE 1. IMPULSE NOISE 8. SIGNAL ATTENUATION 0 FROM 200 KHZ TO 100 MHZ IN 100 KHZ INCREMENTS (CATEGORY 5) 9. INSERTION LO55 0 200 KHZ TO 100 MHZ IN 100 KHZ INCREMENTS (CATEGORY 5) 10. NEXT (NEAR -END CROSSTALK) 0 FROM 200 KHZ TO 100 MHZ IN 100 KHZ INCREMENTS (CATEGORY 5) 11. STATION CABLE LENGTH /OVERALL LOOP RESISTANCE C. ANY CABLES FAILING TO MEET ABOVE INDICATED STANDARDS MUST BE REMOVED AND REPLACED, AT NO COST TO THE OWNER, WITH CABLES THAT PROVE, IN TESTING, TO MEET TIE STANDARDS. THE INSTALLATION HILL NOT BE ACCEPTED REEL TESTING DOCUMENTATION HAS REPORTED THAT ALL PAIRS IN ALL CABLES MEET THE APPROPRIATE STANDARDS. 3,04 - DOCUMENTATION, A CABLE RECORDS, THE CONTRACTOR MUST PROVIDE A DATABASE OF CABLE RECORDS, BOTH HARD COPY AND ON FLOPPY DISK, USING CDBP) DBASE FORMAT, FOR INPUT INTO OWNERS FACILITIES MANAGEMENT PACKAGE. THE CABLE RECORDS FORMAT MUST INCLUDE AT LEAST THE FOLLOWING INFORMATION ABOUT EACH CABLE: L BALDING 2. FLOOR 3. ROOM/LOCATION CODE /JACK ID. 4. RISER/BACKBONE OR DISTRIBUTION CABLE PAIR AASSI TUTS 5. TEST RESULTS b. STATION CABLE LENGTHS /OVERALL LOOP RESISTANCE B. PROJECT DOCUMENTATION, OWNER WILL PROVIDE SEPIAS OF CONTRACT COMM DRAWINGS TO CONTRACTOR PRIOR TO CLOSE- OUT. CONTRACTOR SHALL TRANSFER AS -BUILT DOCUMENTATION FROM FIELD PRINTS ONTO CONTRACTOR - PRODIYED MYLA_RS. ONLY Mri1XR5 WILL BE ACCEPTED AS A REPRODUCIBLE MEDIUM. ADDITIONALLY CONTRACTOR TO PROVIDE FOUR (4) SETS OF BUIELINES PRODUCED FROM AS- BUILT DOCUMENTATION. IF SIGNIFICANT DISCREPANCIES ARE FOUND ON THE AS -BUILT COMM DRAWINGS, CORRECTIONS SHALL EE MADE AND ADDITIONAL REPRODUCTION COSTS WILL BE BORNE BY THE CONTRACTOR. AS -BUILT COMM DRAWINGS AND CLOSE -OUT PACKAGE SHALL INCLUDE AT LEAST THE FOLLOMNK: I. LOCATIONS OF ALL TECHNOLOGY OUTLETS, CABLE LOCATION ITIiMBERS, CONDUIT, GABLE TRAY, LADDER RACK, SLEEVES AND J -HOOKS 2. DOGIAMB4TATION OF ALL BACKBONE CABLE AND PAIR ROUTINGS AND ASSIGNMENTS 3. CUT SHEETS SHOWING STATION AND BACKBONE TERMINATIONS AND PAIR ASSIGNMENTS 4. DOCUMENTATION OF ALL MAIN DISTRIBUTION FRAME (MDF/IDF) TERMINATIONS 5. TEST RESULTS END OF SECTION NOTE: EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND SITE VISITS AND MAY NOT REFLECT EXACT 'AS- BUILT - CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CONTRACTOR SHALL CAREFULLY COORDIN- ATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS. rn HENDERSON ENGINEERS . / INCORPORATED ivcCMA 1 ELECTRICAL CESIQ O N t'DNSULTANTS ANTS 11827W. IBIw Sir LFNO,0. ,B 88214 TEL: 819 -492 -9371 FAX 919 - 492.3428 REES HAS/LION'S TURLEY ARCHITECTURE • ...REFS- snIOKLam •816.8427878 •816.8421292 PARKWAY SUPERCENTER 17430 SOUTHCENTER PARKWAY TUKWILA, WA 98188 emomen Disclaimer Revisions Drawn By 210 M19TN TERRACE KANSAS CRT, MO 64108 ALTERATION FOE SPRINT PCS Project Number: 98290 noie Date 13 .July 1998 Communications Specifications CITY OF TUKWILA JUL 2 13 1998 PERMIT CENTER C2