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HomeMy WebLinkAboutPermit D97-0257 - OFFICE DEPOT - REMODELCity of Tukwila ( Parcel No: 262304 -9119 Address: 300 ANDOVER PK W Un: 400 Suite No: Location: Category: ARET Type: DEVPERM Zoning: TUC Const Type: II -N Gas /Elec.: Units: 001 Setbacks: North: 0 South: Water: N/A Sewer: - N / Wetlands: Slopes: N Contractor License No:. ' MAGNUEG060J0 Permit Center Authorized Signature:_ Signature:__ DEVELOPMENT PERMIT (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Permit No: Status: Issued: Expires: Occupancy: STORE UBC: 1994 Fire Protection: SPRINKLERS /AFA East: .0 West: .0 Streams: OCCUPANT OFFICE DEPOT 300 ANDOVER PK W, TUKWILA, 'WA 98188 OWNER SEGALE M A INC P BOX 88050, TUKWILA WA. 98188 CONTACT ERIC KOCH Phone: 425-827-3282 P.O. BOX 2337, KIRKLAND, WA 98083 CONTRACTOR ,MAGNUM ENT GENERAL CONTR INC 251 ,W WOODLAND. DR, ANAHEIM CA 92801 k** ***** icsk4r***lr****** ***** ** ****** ** ** ** **** ** * **** ********** **** * ** k** *tk**** **** *** Permit Description: REMODEL 'INTERIOR ;FOR NEW OFFICE DEPOT LOCATION.. k***************************************************** * *,k * * * * * * * * * * * * * * * * * * * * * * * *kk* Construction Valuation: $ 500,000.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No Size(in): .00 'Flood Control Zone: N Hauling: N Start .Time: Land Altering: N Cut: Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time : Sanitary Side Sewer: N No: Sewer Main Extension:. N . Private: N. Public: N Storm Drainage: N Street Use: N Water Main.' Extension: N Private: N Public: N ******************************************************** * * * * * * *•k * * * * * * * * * * * * * *k * *k* TOTAL DEVELOPMENT PERMIT FEES: $ 4,768.46 ********************** * * * * * *k * ** * * * * * * * * * * * * * * ** * ** * * * *•k * * * *•k * * * * * * * * * * * * * * * * * *** End Time: Fi l l I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development permit. Date: D97 -0257 ISSUED 09/04/1997 03/03/1998 Date: q � �I Print Name: ' n tr This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. , ........./..,.. ,....... CERTIFICATE OF OCCUPANCY CITY OF TUKWILA 6300 .SOUTHCENTER BOULEVARD, SUITE 100' TUKWILA, WASHINGTON 98188 . .. Ot.cupant OFFICE. DEPOT 0 Addy s 300 ANDOVER Pi ' I`MTERIOR FOR NEW UFFICEi DE.FUT . LOCATION BUILDING (FF P fAL ' THIS:CERTIFICPTE I'I,SUED PURSUANT TI) THE REOUIPCMENTJ OF SE' TION 109 OF THE ,UNIFORM BUILDIt4I COLIC CEPTIFXI�NG THAT ,AT THE TIME OF ISSUANCE THIS STRUCTURE WAS. IM ..COMPLIANCE" WITH:'THE .VARIOUS, .ORDINANCES OF ',.THE CIT' ::REGULATING BUILDING CONSTRUCTION OR US.E "AND ALL APPLICABLE ,.CITY FIRE' CODES :' FOR :THE FOLLOWING; Perm 4.t` No: 09770257 :•:�b . i t o No Occupant Lo 422 Type'. of. Ct t t:: II N THIS CCRTIFICATE MUST BE CONSPICUOUSLY ON THE PREMISES' '�- CITY OF TUKWILA ` Address: � 30 ANDOVER PK W un: 400 '`Permit No: D97-0257 Suite: ` ' Tenant: Status: ISSUED e: DEVPERM ' ` Applied: 07/31/1997 Parcel #: 262304~9119 Issued: 09/04/1997 *****k*****k**********k**k**+w******+*+******+***************************** ` _permit Conditions: ' l' No chan es � Will be made to the plans unless approved by the Architect or Engineer d the_Tukwila Building Division. 2. Plumbing permits shalLbe pbtaineckthrough the Seattle-King County Department of'Public'Health. Plumbing will be inspected by that including, all gas piicring 3. Electrical perMits shalUbe obtained through,the Washington State Division of Labor and Industries and all,electrioal work wilYbe'inspected by that agency (248-:6630). 4. All mechanicaj'wOrk shall be:under separate permit issued, by the Citi%of 'Tukwila.. ' S. All permits, inspection records, and approved plans' shall be available:at the job site 'prior to the start of ,any con- ' stru,Ction. . These doouments are , to be maintained and ,avaii- able*,unt0 ' inspection approve) is granted. 6. Anyi,e4osed, backing material shall have a Flame : Spread Rating-Of 25-or less:,' and material shall bear identi- 7. rack storage reilisires,ase'par'ate'permit through.the City' State licensed Structural Engineer are required for.rack . stO'rage over eight'(8) feet in height. 8. All' tO'be in conformance with approved plansand.requirements of the Uniform Building Code (1994 ' EditionY as amended, Uniform Mechanical Code (1994 Edition), and Washington State Energy Coda (1994 Edition). , 9. Thera:shall be no.occupancy of the until the finalinspection has been completed by the Tilkwila Building 10. A CERTIFICATE OF OCCUPANCY WILL BE REQUIRED FOR THIS PERMIT. 11. Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be con- strued to be a ‘permit for, or an approval of, any violation of any of the provisions of the building code or .of any other ordinance of the jurisdiction. No permit 'presuming to give authority to violate or cancel the provisions of this code shall be valid. 12. It shall be verified in writing to the City Utilites Inspector that the fire loop system for the building contains a State Department of Health approved detector double check valve assembly. This shall be done prior to the Final Inspection. 13' All rack storage requires a separate permit through the City of Tukwila. Structural calculations stamped by a Washington State licensed Structural Engineer are required for rack storage over eight (8) feet in height. Project Name/Tenant: D'Fck p c Existing use:etail ❑ Restaurant ❑ Multi- family El Warehouse ❑Hospital ❑ Church ❑ Manufacturing El Motel /Hotel El Office Cl SchooVCollege /University ❑ Other Value of Construction: l' 000,Dao Site Address: Sec Adqcty.! 5-Az QAiz.1C WEST r S u V t 400 City State /Zip: / 11.I 1 4-wtt.A, kiA 98 1 88 Tax Parcel Number: c> AD q?)0LI - q 119 Property Owner: S ECNAI— Building Square Feet: 3 ` , 59 3 existing Phone: 2b4 '51 200b Street Address: . $00O PcW rt fiveg- L•IEs —r, s u t-VE Uo City State /Zip: Fax #: 5/5 O50 4 Contractor: Phone: Street Address: City State /Zip: Fax #: Architect: P�R:71 tV--Z5 Prizr- Hter'E L Pc_SIGN G KOU Phone: 4'L 8 27 3t82. Street Address: City State /Zip: P.D. vox. 2:557. ¥_ L..P•h&D, LAJA ca0 -2337 Fax #: 125 88) °)4b % Engineer: Phone: Street Address: City State /Zip: Fax #: Contact Person: 'y -c- l A PM--1 P cf . Phone: 425 821 32$2. Street Address: City State /Zip: ? 60X 233'7 V-t K -LANP wh 1) Fax #: 425 8:3, ("488, Description of work to be done: KE. _ Mo P- L. ()\(1 to dig- 1--11` k4 OF f '1 Fcrr LOCAr e lJ Existing use:etail ❑ Restaurant ❑ Multi- family El Warehouse ❑Hospital ❑ Church ❑ Manufacturing El Motel /Hotel El Office Cl SchooVCollege /University ❑ Other Proposed use: .( Retail El Restaurant ❑ Multi- family El Warehouse ❑Hospital ❑ Church ❑ Manufacturing El MoteVHotel El Office ❑ School /College /University ❑ Other Will there be a change of use? ❑ yes no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? .I1 yes El no Existing fire protection features: ' sprinklers , automatic fire alarm ❑ none ❑ other (specify) Building Square Feet: 3 ` , 59 3 existing Area of Construction: (sq. ft.) 3,, 59'5 Will there be storage of flammable /combustible hazardous material in the building? ❑ yes ,17 no Attach list of materials and storage location on se arafe 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets CITY OF TUKWILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Commercial / Multi - Family Tenant Improvement / Alteration Permit Application Application and plans must be complete In order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews may be determined by the Public Works Department) Cl Channelization /Striping El Curb cut/Access /Sidewalk El Fire Loop /Hydrant (main to vault) #: Size(s) ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension El Storm Drainage Cl Street Use ❑ Water Main Extension ❑ Water Meter /Exempt II: Size(s): 0 Deduct El Water Meter /Permanent # Size(s): El Water Meter Temp # Size(s). Est. quantity: ❑ Miscellaneous CTI'LhA41T.DOC 1/29/97 ❑ Flood Control Zone El Hauling ❑ Landscape Irrigation 0 Private 0 Public 0 Private 0 Public 0 Water Only gal Schedule: Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: Date application expires: Application a pn by: (initials) PLEASE SIGN BACK OF APPLICATION FORM BUILDING OWNER OR AUTHORIZED AGENT: Signature: -- Date: --7/ t /of 7 Print name: �(G k-©GA L Phone :4 �5 827 32 g2 I Fax # 425 $ 6 q ,4B $ Address P A So: 2337 K. Ca t t R t K e - Lit•ND WA °1808 -7 ALL COMMERCIAUMULTI-FAISLY TENANT IMPROVEMENT /AL grATION PERMIT APPLICATIONS M BE SUBMITTED WITH THE FOL WING: ➢ 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). El ❑ Floor plan: show location of tenant space with proposed use of each room labeled ❑ ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. ❑ ❑ Vicinity Map showing location of site ❑ ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. ❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished ❑ ❑ Construction details ❑ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. ❑ ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. ❑ ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). Cl ❑ 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 Stale 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 ! AM AUTHORIZED TO APPLY FOR THIS PERMIT. CTPLlM1T.DOC 1/29/97 ' *+*j * ** *?��� *******+k+k***a**kak*a**++A***^* CITY OFT NILA, WA Reprinted: 07/31/97 10:49 TQANSMIT ****a*****a****a*+*****awa*******+a******+******k++******* JRANSMIT Number R9700622 Amount: � ' `4,768.46 07/31/97 10:48 :..:Payment Method': CHECK ` Notatibn: PARTNERS MRCHITE Init: SLB ' Permit No: D97-0257 Type: DEVPERM DEVELOPMENT PERMIT Parcel No: 262304~9119 Site Address: 300 ANDOVER PK N ' St: Fl: Un: 400 Total Fees: 4,768.46 This Payment 4,768.46 Total ALL Pmts: 4,768.46 Balance: .00 **************************************Ak*******************k**** Account Code 000/322.100 000/345.830 000/386.904 Description BUILDING - NONHEG PLAN CHECK - NONRES STA[E BUILDING SURCHARGE Amount 2,887.25 1,876.71 4.50 1 603 07/31 1716 TOTAL 4768.46 pro, > Gi Type of insp ion: 4--- a. a Ad ` hceoee p k D to called: Special instructions: Date wanted: I_ ta- ! p.m. Re ra �i Phone , gQ �- - j� U C� / ` _ INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. n Corrections required prior to approval. COMMENTS: Inspecto( Receipt No.: INSPECTION RECORD Retain a copy with permi{,,. - **09 CAL rtic $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Date: I PERMIT NO. 206) '43670 Project:�,m ;-� Type of inspe ""'" ''"""` Address: 360 P-cc: \ Di U), Date c Ileyf : t �� I � Z W , Special instructions: Datq w ted: t /' ck , I Requeste Phone No.--)- — W - ' INSPECTION NO. " CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with pepmi II (206) 431 -3670 Corrections required prior to approval. COMMENTS: Inspector: I Date: fq-2/5)q l $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Projec O II c,e, bei Ty ins ectii * �,�t J4 Add AF' V`/ Date calla Special instructions: (� ✓a, plain . 5110- - Date w : . IOD L j trip R e g i er _ j +� Phone g D� '.- gR -- PERMIT NO. • INSPECTION . RECORD Retain a copy with perm! INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 - 3670::: i Approved per applicable codes. '` COMMENTS: • Inspector: Corrections required prior to approval. Date: 1 $42.00 REINSPECTION FEE REQUIRED. Prior to Inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, Receipt No.: Date: �! Project: 0+ l T of inspection: n o e e}called l D ��, y T q 1 Addree ,,,,,0 ? \1 ! o v 4 , Special instructions: �� aCJ� A. l (�'i' ?Date wanted O� WI. ��-� " I Requeste . L (( 't ' I '!rt - �� Phone No.: 6� " V7 P.-- INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. I/1 Corrections required prior to approval. COMMENTS: 61 � - cn� (� r-4 l P (t Ala t_ . Date: / 02n(til $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No.: Date: PERMIT NO. (206) 431 -3670 a COMMENTS: Ty o f ins` it 4 - 31A in El.- ./ Ceti. (-1/31/( A- ePr4) % Special instructions: Date 1 G - nk\ Ni . - ,c" A vt wo I 5Dth fl.wfy. m. Request . ., 1L 0 l Phone N� 0L- 7t) in.'7c_Cfi O /i . P 'e t: X15 ,(1 _ ; Ty o f ins` c rIC \II ---1 Special instructions: Date t m. Request . ., 1L 0 l Phone N� Inspector: Receipt No.: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with perm: tt', PERMIT NO. (206) 431 -3670 Corrections required prior to approval. Date: $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: �e1 P • e : pe of inspection " . j ed: � S instructions: D e w t —) a.m. . q ( P.m. uester: l -Q r Ji "f"'1 Ph 1 1- 1 F5251 D. INSPECTJONRECORD Retain a copy with permi INSPECTION NO. CITY OF.:TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 [Approved per,applicable codes. COMMENTS: I I Inspector: PERMIT NO. (206) 431 -3670 Corrections required prior to approval. r Date :N J4f $42.00 REINSPE ION FEE REQUIRED, Prior to in pection, fee must be paid at 6300 Sout center•Bivd,, Suite 100. Call to schedule reinspection. Receipt No.: fi ,Date: .•a r • v • g X41 COMMENTS: T �. ii� 0 R,.. r1s -- ,1:1 STM \ . ( 1■1arf : C , -5-w. & Sr' 6Lsg" ? L1/4 6i a G ArNP , afkmA i A C t A^^F I5c��N Wt.:ie..no trJ (1,.c i` -14Yes-w - _ -�` . . \c..,l> Dale waned:_ r � �- a.m 1 p. • e R eAues t er: aL--e 9 ct . c �. COQ `S T �. ii� 0 • D t calla ( ' Special instructions: _„ . \c..,l> Dale waned:_ r � �- a.m 1 p. • e R eAues t er: aL--e 9 Ql l.1' X � PhN • 8 , 5 .... 0 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 MApproved per applicable codes. Inspector: c Date: \ I I $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: INSPECTION RECORD Retain a copy with perm: Date: Corrections required prior to approval. PERMIT NO. (206) 431 -3670 p t Typ@ of i spe ti n: 1r in dr ss: `(�oalled: o �I Special instruct ns: l 657.0404:7 Date w d: , O —CI a.m. P.m. quester: ^• P INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 Approved per applicable codes. COMMENTS: INSPECTION RECORD Retain a copy with permi Inspector: 1 . / fw $42.O' SP CTI • I FE be paid at 6300 Southcenter Blv Receipt No.: PERMIT NO. (206) 431 -3670 Corrections required prior to approval. Date: • EQUIRED. Prior to inspec ion, fe= must •., Suite 100. Call to schedule reinspection. Date: COMMENTS: 1 2 - % 7 i re- 0i, L SA .Dc OF 01- Lc wt l.1► C. ; V . rAc (IF 3. s) STNAc.c tom,- AR-'Nx I 11> r)4- Ito -<3 OF , ,AST/ v� \ w ALL . Dat ailed k lD • MZ:22A w t ►rc : 10-t -‘ o L. vR o(-Ft C.Z.-"S 243 241' 2.6'1 r 2-II Lh, 212 ;— Si u S t 11.c Ur LA Nk. L ■.,A (SC_ . SID p.m. s er Phone 5--.- _ (:) • TY Pyan e l rf a -P.0 vi re s: �' ��cy1Njer ) Dat ailed k lD Special instructions: C 1..)..0:31.�•LA D Da a wanted: n , �b ( Q _� _%." I SID p.m. s er Phone 5--.- _ �.--).. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Inspector: Date: 10 j !A ri $42,00 REINSPECT1ON FEE REQUIRED. Prior to inspection, fee must be paid at 6360 Southcenter Blvd., Suite 100. Call to schedule reinspection. L Pt No.: I INSPECTION RECORD Retain a copy with perm: Corrections required prior to approval. • [ e; 1 PERMIT NO. (206) 431 -3670 Project : d � Type of inspection lee- / �'' CO MENTS: A7 Address 4.4 Date called: Special instructions: Date wanted: /49 '-C/7 p.m. Requester: el 2 7 p 2 7 /64. / 5l P /•01 t c1,70 Phone No.: 4 Inspector: N NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permi Date: ier2 _,„ PERMIT NO. (206) 431 -3670 pi REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: CO MENTS: A7 of j ?et /J p '. Gl� !4 f / 6'2. Vi t rJ " /3C' 4 su • tCl el 2 7 p 2 7 /64. / 5l P /•01 t c1,70 6 •1 i' / 6 , /7 4 Inspector: N NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permi Date: ier2 _,„ PERMIT NO. (206) 431 -3670 pi REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: Type of inspectio ^ Addres p yt d ixlvv , 1 9 ,-, Special instructions: Date wanted: i° - 2: Requester: o Phone No.: . 0(0 • .• , IT i bl — (z- , ,6 Li 57 k / c as /6(f i-E9) 41111 , ... O -.• Af■ 2) ROL" de '/ / .t ."'. / „d Q Vae GA.., ,r) o 4-I r.!. p.,44, , _11a914-1 ProjectrWk a DeR Type of inspectio ^ Addres p yt d ixlvv , 1 Date called: ot Special instructions: Date wanted: i° - 2: Requester: o Phone No.: . 0(0 • INSPEI N Na nspector: ' INSPECTION RECORD Retain a copy with permi CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. - 10? PERMIT NO. (206) 431-3670 Corrections required prior to approval. Date: P1 $42.00 R INSPECTION FEE REQUIRED. Prior to inspection, fe must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: ; '',I 4 .' .•• : of: ..s•ectio • 1 Address: J >""Q- Pale c le."" ---t Special instructions: D wa (� �^' ^" ! (.m) pan. Ruest @r: Phone No�k 1 �J, p) 5 . 7 Inspect pproved per applicable codes. INSPECTION RECORD Retain a copy with perm! INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: fj , Ate_ A r..--"Le/ Corrections required prior to approval. yLi . /.[/L Date: PERMIT NO. (206) 431 -3670 $42.00 REINSPEC ION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, Receipt No.: Date: COMMENTS: `1r - 'T6 CA00-1/4' A 12r�T -1 L APPS - k)A oofoloG S-1 vi14-tcta- LS NO 1 oF APP24•S31"-: Suysrn) i Tbks .Dahv.11QC. r T G pi F-u N._. APP !t-o VM.- . Special . instructions: S P cA AA— (►asP b (4A 4. vv��.o, AcN v L .. prk... , , s 9 sr. NI J' -t vt.. =` • 1.1 Clt•s - T6 - LAC*** 1 i ILL 6z. Sv■ L ■.,= L✓t' • AT c�.rwu CA /2-t SK . O n Projeg k n , „ Type of ins ion: d I CI" — Address 0 d0v�V n t , w . Date called: 9 ' ? 3 - 9 Special . instructions: Date wanted: 9 ,... 9 ,4„, � 0 p.m. Requester: � Phone No.: S wg 7S O I� INSPECTION RECORD Retain a copy with permi INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.; #100, Tukwila, WA 98188 (206) 431 -3670 Approved per applicable codes. XLCorrections required prior to approval. Inspector: Date: $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project Name (5/ I(C ,,,� � � Address /'1r , Retain current inspection schedule N Needs shift inspection ( Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: i Authorized Signature FINALAPP.FRM N^ - c..".° .vr� a. r.'t+uxSOar.dvCZw:c 7M`✓,Jt' 3'l ax'AR' ,y�y.' '�: "('f' 1'2! '� # ",rKV.r,+ N : t .ir• "'f Y � - r. .S'o �.'». City of Tukwila Fire Department TUKWILA FIRE, DEPARTMENT FINAL APPROVAL FORM T.F.D. Form F.P. 85 John W. Rants, Mayor Thomas P. Keefe, Fire Chief V. Permit No :h97-c22S7 Suite Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 5754439 177 ';%7M r • , '" A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 Phone: (206) 881- 5812 REDMOND, WA 98073 FAX: (206) 881- 5441 - 1§Magnum Enterprises Craig Brown %2205 116th St. S 0100 ...Tacoma, WA 98444 • ••••-•• *ki,* .0Anz • •• plogg MOW ftw ta • :;10 oPmwm Report Date: 10/22/97 Date Mailed: 10/31/97 Job Time: Air Temperature: Inspector: E. F. Jones • Reviewer: M. Jeong Provided welding and bolting inspection at structural steel mezzanine frame revision, ref. S-1 details on approved drawings. Revision is complete per approved drawings and applicable job specs. WABO welders JAL 78 5484 & WHI 58 2638. ALL REPORTS ARE CONSIDERED CONFIDENTIAL. AND ARE THE PROPERTY OF THE CLIENT AND A.A.R. TESTING LABORATORY, INC. REPRODUCTION EXCEPT IN FULL, WITHOUT THE WRITTEN CONSENT OF A.A.R. TESTING LABORATORY, INC. IS STRICTLY FORBIDDEN. • . • • • , • . , . . , • ED 97 TY ENT ) • • • ,•"2:; ' L • ' • ''' Ntv:v.;;•• - A ... • '0 rs fti, , ,„ • " •• •• • . . . A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 Phone: (206) 881- 5812 REDMOND, WA 98073 FAX: (206) 881- 5441 IMagnum Enterprises OCraig Brown 4 .12205 116th St. S 0100 " fiKtuMS. Report Date: 10/14/97 Date Mailed: 10/24/97 Inspector: E. F. Jones Reviewer: M. Jeong — 11SIABISINNOINNEEMONSIM Job Time: Air Temperature: M..0 Pitt Provided preliminary inspection of procedure, plans and erection schedule for structural steel, mezzanine frame revision. Approved plans on site. Ref. det. S-1. Also WABO certified welders JAL 78 5464 & WHI 58 2638 will be welding with current cards. In addition, shop fabrication welds were inspected at site and found acceptable per AWS D1.1 standards. 0 449,s l itVc ;: 0011 . 0 . %. ALL REPORTS ARE CONSIDERED CONFIDENTIAL. AND ARE THE PROPERTY OF THE CLIENT AND A.A.R. TESTING LABORATORY, INC. REPRODUCTION EXCEPT IN FULL, WITHOUT THE WRITTEN CONSENT OF A.A.R. TESTING LABORATORY, INC. IS STRICTLY FORBIDDEN. ID # Test Date Field Cure Age Days Size Inch Area Sq In Weight Lbs Max Load Lbs Strength PSI Set # 7416 10/1/97 7 6x12 28.27 0 '66980 2370 1 7417 10/22/97 28 6x12 28.27 0 96580 3420 1 7418 1022/97 28 6x12 28.27 0 96390 3410 1 FIE A.A.R. TESTING LABORATORY,INC. P.O. BOX 2523 Phone: (206) 881 -5812 REDMOND, WA 98073 FAX: (206) 881 - 5441 :;Magnum Enterprises Craig Brown ::':2205116th St. S #100 ::Tacoma, WA 98444 Date Mailed: 10/10/97 �:'f ::i:::i:i � S�i:v; •i' �:• is aga • 87 -410 Office Depot 9 300 Andover Park W. #400 Oti 'Tukwila Report Date 9/24/97 ection. !. Inspection Type: Reinforced Concrete Location: Footings 4 column footings and plinths between 6 & 7 lines; Also floor pour backs in several areas. . ..... ...... .. .... ........ Rem .,.. .. .. .ark Resteel was properly installed in accordance with approved plans. Concrete not approved mix and placed with high slump, by contractors choice, even after I told him. eriaLD Type of Material: Concrete Job Time: 12:47:00 PM Air Temperature: 71 Material Temperature 76 Yield Unit Weight: 0 Slump Inches: 6.5 Slump Specification: Air Percentage: 0 Air Specification: Supplier. Yards placed: Design (F'C) @ 28: Truck Number. Ticket Number. Job Mix? Mix Number. Cement Type: Cement: American Plant #: 001 15 3000 84 378149 No 813 I /II 564 Fine Aggregate: 60 /40pea grvl Coarse Aggregate: Sand: Fly Ash: Water. Water Added: lOgal Air Entrain; Admixture: Conforming to Plan? Yes Explain if "No ": Inspector. J. Graham Reviewer. Tested Per. Conforms Y /N: Compressive Y /N: ASTM C39 Yes Yes Cast Date: 9/24/97 Fracture Type: 'Shear (If 'Other, than Cone.) Tested By: S. Brown Reviewed By: M. Jeong ALL REPORTS ARE CONSIDERED CONFIDENTIAL AND ARE THE PROPERTY OF THE CLIENT AND A.A.R. TESTING LABORATORY, INC. REPRODUCTION EXCEPT IN FULL, WITHOUT THE WRITTEN CONSENT OF A.A.R. TESTING LABORATORY, INC. IS STRICTLY FORBIDDEN. COMPLETE (4 COMMENTS ' REVIEWERS INITIAL Q.axmik Coor4nkoi C:*'y PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D97 -0257 PROJECT NAME OFFICE DEPOT DEPARTMENT': BUII.DTG DMSION PREVENTION P ING DMSION • ❑ PUBLIC WORKS STRU PERMIT COORDINATOR = ��J Q cd� I�r�t'1 N (� DETERMINATION OF COMPLETENESS: (T,Th) DUEDATE 8/05/97 NOT COMPLETE El ' NOT APPLICABLE 0 TUES /TEURS ROUTING: PLEASE ROUTE d NO FURTHER REVIEW REQUIRED C ROUTED BY STAFF El (If routed by staff, make copy to master file & enter Sierra.) DATE 1 APPROVALS OR CORRECTIONS: (ten days) APPROVED CI APPROVED W/ CONDITIONS . NOT APPROVED (attach comments) fl REVIEWERS INITIAL 4 CORRECTION DETERMINATION: APPROVED REVIEWERS INITIAL C:ROUTE -F APPROVED W/ CONDITIONS N DATE DUE DATE NOT APPROVED (attach comments) 0 DATE DATE 7/31/97 DUEDATE 8/19/97 (Cenification of occupancy required. ) 1 ACTIVITY NUMBER PROJECT NAME DEPARTMENT: BUILDING DIVISION PUBLIC WORKS COMPLETE COMMENTS REVIEWERS INITIAL REVIEWERS INITIAL 1 t APPROVED REVIEWERS INITIAL C:ROUTE -F • • firi ... ,11.4fti:3lfA∎zi r — •+`.. r31Cat PLAN REVIEW / ROUTM G SLIP D97 -0257 OFFICE DEPOT 1. DETERMINATION OF COMPLETENESS: (T,Th) TUES /TH URS ROUTING: PLEASE ROUTE NOT COMPLETE E NOT APPLICABLE ROUTED BY STAFF U (If routed by staff, make copy to master file & enter Sierra.) APPROVALS OR CORRECTIONS: (ten days) APPROVED APPROVED W/ CONDITIONS NOT NOT APPROVED (attach comments) Q CORRECTION DETERMINATION: APPROVED W/ CONDITIONS .: :4,01 immwr_ wt<!::- VY #ksu7 NS FIRE PREVENTION E PLANNING DIVISION STRUCTURAL E PERMIT COORDINATOR 0 DATE DATE DATE /z/cr7 Nfrd7'oN+:rvt DATE 7/31/97 DUE DATE 8/05/97 NO FURTHER REVIEW REQUIRED C DUE DATE 8/19/97 DUE DATE NOT APPROVED (attach comments) 0 (Certification of occupancy required. ) suiery#raxn:sact:xatr;�'•- • . PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D97 -0257 PROJECT NAME OFFICE DEPOT DEPARTMENT: BUILDING DIVISION El PUBLIC WORKS l 1 STRUCTURAL DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE El NOT COMPLETE COMMENTS • REDS INITIAL KC) APPROVALS OR CORRECTIONS: (ten days) APPROVED APPROVED C:ROUTE -F REVIEWERS INITIAL CORRECTION DETERMINATION: APPROVED W/ CONDITIONS p REVIEWERS INITIAL i1't1 W. Iliv4t:+ 3` s:'.:: 3W `tFF✓a":M'afi'tii.YhX'tLl'FYr:`. w'. Y+ fm: yw+ FeMvX7 N' i" xXMA�7+ �. �A'` 1t1+ N. YtRfre!^ Y�SY' t"e nKVOr. Nv4uvsaWnK .u+rM«rwrar.�.w:.vrw�..nw FIRE PREVENTION E DATE DATE C DATE e3 / 7 DUE DATE DATE 7/31/97 PLANNING DIVISION II PERMIT COORDINATOR f l DUE DATE 8/05/97 NOT APPLICABLE TUES /THURS ROUTING: PLEASE ROUTE El NO FURTHER REVIEW REQUIRED ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) 8/19/97 APPROVED W/ CONDITIONS NOT NOT APPROVED (attach comments) DUE DATE NOT APPROVED (attach comments) (Certification of occupancy required. ) wX- *a. 4 PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D97 -0257 PROJECT NAME OFFICE DEPOT DEPARTMENT: BUILDING DIVISION L!1 PUBLIC WORKS REVIEWERS INITIAL APPROVALS OR CORREC APPROVED C :ROU'T'E -F REVIEWERS INITIAL REVIEWERS INITIAL APPROVED 3:sv.'r ^a..F:. 349 3 •r 733 in 3 FIRE PREVENTION STRUCTURAL DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE n NOT COMPLETE COMMENTS ONS: (ten days) W/ CONDITIONS CORRECTION DETERMINATION: APPROVED n APPROVED W/ CONDITIONS DATE DATE DATE C DATE 7/31/97 PLANNING DIVISION PERMIT COORDINATOR 0 4 DUE DATE 8/05/97 NOT APPLICABLE�j��� TUES /THURS ROUTING: PLEASE ROUTE n NO FURTHER REVIEW REQUIRE ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) 0/9 DUE DATE 8/19/97 NO i APPROVED (attach comments) DUE DATE NOT APPROVED (attach comments) 0 (Certification of occupancy required. ) ACTIVITY NUMBER D97 -0257 PROJECT NAME OFFICE DEPOT DEPARTMENT: BUILDING DIVISION PUBLIC WORKS COMMENTS • APPROVED I I . 704, th.. '1: \tY,f!4J'Ah�1xv,'n+l�wrhi+tV WfrtM(' AI NNriNe v�viM4awdY+H�VNMiH`Y�i�MM PLAN REVIEW / ROUTING SLIP S DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE NOT COMPLETE E NOT APPLICABLE El TUES /THURS ROUTING: PLEASE ROUTr NO FURTHER REVIEW REQUIRED E ROUTED BY STAFF n (If staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL DATE C APPROVALS OR CORRECTIONS: (ten days) REVIEWERS INITIAL l ,/ APPROVED W/ CONDITIONS NOT APPROVED (attach comments) / u )04) i , s DATE " / / 9 CORRECTION DETERMINATION: APPROVED [1 APPROVED W/ CONDITIONS REVIEWERS INITIAL, C:ROUTE -F DATE FIRE PREVENTION n PLANNING DIVISION ri STRUCTURAL E PERMIT COORDINATOR 0 61/•iv lO'+M:1NM- YN'fh^ 1MN W +ntV.../ww..rn DATE 7/31/97 DUE DATE 8/05/97 DUE DATE 8/19/97 DUE DA'Z'E NOT APPROVED (attach comments) Q (Cerdticadon of occupancy required. Envelope Requirements (enter values as applicable) Fully heated/cooled apace Minimum Insulation R- values Roofs Over Attic (see over for definitions) IZ 30 All Other Roofs divided by (2, Z Opaque Walls Z72. S e (Z 1 1 Below Grade Walls X 100 = 3 .d7 °r Concrete/Masonry Option --_ Floors Over Unconditioned Space R. 19 Slabs -on -Grade air) Radiant Floors Maximum U- factors Opaque Doors . G O Vertical Glazing • `j0 Overhead Glazing / , L/s Maximum SHGC (or SC) VerticaLOverhead Glazing I / • 0 Space Heat Type ❑ Electric Resistance Date 7/z 9A' 7 Igl M other (see over for definitions) Glazing Area Calculation Note: Below grade walls may be included in the Gross Exterior Wall Area If they we insulated to the level required for opaque wars. Total Glazing Area (rough opening) (vertical & overhd) divided by Gross Exterior Wall Area times 100 equals % Glazing Z72. S e T / Z OZ /. s t= X 100 = 3 .d7 °r Concrete/Masonry Option ❑Check here if using this option and if project meets all requirements for the Concrete/Masonry Option. See Decision Flowchart(over) for qualifications. Enter requirements for each qualifying assembly in the table below. Project Info Prt�ject Address C�L`F /GF Da ,Or9 Date 7/z 9A' 7 3Dr) A�..iOnieve_ P:42I 1411._="7 - Srt«c. 9.00 For Building D r� rat Use CITY OFT/UKDWILA PERMIT CENTER 7 cc )KLA.r[,",, LIA4 . 967RR Applicant Name: Applicant Address: Applicant Phone: 1994 Washington State Nonresidential Enerpy Code Compliance Fomu 1994 W ington State Nonresidential Energy Code Corr - ance Form Envelope Summary Climate Z• e 1 ENV -SUM 'project DescriEtion I ❑ New Building ❑ Addition Compliance Option ® Prescriptive ❑ Component Performance (See Derision Flowchart (over) for qualifications) ❑ ENVSTD ❑ Systems Analysis Seml- heated space• Minimum Insulation R- values Roofs Over Semi- Heated Spaces' 'Refer to Section 1310 for qualifications and requirements Notes: Alteration ❑ Change of Use Second Ednan - June 1995 Opaque Concrete/Masonry Wall Requirements Insulation on interior - maximum U- factor is 0.19 Insulation on exterior or integral - maximum U- factor is 025 tf project qualifies for Concrete/Masonry Option, list walls with HC 2 9.0 Btu/teeF below (other walls must meet Opaque Wall requirements). Use descriptions and values from Table 20-5b In the Code. Wall Description (Including Insulation R -value & position) • U- factor • Cooling Equipment Schedule Equip. ID Brand Name' Model No.' Capacity Total CFM OSA CFM Econo SEER or EER IPLV Location Fan Equipment Schedule Equip. ID Brand Name' Model No.' CFM SP' HP/BHP Flow Control Location of Service Efficiency` Heating Equipment Schedule Equip. ID Brand Name' Model No.' Capacity Total CFM OSA cfm Econo Input Btuh Output Btuh Efficiency` Project Info Project Address Date 7/z 9/47 3co A„,41 vc.!L. /J veR... w,s ' scJ ,rE 4,00 For Building Dept. Use 1 ()K nt-A if-'A . g /R8' / Applicant Name: Applicant Address: Applicant Phone: 1994 Washington State Nonresidential Energy Cods Compliance Forms 1994 W- `'ington State Nonresidential Energy Code Comnliance Form Mechanical Summ . ry MECH -SUM Second Edition . June 1995 Project Description Briefly describe mechanical system type and features. 6A , s NC / , �c,c6,71.c6 GOO e-/".- E? c- KAGcr cc.,F'ro/ uA. cr5 Compliance Option Zi Simple System ❑ Complex System ❑ Systems Analysis (See Decision Flowchart (over) for qualifications) Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required information below. oti �P�S 6-.7- i - 2 'If available. 2 As tested according to Table 14-1, 14-2 or 14-3. ' It required. 4 COP, HSPF, Combustion Efficiency, or AFUE, as applicable. 5 Flow control types: VAV, constant volume, or variable speed. Mechanical Permit Plans Checklist MECH-CHK 1094 Washington State Nonresidential Energy Code Compliance Forms Second Edition -June 1995 Project Address Date / / The following Information is necessary to check a mechanical permit application for compliance with the mechanical requirements In the Washington State Nonresidential Energy Code. Applicability Code Location (circle) Sec Section Component Required Ion Plans Building Department Notes No 1-1424) HVAC REQUIREMENTS (Sections 14 1 Information 1411 Eqpmt performance no n.a. 1411.1 Minimum efficiency Equipment schedule with type, capacity, efficiency ri- 2_ no n. a. 1411.1 Pkg. elec. htg. & cig. Ust heat pumps on scnedule • ri -2. 1412 HVAC controls no a. a. 1412.1 Temperature zones Indicate locations on plans t sPics /1,_— / no n. a . 115 1412.2 Deadband control Indicate 5 degree deadband minimum yes no (n. ti 1412.3 Humidity control . _.4PEC5.... Indicate hum:II y. no n.a. 1412.4 Automatic setback Indicate thermostat with night setback and 7 cliff. day types no n.a. 1412.4.1 Dampers Indicate damper location and automatic controls 4Arz, 5 yes no 1412.5 Heat pump control Indicate microprocessor on thermostat schedule yea no n.a. 1412.6 Combustion htg. Indicate modulating or staged control no n. a. 1412.7 Balancing Indicate balancing features on plans SPEL. 5 (ye) no n.a. 1422 Thermostat Interlock Indicate thermostat Interlock on plans SPirr 5 r'yes no n.a. ,.... 1423 Economizers . Equipment schedule 1413 Air economizers no n.a. 1413.1 Operation Indicate 100% capability on schedule /4- Z. i Soo.er..5 no n.a. 1413.2 Control Indicate controls able to evaluate outside air SA& 5 no n.a. 1413.3 Integrated operation Indicate capability for partial cooling SPez. 5 1414 Ducting systems :Yes )no n.a. 1414.1 Duct sealing - Duct indicate sealing necessary SPee...5 no n.a. 1414.2 insulation Indicate R-value of insulation on duct S Pit 45 no n. a. 1415.1 Piping insulation Indicate R-value of insulation on piping SilecteS , yea no e i i: Ti 14 24 Separate air sys. indicate separate systems on plans 120 Mech. Sum. Form Completed and attached. Equipment schedule with types, Input/output, efficiency, cfm, hp, economizer t r - Z SERVICE WATER HEATING AND HEATED POOLS (Sections 1440-1454) 1440 Service water htg. yin. no n.a. 1441 Elec. water heater Indicate R-10 insulation under tank yes no n.a. 1442 Shut-off controls Indicate automatic shut-off 'Yes 1450 Heated pools no n.a. 1452 Pool water heaters Indicate not electnc resistance yea no n. a. 1453 Pool heater controls co Indicate switch and 65 degree control yes no n.a. 1454 / Pool covers Indicate vapor retardant cover yam no n.a. 1454 Pools 90+ degrees Indicate R-12 pool cover If "no"isalicled for any nuastion. Dravida exolanatinn! 1994 Ve ,Ogton State Nonresidential Energy Code Cop " iance Form 11111••••••1111•11111111111.11111•10111111•••• 111•••••••••1111•111•1•11111•1111•••• • MILIIIIIME•1111•••••••••111111111•1111•91= 11121.111••••••111111•11111111•1111•• 11•••••••••••••••1111111••11111•111111 MI EN 11 ••••111•111•111111•11•111• recrimiramassus M II M IIIIIIIIIIIII • IIIM Will If INK MN 1 MU UM 11.7•PlOW411 U'1 OM 111 • aNTROMM"L•firVINIMPLp• NMI= sj igibbi in uIi i iii ii V NI mmilawimmidgmbilaglawftwmaimaimm • • October 7, 1997 Dear Mr. Johnson, Keith Johnson Environmental Acoustics Inc. 17646 NE 65th Street Redmond, WA 98052 RE: Office Depot Tukwila, Washington and Construction Services, Inc 9025 Southwest Center Street P.O. Box 23784 .Tigard, Oregon 97223 (503) 620-2086 • FAX (503) 684-3636 If you have any questions please do not hesitate to call. • The suspended ceiling system in the above referenced project will not have acoustical tile placed in them. It is my opinion that laterally bracing this type of ceiling is not necessary and that it does not fall under the requirements of U.B.C. Standard 25-2 Section 25.210. It appears that the intent of the Uniform Building Code is to restrain the lateral movement of suspended ceiling systems during an earthquake to prevent the acoustical tiles from falling on the occupants of the room and causing a "panic". In the case of an open grid ceiling, there are no objects that will fall during an earthquake. Please note that if light fixtures, mechanical equipment or other similar objects were to be installed, they would need to be individually supported by the structure above the ceiling. Sincerely, James R. Nicoli P.E. DATE: 'A s 19 7 REVISION SUBMITTAL PLAN CHECK/PERMIT NUMBER: 9 °r7— 02. S7 PROJECT NAME: OFF PS'F'o - TEIA t 1 1 Mr goy EtM t - PROJECT ADDRESS: - 360 fi,N `oo..1E ) 2 vAlz k WEsr A s o vrE 4 0 0 CONTACT PERSON: -1 .1C- K-0G4 PHONE: 425 827 326Z A'f'ro • "50 5 13 Tb REVISION SUMMARY: ST1ZuCM L 01 H A S Fr5 R S t WA ero LOC�'"fla f Atrf'P(a0`( f12 6I• . • p re...A-w I N69 CsqVpd Fxir q /(01a(1. SHEET NUMBER(S) s 1 SUBMITTED TO: Boh Bldgs- - C CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 I fr/ 617 Planning "Cloud" or highlight all areas of revisions and date revisions. CITY USE ONLY Fire RECEIVED CITY OF TUKWILA Public Works SEP25 PERMIT CENTER 3/19/96 Dear Sir: City of Tukwila Fire Department Thomas P. Keefe, Fire Chief Fire Department Review Control #D97 -0257 August 1, 1997 Re: Office Depot - 300 Andover Park West, Suite #400 1. The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 2. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC Standard 10 -1) Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) Maintain fire extinguisher coverage throughout. 3. No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 1003.4) Exit doors shall swing in the direction of exit travel when serving any hazardous area or when serving an occupant load of 50 or more. (UBC 1004.2) Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. John W. Rants, Mayor Headquarters Station: 444 Andover Park East • TukwTh :'rington 98188 • Phone: (206)5754," f • Fax (206) 5754439 City of Tukwila Fire Department Page number 2 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) Exits shall be illuminated any time the building is occupied with light having an intensity of not less than 1 foot candle at floor level. Fixtures required for exit illumination shall be supplied from separate sources of power for Group 1, Divisions 1.1 and 1.2 occupancies and for all other occupancies where the exiting system serves an occupant load of 100 or more. (UBC 1012.1, 1012.2) Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207.1- 1212.8) 4. 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) Maintain sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. Hose racks must remain unobstructed to allow the rack to swing freely. (UFC 1001.7.3) Local U.L. central station supervision is required. (City Ordinance #1742) 5. H.V.A.C. units rated at greater than 2,000 cfm require John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 5754439 Page number 3 City of Tukwila Fire Department auto - shutdown devices. These devices shall be separately zoned in the alarm panel and local U.L. central station supervision is required. (City Ordinance #1742) Duct smoke detectors shall be capable of being reset from the alarm panel. (City Ordinance #1742) Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #1742) 6. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) 7. When fire dampers are required to maintain fire resistance of construction, they shall be installed in accordance with their listing and U.B.C. Standard #43 -7. (UBC 713.11) 8. Walls of corridors serving an occupant load of 30 or more shall be of not less than one -hour fire resistive construction and the ceilings shall not be less than that required for a one -hour fire resistive floor or roof system. (UBC 1005.7) 9. There shall be no enclosed usable space under stairways in an exit enclosure, nor shall the open space under such stairways be used for any purpose. (UBC 1009.6) (UFC 1210.3) 10. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 901.4.4) 11. Key box - When access to or within a structure or an area is unduly difficult because of secured openings or where immediate access is necessary for life- saving or John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, W s'angton 98188 • Phone; (206) 57.5%4404 • Fax (206) 575-4439 .1 Page number City of Tukwila Fire Department fire - fighting purposes, the Chief may require a key box to be installed in an accessible location. The key box shall be a type approved by the Chief and shall contain keys to gain necessary access as required by the Chief. (UFC 902.4) 12. "NO SMOKING" areas shall be designated in warehouses, stores, industrial plants, institutions, schools, places of assembly or where combustible materials are stored or handled, when conditions are such as to make smoking a hazard. Please post the following area(s) with no smoking signs with lettering, size, and location to be clearly visible from adjacent areas. (UFC 1109.4.1) This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Yours truly, The Tukwila Fire Prevention Bureau cc: TFD file ncd John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 57.5-4439 TOTAL P.02 :8 f l 1 i -g , ts ca_ pr _ ^ 011, (C) ; Al 11,00 i -' 1 i ' w 1 .... 1 PARTIAL FRAMING PLAN SCALE. 1 = DaT 1) EXISTING FRAMING INDICATED BY (6) , EXAMPLE WIT (E). MC 1.10.6 S ER Billinna =Ma MC 2x10.6 STRINGER STAIR PLAN SCALE It' - PARTIAL FOUNDATION PLAN SCALE Dr" = F-0" NOW PIEL.1, YEA: ALL OIMEn..1,10K ELE0<EOO: <31 GLEE, v" PtR.G1+rre.cmeAl-- r - o 99" DOG B ele-Dee Em BCLTS (CREED 5 UN) • REtiTG SCHED 3 LEMEONG GROUT 4.12(e) siee. TEEA,011 SCALE: 00 = SEE ETA SCHEDULE FOR SIZE & ROOF SECTION SECTION 0-1 SCALE: R." l'-0" T/CoHT oer- ocEmS eoLTe. ■e e per, C-". A 0431 /4. ,Lo -2; C.S. Ci2g2o STRINGER V. ISOLATION JOINT RE PLAN 1",6" DIAMOND ISOLATION AT 0 EA COL. CONC SLAB 3 CLR 16GA. PANS & CONCRETE FILL L 119,1190U I 0'-9" 14" END R Ft" BEARING R /2-9 EXP. BOLTS SECTION H-1 V+ Ee 41"kr`1eL Toe. TO SECTION OX( SR,, .REI2R 51-Ary (GP.u." F0- Li 4 4O1 Cs1 rum Pt*VPFIttg.. P L 4114014 W/1/4"0 EXP. BOLTS DI 32 EXISTING TEMP WALL r SECTION E--1 SCALE' 3/4"= 1-0" .ON rt TM- PDX (S) ew ' SECTION B-1 CONCRETE ON METAL DECK L 393xY. C 2000 COPE DOWN LEG 14" BIG LANDINGJ OR FLOOR C12 RE: PLAN 34301 - r k.rnt of TO 0.1.- m17 Co MORRIE Rivrtite rite. Foemv low AATA1- MC 12410.0 STRINGER SECTION F-1 SCALE 09" = 1 rtre TS 41 4 see 431410063 A +ER tvrt Eeeeep op. eACTOC, Z 302S 5015'1" app &A3XAIOLE ' 1tE AP L St PANS YE" KNOB RE: p-I LANDING OR FLOOR SECTION M-1 SECTION G-1 SCALE: 99" = 1'-0" ,_ L fe -- G.EeDA A3 Ci2x2o.1 TO VS"oe- R- 5 /8'0 mes 3v3R/4. fL 4 <D SECTION C-1 MC 12x10.6 STRINGER 1 x 0'-8" C12 RE: PLAN SECTION K-1 13A24 1• arisri "FILTUr LA VIOLA. WC/ TJ4CO R1 2=e t 700400', Id 0- 2 - 34.4 01.5., 30-5 21-0" (6 e111eer3 R- PP SECTION N-1 0:05000< S0l00,0F=L.°%g",41°.=7,1Z°1=',,,ftl,g" wzrzwerogrvgagagnugrogzim. atra gzuncoo=r4,nytz- -"".". h7 V 'C' IL T IIII ° 10rgarlgE L S ' arl ON SHOP ORMAN. ONLY TALL NOT n GENERAL AND TYPICAL DETAILS OF 227;1 rI ili N'T GtHSTRILICLION SHALL BE VRTOU AS gl IME OS E VI C ITEINUOLIF22 aINTITESZ LI. REMELT SHOP DIRALTLOR . 81 . 1EN „.. T "LI2UTZ SENIT A D T gl E dN ' E ' R ' ggIrTragg' Fill', 1SE FDli,L.*EAE_ND;10;RyZGN'i magsrentnzza7.4.1%—„ GRAYLINGS YDS! DA ANIL SLAMPED BY CONTRACTOR 51LVAte 2000 PSF ' ALLI P s:d9 . (112N7 R FA N1 CrwAt i■ tALTATIOWIL,:olVI4F:3PItifEgN TO CE ENT SHALL BE A TO PLACED RETRACT SEGREGATION CO c aleczuu2 s oT MEPuTIV=M16,4i2 gIZIL BARS 38 BAR DIAMETER IN CONCRETE LI r011154 7ZrS/.1,1ZES NOT g 0 %1C4tT:'''''N EZFL A ATCONFORILI TO A WS A E cur JOIZT SI-t"s6 FILE COPY I unr.9,..t oct tho P. check aut*, to our. eno omissions 030 Ep0,1R1 XI OIT18 0003 not .ILME NOM100 El COT ot'epted code ot womb swept of ovanclor's 10 91 , XI CAREDITMO 911/0111111111141.R , ' R"rrtRo 0 . /0-7 7 p tr,tr.6 0051 SPECIAL INSPECTION REQUIRED 1,, /STRUCTIIAR W'ELDING %/DOLTS INSTALLED IN CONCRETE CRY OF TUKWILA APPROVED SEP 2 6 1997 AS ROI LDING V 0 I- 0 0_ IJt u.i IL !J- 0 z ft_ z 0 z E Z u_ cS) — 1-L I- N 1— a N Ul ED,(0. SEP 2 51997 D PAX OM 324 RICHARD HUDSON & ASSOCIATES, INC, CONSULTING ENGINEERS SHEET: 5- 1 00., 1 SHEETS 211.52 r �\ 25' -0" L OIL/ WATER SEPARATOR 26.84 T O.W. \7 27.35 \ 27.25 C IC 'C,C!C IC IC;C C.I.P. CONC [RIM 23.25] / / `✓ v/ / , y y y y ± ; / i , y /y/ y yy ,> // % / PAVING -. / j yc / / / y / i / /\ % / C.B. / i \ X / / \ / / [RIM 24.621/ -- LOADING DOCK SLOTTED GOON 24.5 2 245 ' SCREEN TENANT C 27.3 T.O.C. 26.8N 26 8 \ `- Ex \ \ POSEO AGGREGATE, TYP \ F.F. EL. 27.5 ..27.4 1. SEE SHEET A -2 6, A -3 FOR DOWNSPOUT LOCATIONS 2. SEE MECHANICAL FOR ROOF DRAIN DISCHARGE LOCATION SIDEWALK 27.35 , STRANDER BLVD 27.25 [RI 26. 2',.3 1 9° T.O.C. J� ▪ 7 26.8 27.3 T.O.C. R , HR. FIRE WALL LANDSCAPING 26.0 TENANT A 27.3 ^ '�I� 27.35 27.0 T.O.C. 725 . 27 t \ 27.25\ \ 27.35 \ STAIR W / P.C. 28.75 \ WALL TOB \\ Q O g I n 27.3 27.45 TRICK EN 1 Y 26 0 - EXIST. R.O.W. CONC. PATIO 20x20 6 - '27.3 45 [RIM 24.0] RIGHT OUT ONL': DRIVE - WAY PEDESTRIAN PLAZA DETAILS TO BE SUBMITTED UNDER SEPARATE DESIGN REVIEW PER B.A.R. APPROVAL N SEE CIVIL DRAWINGS �/ FOR DETAG Gift ILS CONC NINR WALKS AND CURBS N [ i LANDSCAPING 7 / / \ I _. I C: : : CIC'C C CCIC:C C!CCC'.IC U ' r \ o - a U / / Y U 1 / ▪ [RM 22.62] - -- ARCEv Dfri-m5 SEE CIVIL DRAWINGS /FOR ALL DETAILS IN R.O.W 6 -R yy 07 / y , / i, / MOTEL PARKING LOT EXISTING WAREHOUSE BUILDING TRAFFIC LANE TRAFFIC LANE 6 EXISTING LEFT TORN LANE TRAFFIC LANE i y � 24 -0 [RIM 24] DLAPSTER / `,� �� CB. - / 7 / L,1 RECYCLE / ' J WALL 4 35 0 \' SEE CIVIL DRAWINGS I / FOR WORK THIS AREA .- - - _ - - -- - - �-/ SITE PLAN 27 45' � c 24.4 e- 24.5 _./ •.. BOLLARD n TRECK DRIVE L EXISTING WAREHOUSE BUILDING EXISTING OFFIC BUILDING QA W \ LANDSCAPING CITY OF TU%WItA. APPRO AUG 2 6 1997 AS NOTED ',LONG 51718T/ RECEIVEC CRY OF TUKWILA ?ERMIT CENTER CHECK: JOB NO Q �z 0 0 o_ dQ ft z n- 4 Q Ua 7 Z 0 a} ill ill IY 1 U N) 0 1 p r 9U Q - N wm DRAWN: EEK EEK el -020 SHEET: 4-1 1 OF 15 SHEETS SCALE 3/32' =1' -0' X11 -b,357 0 0 0 0 G 11 MEZZANINE DEMOLITION PLAN EXISTING STAIRUAT TO REt'IAIi� f i REMOVE ALL SLOT WALL FROM ENTIRE SPACE 1 REMOVE ALL LOT WALL FROM ENTIRE SPACE REM SE DRESSING ROOMS SAWCUT CONC. SIDEWALK AS REQUIRED FOR NEW RAMP REMOVE CARPET ALL AREAS DEMO NOTES ACTUAL FIELD DIMENSIONS MAY VARY FROM THOSE INDICATED. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. PRIOR TO CONSTRUCTIONS CONTRACTOR SHALL PROTECT: ALL STRUCTURAL MEMBERS, CAVITIES AND CONNECTIONS EXPOSED DURING DEMOLITION FROM 'THE ELEMENTS. ALL ROOF PENETRATIONS: AND OPENINGS SHALL BE CLOSED, FLASHED AND SEALED IN A. MANNER: ACCEPTABLE TO THE OWNER AND CONSISTENT WITH INDUSTRY STANDARDS. CONTRACTOR WILL ADVISE OWNER IF CONDITIONS OTHER THAN THOSE INDICATED EXIST WHICH MAY AFFECT STRUCTURAL INTEGRITY OR DESIGN INTENT. ALL SALVAGE WILL BECOME THE PROPERTY OF THE CONTRACTOR UNLESS OTHERWISE SPECIFIED. PROMPTLY REMOVE FROM SITE AT CONTRACTOR'S EXPENSE AND DISPOSE OF IT ON A DAILY BASIS 6. CONTRACTOR SHALL USE SOUND JUDGEMENT DURING DEMOLITION AND NOTIFY OWNER OF UNFORSEEN CONDITIONS WHICH MAY AFFECT THE STRUCTURAL INTEGRITY OF THE BUILDING. CONTRACTOR SHALL PROVIDE SAWCUT EDGES AT ALL LOCATIONS FOR CONCRETE /SLABREPAIR/REPLACEMENT.: SLAB SHALL BE LEVELED, PATCHED/PLACED AND SEALED IN LIKE MANNER TO EXISTING SLAB, READY TO ACCEPT FINISH FLOOR MATERIAL. a DASHED LINES INDICATE EXISTING WALLS TO BE REMOVED. S. PATCH AND REPAIR EXISTING WALL AND CEILING SURFACES TO MATCH AND TIE INTO EXISTING. 10. AL.INBEDS IN GONG. TORE SAW CUT AND REMOVED. DOWEL NEW' GONG BACK IN W/ "4'S m 12' oL. REVIEW ALL CONSTRUCTION DOCUMENTS FOR THE EXACT LOCATION OF OPENINGS. REQUIRED IN THE EXISTING WALLS, WHETHER SUCH OPENINGS ARE SPECIFICALLY SHOWN ON THE .DRAWINGS OR NOT. ALL EXISTING SURFACES REMAINING AFTER DEMOLITION 15 COMPLETED ARE TO BE REPAIRED AND /OR CLEANED AS REQUIRED To FACILITATE. THE INSTALLATION OF NEW CONSTRUCTION AND NEW FINISHES. NO MATERIALS SCHEDULED FOR DEMOLITION ARE TO BE REUSED IN THE NEW CONSTRUCTION WITHOUT WRITTEN AUTHORIZATION FROM THE OWNER OR THE ARCHITECT. 14: REMOVE EXISTING TELEPHONE SYSTEMS; INCLUDING WIRING, CONDUIT, SPEAKERS, SWITCHES AND MISCELLANEOUS ACCESSORIES AS NEEDED FOR NEW CONSTRUCTION, PATCH ADJACENT SURFACES TO REMAIN. FIELD VERIFY ALL EXIST. CONDITIONS NOT USED IT. FIELD VERIFY LOCATION OF ALL WALLS TO BE REMOVED. EXISTING WALLS THAT ARE NOT SHOWN ON PLANS SHOULD BEvERIFIED WITH ARCHITECT AND STRUCTURAL. PRIOR TO REMOVAL. I8. PRIOR TO REMOVAL OF BEARING WALLS VERIFY WI"H STRUCTURAL AND NEW ARCHITECTURAL DRAWINGS I9. REFER TO STRUCTURAL PLANS FOR COLUMNS AND BEARING WALLS TO BE RELOCATED OR TO REMAIN. 20. HAZARDOUS MATERIALS REMOVAL BY SELLER 21. REMOVE ALL EXISTING ELECTRICAL SYSTEM AND ALL DEVICES NOT INCORPORATED WITH THESE DOCUMENTS. 22, ABANDON ALL UNDERGROUND SANITARY WASTE PIPES BELOW BUILDING SLAB, GAP ALL PIPES BELOW FLOOR. LINE. 23. DISCONNECT AND REMOVE EXISTING TELEPHONE SERVICE. COORDINATE WITH TELEPHONE COMPANY. 24, DISCONNECT AND REMOVE INCOMING ELECTRICAL SERVICE. COORDINATE WITH UTILITY COMPANY. 25. REMOVE ALL EXISTING FLOORING < BASE INCLUDING ADHESIVE. 26: REMOVE ALL EXISTING SUSPENDED CEILING SYSTEM, TILES, AND FIXTURES THEREIN_ 21. REMOVE ALL EXIST. GLIB. 28, REMOVAL OF ALL WALL COVERINGS, FLOOR COVERINGS, CERAMIC TILE, ACOUSTIC AND GYPSUM BOARD CEILINGS, CURTAIN WALLS, DRAFT STOPS, INTERIOR PARTITIONS, FRAMING, STAIRS, LANDINGS, TOILET PARTITIONS, SALES FIXTURES STORE EQUIPMENT AND COUNTERS OF ANY KIND NOT INDICATED TO BE REUSED PER PLAN. 29. REMOVAL OF ALL LIGHT FIXTURES, LAMPS, BALLASTS, CONDUIT, JUNCTION. BOXES, PULL BOXES, OUTLETS, SWITCHES, PANELS, TRANSFORMERS, DUCTS, BUSSES, PANELS, CONTROLS, TELEPHONE WIRING, PUBLIC ADDRESS COMPONENTS, ELECTRICAL FINISH AND TRIM NOT INDICATED TO BE REUSED PER PLAN. SAWCUT FLOOR SLAB AND REMOVE ALL FLOOR DUCT, PULL BOXES, OUTLETS, CONDUIT AND ELECTRICAL STUB -UPS. THE MINIMUM AREA OF CONCRETE TO BE REMOVED WILL BE 24 SQUARE. 30. SAW CUT FLOOR SLAB, CUT AND CAP ALL PLUMBING LINES BELOW THE SLAB: REMOVE ANY AND ALL TOILETS, SINKS; FLOOR SINKS, FLOOR DRAINS, TRAPS, CONDENSATE LINES, GLEAN OUTS, WASTE PIPING, SUPPLY PIPING AND VENT PIPING,: ROOF DRAINS, SCUPPERS, GAS PIPING, FINISH AND TRIM, NOT TO BE REUSED PER PLAN .ROD OUT MAIN SEWER TO STREET MAIN. THIS MINIMUM SAWCUT OF ANY FLOOR SLAB IS TO BE 24' SQUARE. 31. THE MAIN BUILDING FIRE SPRINKLER SYSTEMS IS TO REMAIN INTACT DURING DEMOLITION. 32. ALL WINDOWS, INTERIOR DOORS, EXTERIOR DOORS, AUTOMATIC DOORS, ROLL UP DOORS, HATCHES, GLAZING, STORE FRONT CANOPIES, SOFFITS, FASCIAS, FINISH AND TRIM NOT TO BE REUSED PER PLAN. 33. SAWCUT TO REMOVE THOSE PORTIONS OF THE CONCRETE FLOOR SLAB WHERE CRACKED, UNEVEN OR DAMAGED, RAISED OR DEPRESSED, CURBED, OR PREVIOUSLY INSULATED FOR GOLD STORAGE, PREVIOUSLY TRENCHED FOR REFRIGERATION; ELECTRICAL OR PLUMBING. THE MINIMUM FLOOR REMOVAL SHALL BE 24' IN WIDTH OR 24' SQUARE. ALLOCATE 6,000 SF. OF CONC. SLAB TO BE REMOVED FOR BUDGET PURPOSES. PROVIDE UNIT COSTS FOR DIFFERENCE. ALL REPLACED FLOOR AREAS ARE TO BE A MINIMUM OF 5' THICK, REINFORCED, AND DOWELED 24' O.C. TO THE ADJOINING SLAB. 34. THE ENTIRE INTERIOR CONCRETE FLOOR WILL BE BEAD BLASTED TO REMOVE ALL ADHESIVE, AND OTHER RESIDUES AND SHALL BE LEFT FREE OF ANT DIRT, DEBRIS, OR OTHER SURFACE IMPERFECTIONS. THE ENTIRE FLOOR WILL BE SANDED PRIOR TO ANT FLOOR TILE BEING INSTALLED.. DEMOLITION PLAN PRIOR TO DEMOLITION, FIELD VERIFY ALL STRUCTURAL COMPONENTS: DO NOT REMOVE ANY BEARING WALLS UNTIL PROPER SHORING- IS IN PLACE. NOTIFY ARCHITECT IMMEDIATELY OF ANY CONDITIONS WHICH. VARY FROM THE PLANS. CITY TULWWJ. APOF PROVED AUG 2 S 1997 AS t.,f_ BUILDN:.i C. CITY OF ..EMIT CENTER SCALE 3/32 " =1' -0" 0 ' 5 ' 10 ' 25 DRAWN: CHECK JOB NO: 0 1 U 0 4 W ° Q z0 5 ni � oa ! 9 U 11 c\ 0m °o G 1I 0 WI EEK EEK 9 - 020 SHEET: 42-0 OF 15 SHEETS EXISTING DOCK LEVE REMIAN AS SHOWN EXISTING GGNG. RAMP t 10% SLOPE STIBIILE NEW CURB . LUT - CPT FROM MEZZ. T7EGK TO < vcT L I I BOTTOM OF GIRDER TI - HCsT= OAS m IBOTTOM OF GIRDER I TT= CART RAIL FUR, t INSTALLED BY OFFICE DEPOT . v vESTIBULE 14' -0 I/t' SALES AEA EXISTING CURB AT FIRE LANE TNT STS. FIGURE NEW TRY SYS_ STORAGE -. SEE DET. ET. 'G FOR I 104 BLK LOGC ON . ON WAL S R1RR CUT WALL b. 19' -0' HUNTER DOUGLAS' 6EILING "GRID THIS LINE 1�PRESENT6 BOTTOM OF VAL ELEC. R1. ELEv. ECJUIP. EXISTING 2HR L �FIRE WALL CARPET (CPT -1) THIS WALL (DASHED) FROM FIN. FL. TO S' - 0' AFF. FINSH EDGES LULT -1 TRANSITION STRIP FURR OUT WALL W/ Wt MTL STUDS • lb' OD. E GYP. BD. TO 8 AFF. FINISH TOP AND END W/ WOOD GAP PAINTED P -3 PLASTIC STRIP DOORS LOADING 1 120 I PLASTIC TRIP OLVRS cowipotl 112 I 1 • \� / .. - GIOPLdT RECEIVING EXISTINGSGFFIT —�� AND LIGHTING �'� No CHANGES BARRIER FREE PARKMG 34' -9' BAILER FORK LIFT ATT. CHARGER fl EI EE'S IYU -025 POWER POLE 2" RIGID FENCE POST T' 7 - .130 WALL THIGIQJE99 TYP. 30' -0 30' -0' 30- BOTTOM OF STEEL AT UNDERS DE OF MEZZANINE HGT= CENTER IN EXIST iB0 CORJER GUARDS FLOOR TO 6' -0' AFF MP. ALL OUTSIDE Gr.. CORNERS - SEE SPECS. A/ i ' EXISTING ST TO REMAIN. RE To ACCOMMODA vEbTIHULE AND 30' -0 BARR ER E PARK I 4G 3P.1' - 0 EXISTING SPRINKLER RISER AND ROOM _ SEE FINISH SCHEIDULE FOR SCALE 11 =1'-0{ ALL FINISHES WALL TYfi ES TO UNDERSIDE OF ROOF DECK To UNDERSIDE CF MEZZ. FLOOR TO UNDERSIDE OF MEZL FLOOR Tit e�el�Yi� i 1►! e i �! ! e! Y Y l �! Y I 3' BATT INSUL. (EA. SIDE) FOR SOUND ATTENUATION 2 ROWS- 34S Mil_. STUDS • lb O.C. TO UNDERSIDE OF MEZZ FLOOR t . EXISTING WALL FINISH PER RooM FINISH SCHEDULE %• GLIB. TO ALIGN WITH ADJACENT WALL 3 % mil_ STUDS IS OC. yl SWAMP! SEE ROOM RN. SCHED FOR FLYWD. WAINSCOT GENE NOTES: I. ALL MILLWORK IS TO BE SUPPLIED AND INSTALLED BY OFFICE DEPOT CURD, LAVATORY MILLWORK N R'-STROOMS AND EMPLOYEE LOUNGE TO REFURNISHED AND INSTALLED BY GENERAL CONTRACTOR 2. OFFICE DEPOT WILL FURNISH AND INSTALL PORTABLE FIRE EXTINGUISHERS of THE TYPE, AS DIRECTED BY THE LOCAL FIRE MARSHAL. 3. PAINT ALL STEEL BOLLARDS (INTERIOR EXTERIOR) P -1 FIRST FLOOR 1=L4(• . TYPE N WR GAS. I EIFS R -II BATT INSULATION 2 LAYERS 5/S' TYRE X STUDS • Ib' OA. 3% MIL. • lb OC. TO 9' - g5 GAB. EXIST. TILT WALL R -11 INSUIi TOT -0' 3%. MTL. • lb OD: CONT. TO ROOF SHEATHING 1 1 TO UNDERSIDE OF ROOF DECK SEE ROOM FIN. SCHED FOR PLYWD. WAINSCOT NOTE SEE DETAIL 21 / ASJ FoR ALL PARTITION WALL. SILL DETAILS NOTE: SEE DETAIL 22 / AS.1. FOR ALL PARTITION WALL HEAD DETAILS THAT EXTEND To UNDERSIDE OF ROOF DECK NOTE: WHERE (IHR) 16 INDICATED CONSTRICT PER U.S. GYP. GA FILE No. 1200 OR UBF. ITEM 4 16 -1.1 CITY TJKNiILA E OF PROVE) AUG 2 5 1997 AS r.:3 —ED DP, NON CARPET SHALL BE INSTALLED ON TOE KICK OF ADJACENT MILLWORK SEE DRAWING .A -23 FOR ROOM FINISH SCHEDULE, I TreS 11E: T -U, MATERIALS AND FINISH SPECIFICATIONS. ALL vERTICAL FIFES TO BE INSTALLED PLUMB. BUILDING SHALL BE BUILT N ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL CODES, LAWS AND REGULATIONS. RECEIVED CRY OF TUKWILA PERMIT CENTER SCALE 3/32 1' -a 0' 5' 10' 25' DRAWN CHECK: 0 0 F 0 d) 0 JOB NO 91 - 020 0 11) 1 111 1- I co ( 9 0 0 0_ z 1111116 Q d z (L 09 o 0 r 11_ J k - O m1-- ii 0u_ Z t) 0 EEK EEK SHEET: 42 -1 OF: 15 SHEETS STAIR .1 201 212 InT9111111 EI9Emann' mummi TYR • OFFICES 1 204 10' -5'. 26' -10' 19' -4' 12' -II' STAIR .2 30' -0' 30' -0' 0 0 0 r 8 -11' }� E 8TRG }I BTAIRLAY, 30' -m• 12'4. 0 Ca57 MEZZANINE 202 D IBi. TffZZAN"� LEVEL FROM MEZZ. DECK TO BOTTOM OF GIRDER HGT= I1 -0' BOTTOM OF GIRDER HGT= 180 -0' 1801 -0' WALL Y1E S SCHEDULE FOR SCALE ALL FINISHES TO UNDERSIDE OF ROOF DECK AI SAME AS TO UNDERSIDE OF MEZZANINE FLOOR (f-V4J SAME J AS HALF ALL L . WA TO 48' 3• BATT INSULATION P FO OUND ATTENUATION 46' GWB. RESTROGM THIS SIDE 4 6' WR GJUB. 3 MTL. • I6' 00. TO UNDERSIDE OF MEZZ FLOOR TO T6 .1)B. WET WALL THIS SIDE N WR GWB: 346' MTL. • IS'. O.C. UNDERSIDE OF MEZZ FLOOR TO UNDERSIDE OF MEZZ FLOOR EXISTING WALL FINISH PER ROOM FINISH SCHEDULE 4 b • GINS. TO. ALIGN WITH ADJACENT WALL 3 4 1 . MTL. STUDS 6 OC. S!A!MA!!1 : !! SEE ROOM FIN. SGHED FOR FLYWD. WAINSCOT 2. OFFICE DEPOT WILL FURNISH AND INSTALL PORTABLE FIRE EXTINGUISHERS OF THE TYPE, AS DIRECTED BY THE LOCAL FIRE MARSHAL. 3. CARPET SHALL BE INSTALLED ON TOE KICK OF ADJACENT MILLWORK. I EIFS R -II BATT INSULATION 2 LAYERS 5/e• TYPE X 3 MTL. STUDS 6' O.C. MEZZANINE FLOOR fi L)4N TO UNDERSIDE CF ROOF DECK SEE 5001 FIN. SCHED FOR PLYWD. WAINSCOT NOTE. SEE DETAIL 21 / A9.1 FOR ALL PARTITION WALL SILL DETAILS NOTE: SEE DETAIL 22 / A9.1 FOR ALL PARTITION WALL HEAD DETAILS THAT EXTEND TO UNDERSIDE of ROOF DECK NOTE: WHERE (INR) IS INDICATED CCNSTRIICT PER U.S. GYP. GA FILE NO. 1200 OR IIBC.. ITEM .16 -I.I CITY OF T AP°RO AUG 2 6 1997 i!J■ ED Cs ENERAL NOTES, 1. ALL MILLWORK IS TO BE NIFPLIED AND 4. SEE DRAWING A -23 FOR ROOM FINISH SCHEDULE, INSTALLED BY OFFICE DEFOT NNDJ LAVATORY TYPES PIE: T -I), MATERIALS AND FINISH MILLUbRIC IN RESTROGMS AND EMPLOYEE LOUNGE SPECIFICATIONS. TO BE FURNISHED AND INSTALLED BY GENERAL CONTRACTOR ALL VERTICAL FIFES TO BE INST. LED FLUME, 6. BUILDING SHALL BE EUILT IN ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL CODES, LAWS AND REGULATIGNS. RECEIVED CDy OF TUKWIL4 PERMIT CENTER SCALE 3/32 " =I — 1C/ 11 0' 5' 10' 25' DRAWN CHECK 15 SHEETS "I Z o0 a. 4 f- Q Z4 4 W n 4 L W D ° Z z0 n 3> m lu V O A u a -) An 0 EEK EEK JOB NO 91 -020 0 0 111 UA.t c > z Z 03 1-Z R k_)z aN U 03 u N 1� 0 � Hi 0 m1 °o SHEET: 42-2 BOOM FINISlal S C H E D U L E R1 NO :NAME FLOOR ..BABE 'WALL'. QUA. CEILING DWG A -4 FILING HEIGHT REMARKS .. NOR1H EAST SQUTH WEST' SEE _. 3111 011-149/30 [033'30) 1.0NO0 191 - 3111 a3OOfeJ 1 3111 NO1119Od9400 1..MIA 3111 O114.30 9,11191X3 3aVa a3aarw 'OO . .9 M. O31.N116'191X3 3NON .94 01 31091.491 011911. O31N116 - N.q M. N91N14 ON . 101X3 991194.19MY . 33'd .6 Ol Gloom, O31NI11 "6A9 1113N O31NI16'101X3 13.a9O O31N11d - 111.1 R13N 1 ,113 ON "191X3 '33t' 43 Ol OOCM1.1 .04 Ol 31VNI144I 011011. . - 13dtl1O 99119/W1111 N9IN13 ON ,61X6 O31NI1d'OO ,A9 M. 031NIV6'10 3 .94 01 - 61441-191 011911. 031,1116 • NJO m3N 99410/4111V O31NIVd'O6'dA m3N 431NIYd v O31411d : 1;;;31.1 N91N13 0,1'191X3 99,19441111 .."9.0 01 OOORIA, '1NI1d'O1P1L6 0300.X3 136910 w � ..o..o O31Nl1d 'OA 'dA9 L-1O4 19,91 2 WASTE RECEPTACLE, AN 10821 101 VEBTIMILE TOILET TISSUE DISPENSER A51 •0264 -I • O 0 I • • PROVIDE SOLID. WOOD BLOCKING FOR ALL TOILET ACCESORIES O 4 GRAB BAR (2) ASI ^3501X36 (2) A51 9501X42 TO BE MOUNTED 10 ANY GYP. BOARD PARTITIONS. DIMENSIONS ARE TO BE CUT -TO -OUT. TO BE AS MFR°_ BY ASI. OR EQUAL. • • URINAL SCREEN- GLOBAL POWDER COATED METAL 48' x 42' 10 4 • 10' 4 BASE • GTP BD ONLY 103 GIBTOMER SERVICE • • • • • • - -. 104 STCRAC ROOM • • • • • • • - -- 105 COPT" AND PRINT CENTER O • • O • • • ___ S'•0' cPi' -I WAINSCOT 106 OFFICE SUPPLIES • • • • • 1m1 OFFICE TECFNOLOGT • • • • • • '10' -0' P ABOVE cEILMGCK BTR1GiURE. 108 CHECKOUTS • • IDS OFFICE FURNITURE • • • • • 12' -0' 110 BULK BALES AREA • • • • • • • • • • 12'_m' BABE < 3/a' PLTUA WAINSCOT ALL G1P BD WALLS TO 8' -0• AFF III RECEIVING • . . • • • . • - -- 112 CORRIDOR • • • • • • • IB RECEIVING OFFICE' • O • • • • O B' -0' CHAIR RAIL 114 ELECTRICAL AREA • ___ FRE -FAB ELECTRICAL ROOM 115 EMPLOYEE LOUNGE • • • • • • • B' -0' CHAIR RAIL 116 JANITOR CLOSET • • • • • • • • • - -• 4B' PL -I WAIN8c0T III CORRIDOR • • • • • • g'_0• 118 YLTI1. • • • • • • • • • • • B' - 0' Blue s ABO D f. A EILRYs 113 MEN • • • • • • • • • • • B' -0' 8 ABOVE CEILING 120 EXTERIOR LOADING • • • 121 cASH OFFICE • • • • • • • B' -0' CHAIR RAIL Q2 MANAGER'S OFFICE • • • • • • • e' -0' CHAIR RAIL 123 STAIR4 -NEW • • • • • • ___ 12 ELEVATOR EQUIP. - EXIST. f • • • • ___ IXISTNG ROOM 125 STAIR • - EXISTING • • • • • • ___ IXIBTNG ROOM 201 STAIR 1 - EXISTING • • • • • ___ IXISTMG ROOtI 202 MEZZANINE • • • • • • • 203 STAIR •J - NEW • • • • • • • _._ AU 7 8 I 204 cctFERENCE ROOM • • • • • • • 205 TRANNG ROOM • • • • • • • 206 DM OFFICE • • • • • • • ___ 201 DM OFFICE • • • • • • • ___ 20a TRANI. OFFICE • • • • • • • --- 203 cOORDNATOR • • • • • • • ___ RECEIVED 210 ZONE OFFICE • • • • • • • ___ C F viu� 211 SECRETARY OFFICE • • • • • • • 212 SECRETARY OFFICE • • • • • • • ___ TOILET ACCESSORY SCI-IEIDULE C) NO. 4 T DESCR,ION NO. QUA. DESCRIMON C THIS SIDE WIN IT 7P MOUNTED, A5119328 O O3 DISPENSER-WALL/PARTITION MOUNTED, ASI 10342 0 PENNINE NAPKIN DISPOSAL, ASI •0852 (SURFACE MOUNTED) 14 2 MIRROR 24W X 36R ASI 10600TA O I MOP HOLDER - 451 N308A 15 2 WASTE RECEPTACLE, AN 10821 O 5 TOILET TISSUE DISPENSER A51 •0264 -I 0 I FEMININE NAPKIN VENDOR ASI 19864 I. G.C. SHALL AND MILLWORK 2. MIRROR 3. TOILET ACCESSORIES PROVIDE SOLID. WOOD BLOCKING FOR ALL TOILET ACCESORIES O 4 GRAB BAR (2) ASI ^3501X36 (2) A51 9501X42 TO BE MOUNTED 10 ANY GYP. BOARD PARTITIONS. DIMENSIONS ARE TO BE CUT -TO -OUT. TO BE AS MFR°_ BY ASI. OR EQUAL. O I URINAL SCREEN- GLOBAL POWDER COATED METAL 48' x 42' 10 4 TOILET PARTITION- GLOBAL POWDER COATED OVERHEAD BRACED ill BLOCKING C) O SEE SE m e i ll ® 4 T m I 4' BACKSPLASH (PL -U LINE OF 2x6 WD BLOCKING PLASTIC LAMINATE (PL -I) EAST ELEVATION 113 °NORTH ELEVATION @SOUTH ELEVATION 115 °EAST ELEVATION 118 119 121 RECEIvING- OFFICE ELEVATION TIME CARD VENDING MACHINES HOLDER MIC) (NICI r - i TIME CLOCK 11 1 L<A—(NIC) o CHAIR RAIL EMPLOYEE LOUNGE ELEVATIONS WOMEN'S RESTROOM °EAST ELEVATION 5/8' PLASTIC LAMINATE SHELVING (PL -U MEN'S RESTROOM CASI -I OFFICE BLOCKING @SOUTH ELEVATION SEE VINYL BASE °WEST ELEVATION AIM 3/4' WIDE fiLOTTED bTANDARDfi W/ 2x6 OCKING °SOUTH ELEVATION @WEST ELEVATION P -LAM 10 48' CPL -U IMF LINE OF 2x6 x SEE WD BLOCKING 4' BAGKSPLASH 9 (PL -U PLASTIC LAMINATE (PL -U SCALE: 1/4' • 1' -0' WEST ELEVATION NOTES: I. 30' WIDE COUNTER 2. MILLWORK SHELVES 4 ON SHORT LEG BRACKETS BY OFFICE DEPOT. PLAS. LAM. EFL -U TOP AND BACKSPLASH DRAWER FACE WITH R' DRAWER CABINET TO HAVE ADJ. SHELVES AND MELAMINE ®EAST ELEVATION FINISH ON ALL SURFACES INTERIOR A.S. EXTERIOR LOCKERS(NIG) CHAIR RAIL VINYL BASE CONTINUE BASE AND CHAIR RAIL BEHIND LOCKERS ANp VENDING VALVE ON THIS 619E @NORTH ELEVATION P -LAM TO 48 ( - I) SLAB SEE @NORTH ELEVATION Alk SCALE: 1/4' = 1' -0' VINYL BASE SCALE: I/4' = 1' -0' SCALE: 1/4' • 1' -0' @WEST ELEVATION SCALE: 1/4' = 1' -0' LPG LOCKERS AND VENDING MACHINES: TO WALL_ EMPLOYEE'S LOUNGE I' CONDUIT STUB AT 44 A.F.F. TIME CLOG SHELF WATER HEATER CN SHELF ABOVE GLG. r -n' 6' -10 12' n s I MANAGERS OFFICE I LOCK -UP DOORS MILLWORK BY OFFICE DEPOT G.C. TO PROVIDE WOOD BLOCKING IN WALL RECEIVING OFFICE 1:- 1:.... X 2' -8' 9_7o 257 ' -0' •O ENLARGED OFFICE PLAN SCALE 1/4 FORK -L IPT BATTERY CHARGER 1 — 1127 ! 4 d Ll 1 � .C. a e' -I0' 22' -II' LOCK -UP DOORS SAFE SAFE. BY OFFICE D. INSTALLED BY GL: SEE 31 /A81 �hh a tt J 0 U- CI z Z 111 a_ °z z0 4> m f- O 21- Ia ° W UI I- U UI 7 DRAWN: EEK CHECK: EEK JOB NO: 9I - 020 W F- 5 in 1 co U) c0 9 6l �0 ILIlli Q 0 � U Q d ( � M � It V 0 „1 rc SHEET: 42 -3 OF: �� SHEETS 4 T II O O v m O THIS SIDE WIN IT I 4' BACKSPLASH (PL -U LINE OF 2x6 WD BLOCKING PLASTIC LAMINATE (PL -I) EAST ELEVATION 113 °NORTH ELEVATION @SOUTH ELEVATION 115 °EAST ELEVATION 118 119 121 RECEIvING- OFFICE ELEVATION TIME CARD VENDING MACHINES HOLDER MIC) (NICI r - i TIME CLOCK 11 1 L<A—(NIC) o CHAIR RAIL EMPLOYEE LOUNGE ELEVATIONS WOMEN'S RESTROOM °EAST ELEVATION 5/8' PLASTIC LAMINATE SHELVING (PL -U MEN'S RESTROOM CASI -I OFFICE BLOCKING @SOUTH ELEVATION SEE VINYL BASE °WEST ELEVATION AIM 3/4' WIDE fiLOTTED bTANDARDfi W/ 2x6 OCKING °SOUTH ELEVATION @WEST ELEVATION P -LAM 10 48' CPL -U IMF LINE OF 2x6 x SEE WD BLOCKING 4' BAGKSPLASH 9 (PL -U PLASTIC LAMINATE (PL -U SCALE: 1/4' • 1' -0' WEST ELEVATION NOTES: I. 30' WIDE COUNTER 2. MILLWORK SHELVES 4 ON SHORT LEG BRACKETS BY OFFICE DEPOT. PLAS. LAM. EFL -U TOP AND BACKSPLASH DRAWER FACE WITH R' DRAWER CABINET TO HAVE ADJ. SHELVES AND MELAMINE ®EAST ELEVATION FINISH ON ALL SURFACES INTERIOR A.S. EXTERIOR LOCKERS(NIG) CHAIR RAIL VINYL BASE CONTINUE BASE AND CHAIR RAIL BEHIND LOCKERS ANp VENDING VALVE ON THIS 619E @NORTH ELEVATION P -LAM TO 48 ( - I) SLAB SEE @NORTH ELEVATION Alk SCALE: 1/4' = 1' -0' VINYL BASE SCALE: I/4' = 1' -0' SCALE: 1/4' • 1' -0' @WEST ELEVATION SCALE: 1/4' = 1' -0' LPG LOCKERS AND VENDING MACHINES: TO WALL_ EMPLOYEE'S LOUNGE I' CONDUIT STUB AT 44 A.F.F. TIME CLOG SHELF WATER HEATER CN SHELF ABOVE GLG. r -n' 6' -10 12' n s I MANAGERS OFFICE I LOCK -UP DOORS MILLWORK BY OFFICE DEPOT G.C. TO PROVIDE WOOD BLOCKING IN WALL RECEIVING OFFICE 1:- 1:.... X 2' -8' 9_7o 257 ' -0' •O ENLARGED OFFICE PLAN SCALE 1/4 FORK -L IPT BATTERY CHARGER 1 — 1127 ! 4 d Ll 1 � .C. a e' -I0' 22' -II' LOCK -UP DOORS SAFE SAFE. BY OFFICE D. INSTALLED BY GL: SEE 31 /A81 �hh a tt J 0 U- CI z Z 111 a_ °z z0 4> m f- O 21- Ia ° W UI I- U UI 7 DRAWN: EEK CHECK: EEK JOB NO: 9I - 020 W F- 5 in 1 co U) c0 9 6l �0 ILIlli Q 0 � U Q d ( � M � It V 0 „1 rc SHEET: 42 -3 OF: �� SHEETS O! O 30' -0' 30' -0' - -mwa. ___� ®■ .__ MINIIIII el®r s■ ®col■ !1111►1111I:1. �•� cm= 11111111 1 mom p rm® ��I L�Jnlan hi 1 11191 111 =' NNW ° ra: �.i 14' -0' 14-m 12 14' -0' 14' -0 14' -0' 12 14' -0' 18' -0' 18' -0' 18'-0' 18' -0' 14' -0' ,:., 14' -0' 14' -0' 4 =0 16' 0' 12'- 19' -3' I2'- 12 J -J 16' = I6' 0' I2 12' - 0' I2' -0' .., r 12' -0' .a 12' - 0 . _......._ 11_6 :.. IT- I1 -6' .. 4 I1' -6' - .- :...... -_ •∎••■•■•r■• ■II ®l ®i■Il■■llM■ ■■io Iluul ■IIIIU1 ■ ■.. ■ ■. ■ ■ ■■. ■. ■ ■ ■ ■•� ■■kl■ ••■■••••••■i ® •®■i■■ilill■■■@ ■■fie ■•�• ■ ■is ■� ■ ■iil��••• ■• ••■■••=•••III •Iii•• ■If ®•■i■• F111•11111=■ ■f7 ■■• ∎!?� ■f1•■•• ■ ■ ■f \■�� ■ ■fiO ■■ ®lid• ■r ■■�•■•m■ 11111111111111111 11111111111 111111111111111111111 -1111E111111 :uu•• uu11u• EE11u:11• luu• ■ ■ ® �n�•� ■ rku•ii ii•Bu IUM11■In1IM1 ®1111111111111 12' -0'. . I2' -0' f/ 12' -0' 12 --- 12' -0' 12 -0' _ : IB' -0' IV -0'. 12'-0' I6' -0' 16' 0' 16' -0' 6' -Z' 24' -0' 18' -0' 10 -0' I I I6' -0'. Il' -S' 18' -0' 24' -0' SOFFIT LIGHTS ARE EXISTING AND TO REMAIN 0q1.-02,57 16' 0. • W CILN-LIP DOUR 0 0 0 n 0 1 SLOPED BORDER FROM 40 TO 12' -0' APP. 12,412. CELL CEILING 6 10' -0' APP. . HUNTER DOUGLAS CEILING GRID THIS LINE REPRESENTS THE BOTTOM. OF VALANCE REFLECTED CE I L 13I161NE55 TECHNOLOGY CEILING GRID DIM'S OF GRID: AREA OF GRID: HEIGHT OF GRID: [BO1; OF GRIDI t0 FRL 0.008 J SEE PLAN FOR DIM 3b48 8F. 10' -0' APR BANNER LEGEND 5132 120'W X 46'14 - 144 AFF: 13153 168'1U X 48'14 - 96. APP. 554 32'W X 49'H - 108 APP. 585 192'2.1 X 48'14 - 102 APP. (TT, 866 24'W X 36'H - MOUNTED TO GONDOLA 2. BANNERS ARE SUPPLIED AND METALLED Sr Orr ICE DEPOT. 3. SEE ROOM FINISH SG:EMILE FOR ALL CEILING MATERIALS AND HEIGHTS CITY OF T1,1,41:A A,U6 2 6 1997 CxENERAL NOTES, I. FOR ADDITIONAL NOTES, DETAILS AND INFORMATION REFER TO MECHANICAL AND ELECTRICAL DRAWINGS. RECE NED CITV OF NKNlILA PERMIT CENTER SCALE 3/32 " =1' -O" 0 5 ' 10 25' 0 1 -- 1 5 CO LO 1 co ) N w 3 1 ff O 1 A-1- -L f Q 09 U io 0 Q Q DRAWN: EEK CHECK: EEK JOB NO: E t -020 ii_LL U W O m+- Oo D SHEET: 43 -1 OF: 1S SHEETS II — - � J I I I � r h L_JJJ — Dab, L I 1'EZTANRff LEVEL ' L ' J FROM MEZZ. DECK TO BOTTOM OF GIRDER HGT= 11' -0' BOTTOM OF GIRDER I-IGT= 25' -6' 1EO -0' Eza rh L r — - 1 2 id ee!- ►!►!1- ►Be 111111 e-e-e-_.ve - e--e1 -� • le ee■e -f -® ®Ie■ �? ®� ®�® ee■e -• ■■I FIFA e - ►le- EN . ■A®® NMI 1111111111g Nom imm. — p.m" oe ®�nJ 0 - T u r - h I h L_JJ 30-0' '_!: o®® £ - l i r r9111111 113E21101 IlIl t7 0 11 D2 BANNER LEGEND 552 120'W X 413'1 - 144 APP. 583 16811.1 X 4891 - %APF. 554 32'W X 49'1 -1013 APP. 555 192'0 X 48'1 - 102 APP. CM, 556 24'W X 3611 - MOUNTED TO GONDOLA C:ENERAL NOTES, I. FOR ADDITIONAL NOTES, DETAILS AND INFORMATION REFER TO MECHANICAL AND ELECTRICAL DRAWINGS. 2. BANNERS ARE SUPPLIED AND NSTALLED BT OFFICE DEPOT. 3. SEE ROOM FINISH SCHEDULE FOR ALL CEILING MATERIALS AND HEIGHTS ... CITY OF TLiK111LA APPRQ/ED AUG 2 6 19.97 AS flECEIVED CRV OF TUKWIIA PERMIT CENTER SCALE 3/32 =1' —O" 0 ' 5 ' 10 ' 25' 0 0 0 0 I- Q 4 4 z 0 d) w 0 I- F u „, DRAWN: E:EK CHECK: EEK JOB NO 97-020 L w � I u j in t- tO N JL 't O 111 0 19 W CL z H z 111 01 0 � z n 3 w ' I ii 0 c9, ° 0 30' -0' 30'_0' 30'_0' 0 0 30-0' Do2 ( f XTU1E f'LAN CITY OF T UKWLA pP °2D ADD 2 6 1597 AS r:O RECENE� crtr of Tuicwia PERMIT CENTER SCALE 3/32 " =1' -0" 0'. 5' 10' 25' z 00 - z4 Vz no ° z z0 no e Pit 1 O di Q to di di F 0 Ul 7 ° DRAWN: EEK CHECK: EEK JOB NO el -020 u ILI-L2 X9 0 m �- u. !l SHEET: 44-1 OF: 1 SHEETS HARDWARE GENERAL NOTES PAINTING SPECIFICATIONS - SUBSTRATES TO BE RECOATED (REPAINT) PAINTING SPECIFICATIONS - NEW SUBSTRATES L 2. PROVIDE '. .T 4 LATCH . CONTRACTOR FOR 4,. 6: STORE JUST 6. STORE 1. DOOR LISTED APPROVED ALL METAL DOOR PRIMES TO BE FRONDED WITH SILENCERS. BT EST MAAFAci,..E z DOOR 8URLY¢ PER BCHEDI4E'A0 MA LEACTA® 'B 8.1 SYSTEMS' (300) 235 -13EST3 TIC 300 ADA SYSTEM MEN 4 UI4'EN.• HC300A3 ER ROOM RARE, • HC.... BAcR.E... COLOR • BLAcK IBIS BORE., LF:MERNG BRAILLE • LNITE 943 81.3 SHALL ISE MIOINTED CH THE ANNE ADJACENT TO T. BIDE OF TCE DOOR THE 13.40 SHALL BE MOUNTED WITH CENTERLINE 60' AMP. .1514 FLOOR. TO ALS, TYPED WRITTEN 1314... DRALUIN 3 AND PRODUCT LITERATURE ALL SURFACE GONTINATION SUCH AS OIL, GREASE, LOOSE PANT, MILL SCALE DIRT, TORE. : MATTER RIOT, MOLD MILDEW, MORTAR EFFLOREBCENGE, AND SEALERS MUST BE REMOVED i0 ASSURE SOLID BO DING TO THE TIGHTLY ADHERING OLD PAINT. N ADDITION GLOSDY SURFACED OF OLD PAINT FILMS MST CE CLEAN AND DULL BEFORE REPAIRING. . R... E'E,R.ATION& L WALLS - A LL MD T- FROM. 400 LATER EAU- PRICER WHITE (820.00) (SPOT FREE) 2. AND l 3RD COATS: PROI'IAR 400 LATCC eEi11GL09B • ENA EL UNITE (5311.0. B -BLOCK IW.LLS- LIST COAT: FROMAR ILTEROVEXTEAOR BLOCK FILLER 0 LAT T5J!SPOT PRIME) B 2. 2ND l 3RD COAT& PROMAR 400 LAEX SE'S-CRASS (133.400/ 31W400/ F . cT'AEL 533.0. 0) T TRAY A.u)DOD- L 1ST COAT: FROM. 200 ENAMEL INDERc.OATER 184911000) (SPOT FREE) 2. END 4 3RD. COATS: NDUBTRIAL ENAMELHS(0542. SERIES) SILVER PLATE B. METAL - (DOOR 4 FRAMES) I -STES A ICTD METAL PRIMER 53501.. (SPOT PRIME) L IBT COAT: : H ED 2. 2ND 4 3RD COATS: NWBTRAL ENAMEL H(S (3542 SERIES) SILVER PLATE 3. COLU'N0 - L 184 COAT: HI-SOLIDS ALKYD METAL FRAMER M.N. IBPOT PRIME) S.2ND ! 3RD COATS: INDUSTRIAL ENAMEL HB (0542 SERIES) IWHITE) '4. ROOF DECK 4 BAR JOIST AREA - (601) (WHITE/ (SPOT PRIMER - UNITE) OFN18H 86 L BT COAT: ACRYLIC AcTELI (8 2 2ND COAT: . WAUNITE TO ACRYLIC DRTFALL 42 00300) T (UNITE TO GUARANTEE FRILL COVERAGE) INTERIOR 0FECFICATION6 L WALLS A DRYWALL - L BT COAT: SROMAR 400 LATEX MAL.PRMER UNITE 53261.001 2. 2ND 43RD COATS:. PRA TAR 400. LATEX SEMI -.058 ENAMEL UNITE (133111100) 1 . F3LOOK.15 - I. 1ST COAT: PR GR NTEROR/EMERIOR BLOCK FILLER MANN. 2. AND 4 3RD COATS, PRA I. 400 LATEX SEMI- G-f>88 (3311400) ENAMEL /83334001.. I. TRR'I A WOOD L T COAT. PF ]00 EN 00) S IN D 4 3RD FR.. ENAMEL .53150 NATER SILVER PLATE 2 2N 4 F INDUSTRIAL ENAMEL H0 (B50Z2) ILVER 13. 1. 1ST COAT: , HI-SILICAS EB ALKYD PETAL PRIMER (1350N22) 2. 2ND 4 31RD COATS, INDUSTRIAL ENAMEL FJ@ 58542 SERER) SILVER PLATE 3. COLIf'M9 L 1ST COAT. 141-531105 ALKYD METAL FREER (B503.2) 2. 2ND ! 3127 COATS: NDU(S1RAL ENAMEL HS (8642 SERIES) (UNITE/ 4. ROCS DECK 4 BAR JOIST AREA - LS.. L BT COAT: DTM ACRYLIC FRIMEIG3FNISH (36601) (LLHITE) 2.2ND COAT: WATERBORE ACRYLIC DRTFALL 5E 42 SERIES) (UAHITE TO GUARANTEE RILL ) EXTERIOR PAINTING SFEGffICATIONS: L CONCRETE OR BLOCK- L BT COAT. HEAW DUTY OLOCK FILLER 2. 2ND J 3RD COATS. A-100 HODS 4 0 EXTERIOR LATEX FLAT HOUSE 4 (A -6 SERE. 2. STUCCO OR TILT-UP- MANRY ACRYLIC PRIMER (A) L 2 COAT. LOX. EXRSO ]LINO 43RD COAT& A -00 EXTEXTERIOAR LATEX FLAT HOUSE 4 TRIM (A -6 -6 SERIES/ 3. METAL- BT COAT: SOLIDS ALKYD METAL .53 MER ERNES/ J) 2. AND 4 3RD COATS:: . IDIJOTAAL ENAMEL L H(S l054Z 90308) (VERMILLION RED }(WHITE) UIOOp I. IBT COAT. A -0 EXTERIOR ALKYD N METER HOWE (T24000) 0 2. 2ND ■ 3RD COAT& A -m0 EXTERIOR LATEX . BATA FNCUSE • TRIM fCAE SERIES) 5. METAL .71.E N WIRE MESH- RED -HI -GLOSS (ALL MATHER EPDXY) 20 DNA SPRAY APPLES ' ACOITNTER FORMULAS L VERMILLION RSD DTMI ACRYLIC GLOBS (366 1..) 81 -4 PI -4 ALL FAINT BIJBMITTED MAY BE BRUSH, ROLLED, OR SPRAYED ON FIRST TWO COATS WITH FNAL COAT BEND ROLLED: ALL DOORS AND HARDWARE SPECIFIED, PREPARED BY A LICENSED Lem: NED ALL E Th HOLLOW CORE METAL DOORS ARE TO BE ...ATED, DOOR AND FRAME TO BE SHOP PRIMED AND PANTED OR OFFICE_. DEPOT APROVED EC1JN -. MANAGER TO CONTAC.'. 'REST LOCKS FOR FER1AN !TNT CORIES PRIOR TO R-CEIV. MERCHANDISE. MTALLED BT GO. MANAGER TO REV. CONBTRICT101 CORES TO 'BEET' DETER SYSTEMS MGT BE N CAMELIA.. ANN SPECIAL EGRESS CONTROL DEVICES: N NEC CR R CODE UAiIDiCTION6. DETER HARDWARE TO BE USED ONLY WITH BPRIHKLER SYSTEM FINAL CORE PROCESS FOR BEST' LOCK AND CYLINDERS T 'BEST' FOR AS THE MER WILL 'SPICE PROVIDE FORM THE GEN MANAGER... ALL 0T THE E GENERAL CONTRACTORS WILL BE INSTALL,. CONSTRICTION COREO N ALL LOCKSETS, PAD LOCKS. DETERS' AND SLANG ENTRANCE AND EXIT DOORS USE DURING THE CONBTRJCTILN PROBE BOON AS THE STORE MANAGER ARRIVES FOR MASS HIRIJCG, HE UNSOLD CONTACT CNIENGENT AND R? HM THAT PRIOR t0 LGNDIS ALL THE CC RIC F E ALL NSTTION COILS S N ARE M BE REMOVED ANC INN FINALE I TE NDIS=6 METALLED PER COR CONSTRICTION PLANE. 'BEST LOCK THE SUPERINTENDENT THAT I HAVE THE. STORE MANAGER CONTACT THE LO E.R NOTFY NOTIFY TEEM AT DEPOT. IS READY T ER WITH T" OUT THE N EB. TE GENERAL CONTRACTOR SHALL THE STORE MANAGER WITH A COP OF THE BEST PER1AffiNT LOIRE ORDER GONTARIED IN THE BPECANCATIONB COST FOR THE FAIL CORES 1811E FEBPOJBIBILITY OF THE GENERAL CONTRACTOR CORES ARE .ANGED CUT THE KEYS WILL BE GIVEN DIRECTLY TO THE STORE THE 93E3T LOCK CO' E T8 AND CORES, RNGLUDRY THE CORES M THE FRONT SLIDNCS DOORS WILL BE THE HE ET EST LOCK CO, - -- - -- - - KEYING WILL BE AS FO.LOLL. AA -I MASTER KEY (FOR AL_ LOCK... FRONT SLIDNG 130.13, DE . AND PADLOYJKB) AA 2 CA.3.0O1 AA -3 STA.. ROOM, PADLOCKS AND DETER ALARMS, RECEIVING OFFICE AA -4 COMPACTOR RECEIVAY AID EXIT. FAIR (4) KEYS WILL BE PROVIDED FOR EACH T'PE KEY. DRIERJOR PAINTING BPECIFICATIONB:. L CO'NCRETE.OR BLOCK- L BT COAL:'. FEHE5342.. 5342.. DITT BLOCK FILLER (B42 (SPOT PPJMER TO BARE SURF... MT COAT. CHALKY WHITE SEALER 2.21. 4 GA COATS. A -100 EXTERIOR LATEX FLAT HOUSE 4 TRIM (A -6 seeie ) 2 (S TUCCO OR TI LT -LIP- L. BT COAT: LOXCM MASONRY ACRYLIC PRIMER (4124.300) (SP PANE OT PME. BARE E B) BT COAT CHALKY UNITE M SEALER ALER 2.2ND l 3RD CO,Ai9: A -109 EXTERIOR LATEX R M AT HOUSE !TRI (A -S SERIES) 3. T L MT COAT: HI -OO UST ALKYD FETAL (53.4. ( R1E5) ( ERMIL RIME) 2. ]RID 4 3RD GOATS: NDUBTAAL ENAMEL H9 (�4Z SERE9) (VERMILLION RED)- (LLHITEJ L 1ST COAT- A -100 EXTERIOR ALKYD WOOD PRIMER (Y240001 GMAT PRIME) 2.2ND 4 31:31: COATS: A-100 EXTERIOR LATE( BATE HOUSE 4 TRIM (A. SERIES) 5. FETAL WOVEN AARE MESH- RED HI -GLOSS (ALL ILEA.. EPDXY) 20 ppm SPRAT APPLIED ACCUTNTER FOR'AJLAB I. VERMILLION: D. ACRYLIC GLOSS a366 Rr3B) 01 -4 ALL PAINT REMITTED MAY BE 3R10µ ROLLED, OR SPRAYED ON FIRST EA COATS WITH PEG_ COAT BEING ROLLED. HARDWARE SCHEDULE 1 I I 1 1 I 1 1 I I 1 I ST I GRXJUP I I 2 1 I GRCEP I AR}JP 112 1 I 1 f4RO:P 3 I I 1 1 C 1 I I 2 GROUP I FROM NOTE: fT L MLIDNG DOORS) 1 HOOK BOLT. MB 3351 AUI- 050 X4015 UO28 - ADAM-RITE - 1 THWATURN TT 4066 x LB 28 ADAMS -RITE 1 ARMORED DTAKE MD 4002! -012 X 0028 ADAMib -R E I MORTISE CYLINDER E 14 x 628. BEET 1 CYLINDER GUARD MB 4043 x 603 ADAMS -RTE 1 IQ PAIR BUMS MUMS 4 N x 4 VJ 260 HLAGER 1 LATCH SET X100000. BEST I CLOSER EN 231 SARGENT ] KICK PLAT. MON (SIDES)A50' B' x 34': 320.ULALN 1 WALL STOP 401.x 26D IVES I N PAIR BUTTS 12194 I/2 x 4 N x 26D HANGER I LOOKBET 93K1ABBD -03 626. BEE I WALL STOP 401 x 26D IVES VJ PAIR BUTTS. BBIRI 4 12 x 4 I/2 NRP 320 HALER AD E ..ENT WITH 96 ®DEEX CLOSER 1230 CLO 1230 ...ENT .m.......-....... THRESHOLD AS NATIONAL GUARD BET SEAT -ER 1RP 1608 NATIONAL GUARD DAP STRIP G AD NATIO._ GUARD BLLEEP b2 AV NATIONAL GUARD VIEUER N698-26D IVES (DOOR •IIIB GW.Y) GRYT IP 5 NOT USED MATERIALS AND FINISI� SPECIFICATION FINISH GENERAL NOTES CPT -1 ASPEN C.T. DESIGN •83152 CT-1 AMERICAN OLEAN ULTRA PAVER 4260 STEEL GRAY 1 8613• R -I NORA RUBBER FLOORING - NORA . 9258 ROGL0, 49110 LIGHT GREY VCT -1 ARMSTRONG - ELEA COOL WHITE 1/8k25d2' VCT -2 ARMSTRONG - SLIP RETARDANT TILE STEP MASTER EXCELLON - 50103 GRANITE, L 2. 3. S. 6- 1. S. 3 10. PANTING CONTRACTOR TO PANT T. NTERIOR COLL.. SILVER PLATE (PANT P -3) FROM THE FLOOR TO. OFF. PANTER TO PROVIDE A MNIM 1 OF TWO COATS OF RERUN WILLIAMS PAINT, APPLIED OVER A PRIMER COAT ON ALL DRYWALL, PLASTER CONCRETE ' BLOCK WALLS, AND RNCCO PNISH WALLS ALL CARPET AND VINYL COMPOSITE TILE ARE TO BE INCLUDED N THE CONTRACTOR'S BABE BID. ALL TOILET PARTITIONS TO BE ONE (I1 NCH GLOBAL STEEL PRODUCTS CSR' Tr?[R COATED STEEL, .2125 GREY, OR EOLLL. INDERBIDE CF ROOF DECK AND ALL MECHANICAL, ELECTRICAL, MID M10CELLANEOU6 DEVICES MID EMINENT OVERHEAD TO BE PAINTED P -2. ALL PANT SHALL BE BFERIAN WILLIAI6 • SALES AREA WALLS, ROOF DECK • STRUCTURAL 8.EL P -2 GROUP b 1 N PAIR BUTTS 1219 412 x 4 I 26D HANGER I LCCKBET 93KlABBD -03 826 BEST I WALL STOP 401 x 26D IVES 1 SIGN GE SQEDULE nRDIP l . Ire' z IN x IN TILE SHALL BE SET WITH 5320 EPDXY ADHESIVE (FOR NTEROR RAMPS) NOTE: Ill-ERE LNDERLAYMENT 18 RE01.1.0 PRIOR TO TILE NBTALLATION, CONTRACTOR TO PROVIDE 'ARDEX K -B SELF- LEVELIG UNDERLAYMENT CONCRETE' A0 MARFACNRED BY ARDEX NC. 630 STOOPS PER2Y ROAD CORAOPOLIB- FA 1E105 TEL • 412 264 -4240 NOTE. GENERAL CONTRACTOR TO STRIPBEAL AND NBTALL TWO (2) COATS OF J... WAX ON ME VCT FLOOR PRIOR TO TURNOVER t0 OFFICE DEPOT. TRANSITION STEPS. T-I COLOR TO BE GRAY T -2 COLOR TO BE GMAT BABE. C13 -1 CERAMIC TILE BASE - AMERICAN O LEAN A 3401 COVE BABE 4-V4 x 4 -V4' W/ MLLE°. TOP COLOR TO MATCH •43 +... I I GMAT 1.-1 FLEXCA RIBBER COVE EASE, COLOR No. 14 MEDIUM GRAY RAT& NORA RUBBER FLOOANY -COLOR TO BE G0i'I0 LKiit GI�Y WITH RTAUD BUTTONS TREADS No. 825493 -110 TILE 2' z 12' No. 025 -390 110 W4LL8: CT -1 ...CAN OLEAU N G. RE1AA 1 GRAY 44/4 z 4 -1/4• GROAT FLOOR - CADET ow, !BANDED) WALLS - WHITE a NOANDED) GELS. 112 PAIR BUTTS 00219 4 N x 412 26D HANGER - I Mil. PLATE 21244' x K' 320 BALDWIN PULL 2596 .T0 32D BALDWIN CLOSER EN EN SARGENT 2 KICK PLATER [BOTH 81DES)030' B' x 34' 3]DBALDWM SIGN SEE SCHEDULE GROUP 13 V2 FAIR OUTT.FRON INSTALLED 4 STALLED BT PREFAB ELEC RM MANE) LATCHBET 93.0 3D-03 626 BEST- TACTILE (DOUR PREP BY PREP. ELEC R Ma., FLOOR STOP 436 x 1326P IVES SKIN SEE BCVEDULE GROUP 9 • OFFICE AREA WALLS P -2 • EMPLOYEE LANCE WALLS PPW-2 P -2 ' N-TO • RECEIVING AREA GALS AND .1L1. 14-2 BE ROLLER CORRIDOR WALLS P -] I� STORAGE ROOM WALLS P -2. ALL NTERIOR SURFACES OF DOOR FRAN'E8 TO ALL INTERIOR SURFACE-5 OF DOORS TO BE PANTED CHAIR RAIL SHALL BE FLAKED AT ALL WALLS PLAN FOR LOCATION CHAIR N OFFICES APPLIED WITH FNFN 8E PANTED WITH P -3 WITH P -3. N OFFICES AND LOUNGE. I L TA .SEE CONSTRICTION W.. N REOTROOMB, JANITOR'S CLOSET 4 SW. AREA, CITY 0` TUKS'1!IA AF nCS'�U AUG 2 G 19=7 E7EIVED AS _ I. - CITY R OF TUKWILA 2 PAD LOCK 20122E x MI BEST HASP CD 941 BP STANLEY .2.1,117__ PROVIDE WATER REBIBTANT GYP BD • ALT. N EMPLOYEE LOUNGE. PAIR BUTTS 1219 UBP HAGER LATCH BET 63KOT 4C -C6-626 BEST PAD LOCK 2113 122L x MI BEST HASP SP941 STANLEY OUP U PAD LOCK 2113 122L x MI BEST 12 N PAIR BUTTS BBQl9 4 N x 4 N N. 26D RACER LOCKBEf 93K 1D 3D -S3 626 BEST PAD LOCK 2E 122E x MI BEST (FOR DAD LOCK -Up DOOR. CLOSER EN 1231 SARGIEXT FLOCK STOP. 436 526D IVES. B NOT USED ACT -1 ARMSTRONG CORTEGA SQUARE CUT LAY-N RENNIN .169 WHITE 24' z 48' x 538' WITH 15. UNITE T -BAR GRID ACT -2 ARMBTRAA CORTEGA So.. GUT LAY -N CEILING x461 WITH WHITE PLASTIC COATING 24• x 40' x 5/5' 014 1546 WHITE T -BAR GRID NOTES CL G. INSTALLER RESPONSIBLE FOR PROS/DING ADEQ ATE WIRE SUPPORTS FOR CHANGES AT EACI4 CORER OF LIGHT F AU E (264' LIGHTS ONLY) PANT: ALL PAINTS TO HAVE A FLAME SPREAD RATNG NOT TO EXCEED 15 'P -I RERUN WiLLIAB - RED 141GLO88 P -2 RERUN WILLIAMe._ UNITE P -3 GERM WILLIAMS - SILVER PLATE (SW1001) P -4 RERUN WILLIAMS - STEELY GREY (BU2120) P -5 BFERUN WILLIAM - LLNITE MATCH EF0 CHINA I NITS 510 P -6. SEER IN WILLIAMS - COLLANADE GREY MA.) PLASTIC LATINATE: R -i FOR MICA -921 FOLK STONE, MATTE FMIDH CHAIR RAIL: PROVIDE CHAIR WAIL N ALL OrFiCEO ARID LOUNGE. CHAIR RAIL TO BE PER DETAIL 15/4-14. EXTERIOR NEGATION FINISH SYSTEM: E.9 - DRYVIT .E. WHITE 510 EFS V - MATCH PANT P -T ( RED) EIF5 9 - MATCH PANT P -4 ((STEELY GREY) • MASONRY:. MASONRY 1 12• SPLIT FACE - STANDARD GREY PANTED P -6.ERE EXPOSED MASONRY 0 2 4'X12' UTILITY BRICK TO BE PANTED P -4 MASONRY 9 IV SMOOTH FACE all - STANDARD GRAY MA -9.1.4 S SMOOTH FACE SINGLE SCORED CMl - STANDARD GIR=T PANTED P -4. 'ACCENT STRIPE PANTED P -L NOTE: AU- CMU TO BE STANDARD GREY CEMENT COLOR NO NTEGRALLT (',,: LL I' " PERMIT CENTER GROUP H SLID. PANEL LOCK 30 SERIFS BEST P JOINT SEALANT SCHEDULE PAIR BUTTS BB WM NAP 26D HAGER LOCKSET %KID 15D -63 626 BEST CLOSER EN231 SARGENT WALL STOP AEI 260 IVES Ib MARK DESCRIPTION COLOR LOCATION 0 -1 RLICAI NE (NEUTRAL MRNG) - TYPE 0, GRADE N6, CLASS 25,1.6 M, G, A, M, O [A8 RECOMMENCED BY GLASS MFR! GE - DILPRF DOW - l% FECORA -895 OR 864 STD EXTERIOR AND INTERIOR GLAZING - FOR GATHER SEAL. ONLY. PAIR BUTTE 6.1219130+ 26D HANGER FLT.. BOLTS (TOP 4 BOTTOM) 4511926D IVES DUST PRO.'F STRIKE 439 26D IVES LOARSET SEE ID EDS -3 626 BEST CLOSER (ACTIVE LEAF) .531 SARGENT IP II MORTISE CYLNDER E64AMAP2 626 BEST GLEBE. ES.C4RP2 626 BEST PADLOCK 20122E BEST CARNET LOCKS ElE4 BEST MS DIP IS NOT USED 0 -8 ABLE) TYPE NB LATEX 8, GRADE - PECORA - AC -20. SON/EBORN - SCHOLAR TREKS ACTINIC KS - A LATEX 334 STD D �� J FIEIl P A AT PERT METER OF HOLLOW METAL FRAMES L AO NOTED. AND ALL OTHER INTERIOR MASONRY CONTROL JOINTS NOT OTI-ERLESE NONRATED. TA MORTISE Ci ENDER EN z 626 BEST 20 3EN USED 8 -12 ACOG3TICAL STD USE AT ALL SOUND RATED WALLS, CEILING AND FLOOR A86ETIBLIES AND STORE MGR'S OFFICE ALL BEST LOCKSETSMARDWARE TO BE SUPPLIED W/CGNiRICTION CORES !EITHER BLACK PLASTIC FOR NTIERIOR APPLICATIONS OR PANTED BRAS. FOR USE DARING CONTRIGTION WITED STATES GYPSUM - SVEETROCK ACOUSTICAL SEALANT FECORA co.. - AC -20 FTR 8 -3 ACOUSTICAL (CONCEALED JONT6) F'E COR4 CORP. - BA -913 TREMCO, INA - TREMCO ACOUSTICAL 13E ANT STD USE AT ALL SOLID RATED WALLS, CEILNG AND FLOOR 1151. AND BTOF MRS R'S.OFFICE MR1 STC TC • 48. D COLORE CIII REOIIED. ALUM.11 COMA.. PAIL SYSTEM 4'-0'X4' -0' NOMNAL ALU'INUIM PANELS (A-LOOK EX CHROME) WITH UNIVERSE C0 (COMPONENT SYSTEM) ATTACHMENT SYSTEM WITH A BLACK ANODZ.D FNIOH. PER=ORATED METAL SOFFIT PANEL - UNITE COLOR CODE: C • CUSTOM COLOR STD • ...ARD COLORS SP • 8PECIAL•PFEM.1 COLOR FNIE ED FLOOR C- COMPACTOR C DOOR T'r - FIBS 2 FRAME T 144_0:X10 -2' PR 3' 0k1' -0,1 3/4' 3 0'x1' -061 3/4' - 061' -V 13/4' 110 EXIT - EXISTING III EXIT - EXIDTING Y-0, 3/4' RECEIVING 8' -0• X 10' -0' RECEINI B' -0' X 10 - 0' EXIT - EXISTING 3' -0,l' -061 3/4' CORRIDOR -ERNS 13 RELTEIVNKG OF 3'- 0kl' -0 x' 3/4' ELECTRICAL Fri IB EMPLOYEE LOAY.E Ib JANITORS CL 3' -0kl -0kl 3/4' 3'- 0'x1' -0,1 3/4' 113 i0 WOMEN'S 3'- 0,1'- 0.413/4' iB TMOLET 3' -0,'- 0'x13/4' 121 CASH OFFICE 3'- 0k1' -OW 3/4' MGRS. OFFICE 3' -0,l' -061 3/4' 3'-0X1' -0,1 3/4' CORRIDOR - ERNS - 061 -0k -0k1' -0'x1 314' 3'- 061' -061 SM Y- 0,l' -061 3/4' EXI6iRG 3 3/4' 3'- 0,1' -0k1 3/4' CORRIDOR -EXIB STAIR 0k1'- 0,13/4' 0,1' -0,1 3/4' 0•X1' -0k 3/4' 3' - 0,T -06 3/4• LOl EMPLOYEE Y£ JANITOR NO LOCATION VESTIB'JI.E 14'- 0'X10-2' VESTIBULE 210 ZONE OFFICE 3' 0kl' - 0kl 3/4• 241 SECRETARY 3' -06T- 0613/4' '- 061' -061 3/4' ISM B/A91 ® ®_© ®® mo_v_v_IM_ AS - 8/491 11111 AA CAR ANODISED BEE DETAIL S8/A9.1 6 /A -AA - 6/.91 M -1 AA -3 AA 1 __ ® ®-_E111 AA -4 GALV. 'Al' !DOOR IN ©_ ®0111111111M AA -4 _ GALV. FRAM 4 DOOR MI 111211o__ _ IMe_��__ IM Nl'L © ® ®.�� GALV. FRAME4 DOOR +® ©�� ®-- ©__� 20 MN / R'OKE SEAL EN ©o_123__©_CIIIs EMI ______0_® ELEG RICA DDOR FRW E, LOUVER 1 PREP FOR ROOT LAiCHOET BY PRffAB ELEC R ® MAJZgLE TINIREBFIOLD HM ©a=_=___© nARBLE T4NZe0HOLD Hri BIL ICEMMERIESEI MARE. THIgDHOLD Ell Ell _IIIIIIII_® Ell �_ ____® 2m nN / RMaT� SEAL Ell .- --___ Ell � _ ____® ® _ AA I nA L£R © ©1 El__s_ A. DOOR SCHEDULE HARD GLASS DOOR EEL EEV.. HEAD JAMB SILL WARE TYPE KEYING B KNAGE FRAE DETAILS CLEAR ANODIZED - BEE DETAIL 8/A51 ft1TdNISH ALL SIGNAL. 4 DEG A5 SHOU.N, SEE DETAIL THIS 14' -O lll' SHEET. FUldi DOOR F FRAME SECTIONS 3 RIO N / NB11A15, IILDETEX AND CHIC HAFiW W� FD -TH FERSQ GAGA TIG YPNA DOLOR AS H �BMYRG AG INN W1 DC di TOEXIT (WTI Qi @19aB1G EbT PF£BRFE NOT TO E .15EP 6 1.38. PT 4 L REMOVABLE H MULLION UL DOORS PROVIDE 3/3'• BOLTS 4 0.EL EA, SHIELDS. 3 PER JAMS GLIDE BOLT SLID. ,� �rBOLT =TED GALV. GROUTED SOLID GD- COILING- DR CD LOCKABLE COMPACTOR DOOR CHARNEL FRAME SUPPLIED BY GC. seaszITY GATE SCW CONY. IA3' VELD 911#02 �RNTEROR BIDE �DIBC m A) I m REMARKS: I PROVIDE DECAL SIGN WITH I BLACK LETTTERS READING: THIS DOOR TO REMAN UNLOCKED DURING BUSINESS HOURS. LOCATE ON INSIDE OF TRANSOM. 2. OF ISICN ON INSTALL SQUARE DWR9. TIGNAL SYMBOL PROVIDE LEVER HANDLES. 4. DOOR DETER SYSTEMS, MUST BE COMPLIANCE WITH SPECIAL EGRESS CONTROL DEVICES LISTED IN UBC OR OTHER CODE JURISDICTIONS. DETER HARDWARE TO BE USED ONLY WITH APPROVED SPRINKLER SYSTEM. CHECK: EEK JOB NO: 9 -02 n m � � O ^ IIIIIIIII kI DRAWN: EEK.. 6X . W 11) 4 I o d 0 r at CA 9 * ff 0 00_0 11114 09 IL u D m? Z 0 I- 0 U- 0 a- 6 U z o L J o� U IL o d) m SHEET: OF 15 SHEETS REMOVE CONCRETE CURB O DEMOLITION ELEVATION 0 ADJ. I OFFICE \ < TENANT DEPOT > NO CHANGES TO EXISTING EXTERIOR FRONT ELEVATION 1701 1--0 2 S7 REMOVE EXISTING GLASS DOORS AND STOREFRONT AS NECESSARY To INSTALL NEW ELECTRIC SLIDING DOOR SYSTEM LOW PRICE EVERYDAY SIGN NEW AUTOMATIC SLIDING ENTRY DOOR SYSTEM - DARK BRONZ ANODIZED TO MATCH ADJACENT EXISTING NEW BARRIER FREE RAMP AT ENTRY Office DEPOT ILLUMINATED SIGNAGE ALL SIGNAGE PROVIDED AND INSTALLED BY OFFICE DEPOT ALL'ELEG CONNECTIONS BY GENERAL CONTRACTOR ILLUMINATED SIGNAGE TYP PAINTED CONC.PANEL TTP. IMO I ■■ e ■■■ ■■ A u ' u 14' PRE -CAST BOLLARDS TYP. OF 4 SEE DETAIL 14/A9.1 IND GATES SAFE, GLAZING PER U.B.C. CONTRACTOR RESPONSIBLE FOR DETERMINING REQUIRED SAFETY GLASS L.ITES'AND LOCATIONS CITY OF TU_WILA APPRO ED AUG 2 6 1997 aucoi� ;v ni�•i�!e =� ECEIVED CRY R OF TUKWILA PERMIT CENTER ELL DRAWN: CHECK L a z 1L W a z a m 0 II a J11 V/ 0 111 0 1- HJ N t EEK. EEK JOB NO: 9I - SHEET: ,,7 -1 OF 15 SHEETS EXISTING- CONCRETE COLUMNS EXISTING- CONCRETE COLUMNS EXISTING CONCRETE SIDEWALK li ci 1 --- n BU I LD I NCB SECTION `J SCALE 1/8'=1' -0' 0 CANOPY' SECTION �`J SCALE 1/2•=1'-0' L \ 1 I L_J L_ — J / EXISTING STOREFRONT) SYSTEM PAINT INSIDE PANES BLACK TO BLOCK FRAMING TRANSOM. TTPICAL ENTRANCE DOORS MOTION SENSOR S' -0' 14 DIAMETER PRECAST CONCRETE BOLLARD. SEE DTL. 14 /AEI PROVIDE 'LOW - PROFILE NFESNOLD • E NUANCE EXISTING CONC. SIDEWALK EXISTING ROOFING AND RIGID INSUL EXISTNG ROOF FRAMING L BRAG F '.TENERS E 0' RL S 3x10 MET RECESSED HEATER . ATTACN WELD AE S alb' Cd. TRACK RECESSED FLUORESCENT LIGHT FIXVRE 5 /B' GYP. BD. ON o ' METAL FRAMING I6• D>=. RECESSED AGC FOR SEWRITY GATTRE NEW ENTRANCE DOORS vESTIESULE REMOVE CONC. CURB r-4• RIBBER COVE BASE RIBBER FLOORING EXISTING CONC. SLAB— RECESS. ENTRY DOORS I/2 BLO BETWEEN STDS PROVIDE ACCESS PANEL N SIDEWALL ON CUSTOMER SERVICE SIDE. PAINT P -2 2x10 METAL HEADER TEMPERED GLA55 CUSTOMER SERVICE / CHECK -OUT AREAS FINISH FLOOR LINE 5/B' GTP. BO. (PAINT P -3) GYJ 6' METAL FRAMING • Ib' or. CITY UI;W$LA AR PRU AUG 26197 AS NS:LE RECEIVED CRY OF TUMt•IIU\ PERMIT CENTER DRAWN: CHECK: JOB NO: EEK EEK 91 -020 SHEET: -S_1 OF �� SHEETS 121..272 72 SCALE: NTS. 0 0 OEM UmII!_'° P� uA(La ware VESTIBULE 114 SATE POCKET MP. CP 22 r ARC BRONZE E xE PEEP R VP CLEAR 1139?3t SLATE MOTION ea+eDR SECTION FOR wECESSFD APPLICATION P =NOMMEN : STANLEY DURA - GLIDE 3000 BI -PART III�IIIH III au AD rot EM. SECTION O n� SECTION ST .NLE T MAGIC -DOOR ECI IRFNT S120E01 / INTERIOR S PAM.. HEI/iNi SPOIRTATION FOR &PPACE APH.ICATCN6 I TION RBI 4_1/2' d IA A Ke 1 / ' I � fl �� EXTERIOR STORAGE ROOM FJOEROR ELEVanW ��� � aFrnnv Docn TI - TRANSITION TYPE I I' =I' I 96010712 C I& TOILET PARTITION ULcINAL SCREEN T2 - TRANSITION TYPE 2 I' =1° PARTITION WALL HEAD DETAIL W/ FULL HEIGHT FINISH MATERIAL NTS 96010TI6 96010715 OFFICE COUNTERTOP NON -RATED DOOR JAMB 3' =1' -0' 1 96010T22 CAULK PERIMETER 5/6.2L P. BOARD ON 3 DAV 8TUD + 16 OL. SECURITr GATE SUPPLIED AND NBTALLED BY GC. AUTOMATIC SLIDNG DOOR SEE DOOR SCHEDULE EXIBTNG EXTERIOR WALL \NON -R4TED DOOR JAMB ® � 3' =i' -0' 1 96010T22 SPANDREL FLASHING SEALANT(TYP. BOTH SIDES) COMPACTOR CMUTE— Err COMPACTOR VENDOR COMPACTOR HEAD NOTES: PROVIDE x e WOOD BLOCKING A8 REQUIRED EMPLOYEE LOUNGE CABINET CHANNEL FRAME (4) SIDES SEALANT (TYP. BOTH SIDES) 9615E12 GBERAL CONTRACTOR TO R.N. 1 INSTALL WOOD B LOCKNG FOR ALL MILLWORK SUPPLIED B Y OFFICE DEPOT AND THE GC. WOOD FURLN TIE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL MCUNTSNG HEIGHTS AND BLOCKING LOCATIONS WITH OD. REPRESENTATIVE BLOCKING LOCATION DETAILS SCALE:I /4'=1 I 2895TI4 CANT. SLIP TRA«- REFER TO DETAIL ABOVE FOR TYPICAL NOTES VERf. BTUDB- RBER TO PARTITION EO FOR 912E AND GAGE GE APPROVED FIRE BTOFPNCT HOLLOW METAL DR SEALANT, r*P. HM. FRAME • PENERATIONS (PAINT) C2) b'.a RO r METAL STUD. LINTEL \ IUfNDOIU DETAIL- TAD, JAMB SILL 3'FI'' -0' I 96010T24 1 MARBLE THRESHOLD 1 96010T25 1 Rai & i APPROVED Fi- .�•��al I 6 TP C -5���416 • FE ETRATICNS Ilmlll APPROVED FA FIRE �^ A RICO RATED - � ®I AT RocF DECK FIT 1 FNuN4 GYP. BD. NEATLY AROUND STRIICT. FRAMING WS' TYPE X GUS BOTH SIDES MTL STUD PRIMING SIZE AS INDICATED ON WALL TYPES STUD FRAMING f3 SAIPX 26 ga. LINED CCNf 8 BAFING ONE HOUR RATED PARTITION WALL HEAD DETAIL NTS 960I0TI8 O SAFE BOTTOM PLYWOOD RGCF DECK 6/0• TYPE x GWB BOTH81DES FRE- DRILLED HOLES N SAFE BOTTOM Qgi o2si TRACK SL E IP eotH NBULATION =NT. B GA GALV TRACK ATTACH TO JOIST LW 2- MR' BOLTS. (PANT SLIP TRACK TO MATCH GUM ON E>VOSED SIDES) CONY. STUD TRACK SAE GAGE AS VERT. SMOG FULL HEIGHT PARTITION WALL HEAD DETAIL NTS 1 9601071/ ANCHOR SAFE TO CONCRETE SLAB IIUTH CA 1/2'1 EXPANSION BOLTS \ 32 SAFE DETAIL SCALE:I /4'=1'= I 2895715 ++ \ SECTION A -A INSTALL SCREWS AT BOTTCTI OF ROOF DECK FLUTES ONLY CANT. IS gar SLIP' TRACK (BY MIETALItE OR EQUIVALEND LW SLOTTED HOLES.. - ATTACH TO ROOF DECK AT 2' -0' OL. (2 -.ROUE STAGGERED SCALE:1 1,2•=I' =0' 4' MIL SIDS 5/S' GLOB EA SIDE HOLLOW METAL DOOR PER DOOR SCHEDULE HOLLOW METAL FRAME NON -RATED DOOR JAMB 8.110.023 2 J H-M DOOR; SILL I .5210.034 OAFNG GELATION LAVATORY SECTION 2895705 13 CONCRETE FILLED PIPE SEE' PLANS FOR SIZE. AND LOCATION. PAINT P -I 1/2' PRE- MOLDED EXP. JOINT LINE OF SIDEWALK OR PAVING NOTE: ALL BOLLARDS ® DOORWAYS SHALL NOT BE INSTALLED UNTIL THE MONDAY FOLLOWING THE FIXTURE DATE. VERIFY DATE WITH OFFICE DEPOT PROJECT MANAGER JAMB Sim. NBTA.L CHAIR RAIL N ALL OFFICES AND EMPLOYEE LOUNGE DO NOT INSTALL CHAIR RAIL BEHIND MILLWORK CV 6' 20 GA '. METALBTUD LINTEL CAULK PERIMETER BOTH SIDES HOLLOW METAL FRAME (SEE FRAME TYPES) HOLLOW. METAL DOOR V DOOR °••CHEDULE NON -RATED DOOR HEAD NTS 96010T26 2 STEEL BOLLARD DST. SCALE 3/4' =1' -0' 19615EI4 CONCRETE WASH DOME CHAIR RAIL DETAIL SCALE:I/4'=I =0' 2895TI1 GLIB AS INDICATED WALL TYPES BABE WHERE INDICATED CR FINISH SGEDULE I WD TRIM MILLWORK BY OFFICE DEPOT 2xbt WD BLK'G • SILL 2x2i WO ELKELK. • JAMBS HEAD / PRE- MANUFACTURED CONCRETE BOLLARD (WHITE) SEALANT PAVED AREA PRE- MOLDED FILLER (TYP) NOTE: ALL BOLLARDS a DOORWAYS SHALL NOT BE INSTALLED. UNTIL THE MONDAY FOLLOWING THE FIXTURE DATE. VERIFY DATE WITH OFFICE DEPOT PROJECT MANAGER BOLLARD DETAIL 1 9118E05 PARTITION WALL SILL DETAI NTS 96010T21 5/8' x Ib GA MTL STUDS • K' or. LIMIT SPANS TO 20 -0 MAX, B E RACE ABG 48' -WAFF ON NON -SALES SIDE HILTI NK' LOW VELOCITY FABTEN AT K' OC. 1U I Ire' MN- RATION LA RR' FSESS2 OS� SOLID D OOR PROV DE ROUGH OPENING 12121.,.W. x182' H. PROVIDE IIy' -�, WOO OF KING' ARO OPENING m BETUE:EN DOOR = F ACINGS ONE -WAY MIRROR GLASS III � 1 � `DOOR PASS -T1RU 1- 1/2' =1' -0' 361803 CIT1 OF TUIIIIILA LPPP,O::'EO AUG 2 6 IL$M RECEIVED CITY OF NKW NIA PERMIT T,EMEP 1 0 iL 4 r z F Q ■ I AWN: CHECK: JOB NO: UJ U) n U) z IL 0 F U IU 7 .. U/ EEK EEK 9 -020 W La 0 Q Ifl N U F SHEET: x-- OF: 1 SHEETS H