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Permit D2000-252 - RED DOT CORPORATION - TENANT IMPROVEMENT
t RED DOT CORPORATION 745 ANDOVER PK E D2OOO -252 City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Parcel No: Address: Suite No: Location: Category: Type: Zoning: Const Type: Gas/Elec.: Units: Setbacks: Water: Wetlands Contractor License RED DOT CORPORATION Phone: 745 ANDOVER PK E, TUKWILA, WA 98138 745 BUILDING Phone: (206) 575 -8525 C/O METROMARK INVESTMENT MGM, 1005 ANDOVER PARK E, TUKWILA WA 98 'WM STEWART FETTERLEY,AIA Phone: 206- 674 -8350 18000 INTERNATIONAL BL;, STE 300, SEATTLE, WA 98188 THE AUSTIN COMPANY Phone: 226 -8800 800 SW 16 ST, RENTON WA 98055 ************* k**** * **kk * *kk•k•k ** * ** ** *k ** * *k **** *k ****k * k•k*•.&'k•k•k•kk:M:k•k *:ck•k" OCCUPANT OWNER CONTACT WARNING: CONTRACTOR AOFF DEVPERM TUC IF t_ON`_TRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. 252304 -9115 745 ANDOVER PK E Occupancy: UBC: 001 Fire Protection: North: .0 South: .0 East: .0 West: N/A Sewer: N/A Slopes: N Streams: No: AU'STICT377N3 Permit Description: DEMOLITION OF WOOD FRAME PARTITIONS & MISC. WALLS, AND RELATED HVAC & ELECTRICAL, REPAIR OF EXISTING FINISHES, INSTALLATION OF FURNITURE SYSTEM, S g INSTALLAT,ION OF ISOLATED.SLAB FOR FUTURE CHAMBER. k************ *** * * *** *** ** *'k* * * *k*: {** ** *k *.k******** kk***: l• *** *k** *:i ** ** ** **:l• *** **; � Construction Valuation: $ 138,000.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut /A'ccess /Sidewalk /C'SS: N Fire Loop N No S,ize(in); .00 :Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Cut - Fill Landscape` Irrigation: N Moving Over i.zed 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 ***: k*.********************* ******** * *k:l•**k***** *** ** ** ** TOTAL DEVELOPMENT PERMIT FEES $ 1,995.31 *• k*' k' k** k***************•A*************: k* k*** *****:k ** * * **k *** ** **'k**** *'k* k******k ***:k* Permit Center Authorized Signature: Signature: Print Name :__a /t, DEVELOPMENT PERMIT This permit shall become null and void 180 days from the date of issuance, or for a period of 180 days from the last Permit No: Status: Issued: Expires: Date: 1V / (206) 431 -3670 D2000 -252 ISSUED 09/12/2000 03/11/2001 I hereby certify that I have read and examined th permit and know the to be true and correct. All provisions of law and ordinances governing work will be complied with, whether specified herein or not. OFFICE 1997 SPRINKLERED /AFA .0 Date: q- 00 same this 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. if the work is not commenced within if the wor is suspended or abandoned inspection. (.) § CO W a; co 3 W z 1- 0 z i— LLI Oft W W ` V 0 ;. W Z iE O Address: 745 ANDOVER PK E Suit,rc Tenants Type: DEVE'ERM Parcel #: 262304 -9115 CITY OF TUKWIL.A Permit No: 02000-252 Status: ISSUED Applied: 07/28/2000 Issued:- 09/12/2000 A**'A ***.•A•A•A A 1** A**A ***I A** A•A *•AA A* A•A *•A* *•A *•A A: -:•A-A A•A•A *•AAA-A•A•A•A•AA * *•A* A * *** A''A :e•A:t A Permit Conditions: 1, No changes will be made to the plans unless approved by the 'Engineer and the Tukwi la Bu:i lding U;1, ^ v ision id . Any new ceiling gr and 1ihts- , - ; fixture installation is 'requ to meet latet a-l requirements ; - For Seismic Zone , Partition : walls attached to ceiling, g r i d r,must. 'braced if iovet�' eig'iit (8)�.,.f.eet "in' length. •Any :exposecl, `1nsula;Ciori's° backi material sttal l .fi ve Spread Ra't-tg -of 25 or ,Less,, and material shell' bear -i, f i cat i oh showi , t`he .fire performance rating, thereof . =,Al1 construction tv be done ;in 'C'onformance ` approved". '.plan ''.andr;require,ments,- of tttie Uniform B u i l d i Edit6ion) as` amended, U '.iform. Mechanical Code (19 E ditio and ,Wash i ngton , Errergy Cede (1997 Ed i t ion) > P.lurnbing per mi,ts shall :i e obtained .through the Seattle, I;i'r County Department of ,:Pubi ic",liealtlt ' +{ Plumbing wi 11 be inspected' by that agency, iincluding - al,l gas piping (2,9,6I- 4722) -. Val'id,i Permits Tat i nuance o '; a ,per mit or approval -o pEa s, speci F:icat ions, and :computat'roris shall not be con 4 ; strueci xto,:be °a perrnii_`for, 'or �,ar' approval.` of, any v olati�n ofy,any of the.•..pro`v�isions` .o the building ,Mcode or of any other ordinance of the °',jurisdivtton. No,permit presuming?,tc give-authority., to violate or cancel the provisions of this code slia 1+2. be valid. ' E `rica Washin shall be obtained through; , :the gto StateiI) vision of `1 abor and Industries . and al;l electrical; work w,i;l,l be ,inspected by that agency , ('248 6630) All :permi.ts, inspection records, and approved plans shat avai 1able., at the ,'.job site prior to the start of '.any con strustion :, ; There : - ` are . „to ; be 'riai ntained;'`and avai1- able until final inspection approval is granted. Description of work to be done: al.-mob OG 14,42V9 A-4 r3 0pq�pi 7- /cy$ /ZJ /.SC; bv4zzS 4xo. .0'TZ ,% ;€ A:24eZT/Z /c z - . �L% - 7, OF eX /5T/4/ X4/45/,' //V e. 57N. - 77 V PP , � ,� L2 2A1/7Z, • �y5ra? i, /4/STi .etrieWVc4 !0/A /5G4 � FVTir ir c /9 Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family , ❑y Warehouse ❑Hospital El Church in Manufacturing ,❑y Motel /Hotel lJ Office El School /College /University LLJ Other V411 (II / /A / Proposed use: El Retail ❑ estaurant ❑ Multi- family ITV Hospital CI Church riff Manufacturing ❑ Motel /Hotel Ir Office ❑ School /College /University CI Other Will there be a change of use? ❑ ty� yes Lrl o If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? yes T ,i .noo,� , ❑ Existing fire protection features: LJ' ltiJautomatic fire alarm El none El other (specify) Building Square Feet: e;61!/ 5A existing Property Owner: rnelZr 45 , i/z-c Area of Construction: (sq. ft.) 7F Phone: 2 &99.5 Fax # 6'6 575" Phone: Z06'674-3300 Fax #: Zo6 674 - e349 . E Will there be storage of flammable /combustible hazardous material in the building? d 2 no Attach list of materials and storage location on separate 81/2 X 11 paper indicating quantities & Material Safety Data Sheets Commercial / Multi- Family Tenant Improvement / Alteration Permit Application CITY OF TUKL LA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Land Altering 0 Cut cubic yds. ❑ Sanitary Side Sewer #: ❑ ❑ Storm Drainage ❑ Street Use ❑ ❑ Water Meter /Exempt #: Size(s): ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): ❑ Miscellaneous CTPERMIT.DOC 1/29/97 APPLICANT REQUEST: FOR PUBLIC WORKS: SITE /CIVIL PLAN REVIEW OF THE- FOLLOWIN •(Additional reviews may determined:by the•Public Works Department) • ❑ Flood Control Zone Size(s): 0 Fill cubic yds. Sewer Main Extension Water Main Extension 0 Deduct Est. quantity: S R STAFF USE ONLY Project Number: Q Permit Number:. E)20cc ❑ Hauling ❑ Landscape Irrigation O Private 0 Public O Private 0 Public 0 Water Only gal Schedule: Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is Issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date applicationepted: Date aPP11cafior rPJ ✓O Appl1 J ken by: (Initials) PLEASE SIGN BACK OF APPLICATION FORM frt:uissv {z;:3.:vw»':r �w: ,.., a.,eu •.•:•Jid..�- .42uu�:.Lb%ac L I rmum rala Project Name/Tenant: Afr . I r CO € ' ' / Value of Con , ti..: y /Piro. 00 Site Address: / ,/ 7 /,I ,e/ I/' _ .i (/ / z / C't Stat= i • ' • r. Tax Parcel Number: G 6Z 04 1/ Property Owner: rnelZr 45 , i/z-c Phone: 2 &99.5 Fax # 6'6 575" Phone: Z06'674-3300 Fax #: Zo6 674 - e349 Street Address: City State /Zip: Contractor Contractor, —• T /Oe?0,MA1 Street�; d y /TXJ 7 /M rz- nN�r�a�✓,� �i� ',�� City Sta Zi r Wi,91 � Architect.:-. • / .ST WV CO/MAW y Phone: / Street Ad or1 .v/k5 4-rid City State /Zip: Fax #: Engineer: � CP/ Phone: Street Add s: / City State /Zip: Fax #: Contact P rs Phone: Zo6.67,9L35'0 Fax O 6 6 #: 7¢ -p34 �' - 6TLfwarfirif Lc/�%7 S r et A ddress: City St te /Zi ��Dv !�I/TLrllN� /s�Z v y ` ., x/D , S lrze�l a ��8 Commercial / Multi- Family Tenant Improvement / Alteration Permit Application CITY OF TUKL LA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Land Altering 0 Cut cubic yds. ❑ Sanitary Side Sewer #: ❑ ❑ Storm Drainage ❑ Street Use ❑ ❑ Water Meter /Exempt #: Size(s): ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): ❑ Miscellaneous CTPERMIT.DOC 1/29/97 APPLICANT REQUEST: FOR PUBLIC WORKS: SITE /CIVIL PLAN REVIEW OF THE- FOLLOWIN •(Additional reviews may determined:by the•Public Works Department) • ❑ Flood Control Zone Size(s): 0 Fill cubic yds. Sewer Main Extension Water Main Extension 0 Deduct Est. quantity: S R STAFF USE ONLY Project Number: Q Permit Number:. E)20cc ❑ Hauling ❑ Landscape Irrigation O Private 0 Public O Private 0 Public 0 Water Only gal Schedule: Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is Issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date applicationepted: Date aPP11cafior rPJ ✓O Appl1 J ken by: (Initials) PLEASE SIGN BACK OF APPLICATION FORM frt:uissv {z;:3.:vw»':r �w: ,.., a.,eu •.•:•Jid..�- .42uu�:.Lb%ac L I rmum rala BUILDIN 0 •' ) . ' AU it - IZE• AGENT. Signature. a' r- / i Date: 7 . 2 Q ,� Print name: WA 5r I AVL /7r Phone2 � . g U Fax t t06 67�. 0349 Address /g I � rV O A/I �/��l� ivj� �/ ALVp #3x/of 5 ze City/State/Zip �� li . 98.1 8 �J ALL COMMERCIAL/MULTISIMILY TENANT IMPROVEMENT ERATION PERMIT APPLICATIONS WEIST BE SUBMITTED WITH THE Fe LOWING: ➢ 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 SUBMITTE ❑ !-� 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) IIMMIINEIMILSIMMimemzegiEnsteemanteanr ntt 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- 9). Floor plan: show location of tenant space with proposed use of each room labeled Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. Vicinity Map showing location of site Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. Indicate proposed construction of tenant space or addition and walls being demolished Construction details Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 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 OF? submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal I HEREBY CERTIFY THAT I E R MINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OFyt'FI,/f1f F BY rh W OF THE STA E OF WASHINGTON, AND / AM AUTHORIZED TO APPLY FOR THIS PERMIT. CTPERMIT.DOC 1 /29/97 z w 0 0) 0 J I- w 2 H = z1._ w O N 0 t— wW Z ui U = 0~ z 4 14 fit P ,4:h:k•k* is ft k :kk•kL74AA4:4* *• k: -34*:: k* -lo tic • t•: 4�h�: 4A*:• A. 7k• h '•A:4 *:t * h :t �h:i r4lkk*►kA4k :It :k * * •k l 1:4A4hhh:l* ;1 kA l .;ie! :sr h*b:k.l&tA..4 I.I?ilNahll.T; _�luml',�r : 'I ?9F3003`;t3 'Amuul�t.: 1,2 .3..0 0!9/12i00 13:14 f'a'ita0.nt. tlethh,0d c , CI1ECIC Not ation:. •IllE AUSTIN pit Ir►•i t: TLII I'ci "►nit;..1sIt 1)2000• -232 •Type: DEL/PEI-Hit 0E9E1.01'14t:14'1 1'Eiti4I'F f'ar•ce I ' No: 262304=-91 ...) tR f4dtlre.ri c .74:1 WUl)U►1Lft Pi;. F s► 'Fatal F es: 1,9: +:1531 T1)s Fay mer►t 1, I � , Tot :al (1L.1. F iti ;: 1.,S.iti.31. ! J a i a rI 0 to : . t) 4) i **•k*•;kitAfii *�Mst* 4,► tt* st•kk *54 *01 * *st *• *�*dk?(�tkk 1bk * ,1 ,k s1 # * *11 *iDd: *s * .. (�1A ;)ttn'F f)Ct "0i►7�t Code u 1 pt i un 000/322.100.; BUT:1.D).NG - NCINRES 1.,:. t)0(l (30 .96A.. 5TATE ;13UTLl)ING 33UI1Clit4Rt)IE 4 50 M.710 TOTAL 1211 '• 4�! �d�= kt}F's'ti°��ifH"ji1'iY�;,�AK 4`; tt. A .iA*,4A•fi *k:A'sIrkh +rk14t•kk}A kbk*** *fkkkM , 1• k Akk •t:thAk*;t*•t ;1 *&t 1.Hk �ti ° l, l 1'V CIF' F U I(14 Z ( A „ 1i1 F) ; { kAl,*•k* 3: k 4 •k'h 1i44:tk #Ah .h;l * t!r:k:t,1•- d k•kh>I:ll; 1•t 4•kY•A:4 *+, t;*:1�i- TRANSMIT ht i.t m b €. r' r R F10 i1:3.1 3 " 'l m r_� t � r: i; � 7 c3 . 2 E ()7/28/00 .1 0 ,•; k :� 1 avirtertt. Meth d; i:li }:CI; r}•u: (aUS'rxw t: 1.1 init.: rI.12 Per (Ai i; 14 (3 1)200 Tyner 1)EVPE }t D ish }.1. UPilf.h)T PER ) NI'I I EtN f 1'!4 ' 262:A4-9115 e ; . ( a d d s s. : 7 ,5 (4111)(2 P ) 1: I m et; t if ; A .t• A.>tk11atA #hkk A',ss1* 14Cs.04111 i:ndie 0 . ft:20 Total (•teva: a ` s r,, .. a1 7.54 26. 1'ctn1 ;ILL. f?mt5u 7841.26 1) ;:i '1 a 11 c c. 3 1. 2 :11 ..(} 5 k* * •4 i t *A i . A.4 A * 1 k. i t ft' A 4• . •4 + a ; 4 ,. A • h * : o .A .A ? . * • .4 * 4 •k ,t• $ . ir.A.A 1h •A• 1) t: ti c i'ip( idn II MOiliil IPL.F)N CIIEC K - NC)t}R E.; • 784,26 t:i4:Rf.S.u:alw.Llviufui.rLu1 SC�;Y, h1 i:Crir ) t .1`.' •A ( t::.p oie :: P � '' Cc Type of Insp I-1 nCR ction: 'Address 7'(--15' Arrlhv-e.r Pi: E. Date c led• — Ira& / nj Special instructions: Date wa nted: 7 2 p. . est Req ester: Phone: OC in - (cC110 - e 1 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter BIVd, #100, Tukwila, WA 98188 Approved per applicable codes. ; COMMENTS: 0 0 izi.driIL '. El $47.00 REINSPECTI FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ' 1r INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 ❑ Corrections required prior to approval. 1 .A:. lit , 5„: k '`" P ' ct: ''b ) T pe of Inspection:,, c ' ddr ss: �/� 7 �' ;' ' Of/ sue • ate cal d• 0 ( l . Spec a instruction Date want a. m. Req ter: C -lt l C-OX Ph?5:0(.4-76/),Z1 10 INSPECTION NO. - CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. INS ECTION RE Oita Retain a copy with permit ge oTebctions required prior to approval. COMMENTS: /P40 AV Inspector: Date: L/ $47.0 R INS CTION FEE QUIRED Prior to inspection, fee m t be paiJi; ,. of 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: dag7' ° 3 '*tk ai k'}'a"r''. fk 'ir ' tim . 1ve'kY 'xt#aartaiem.s.,�x iQ , e44144 ¢w Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 r . l Corrections required prior to approval. COMMENTS: r s 7L 4 A )v, /l D )74 / . �: /J` '. ate 'l ,)-741 ��,'-�� ,ate, Au/ 74) . 4w,, tk.s iJ4 r/( 311.0 L //e ,Lf ! 1 /, rIG ! + Gr l-! C.4 I-0ra / e-p /)r' C _ILL/Ale $47.00 REINSPECTION FE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Callao schedule reinspection. t Receipt No: Date: ` . %� 19. r�;�,,y.,y,;,,;y�.:car::vouan« kcal:: 7ecPici`:.. k, 1: actyn ..s.2.cawz'�Di«.aa�s4F.�'S..Ai. YL:u.:'c4•swr.,,.u.+Cress:.�t+ ;•.4u,1Jl daw+.tr,..osR'i!e t .r.,M. ;4 . , h. Project: Typ of Inspectio Address: n ` - 7`<C i\ ct o vim, P k k,J . Date called: 3f e z / o 1 . �= �. Special instructions: , c S 47c..1 Ac..• L ()s,( e c. t'Y) d t e 5 mac' s I n G Wtti\ c a,r? S IV'e. G ;vv - q Voc c Date wanted: ?..3 J t( ( ( a.m. P.m. �u r. ReSlue3t� �C y c.� t.,.( 0: Phone: 20b `7 °(3 O c.4( INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 Approved per applicable codes. 92000-2s2. PERMIT NO. (206)431 -3670 orrections required prior to approval. COMMENTS: CO m) remit e O) V m0 2C) 6(.14. 113()C' � - \ 1 a? (44n. Spec to S or "on si - \e nd� u\ / Date: 3, 3_ 0 / , $47.00 REINSPECTION FEE REQUIRED.. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: •:4;11. , 21 Project: Type of Inspection: Address: " � '74'5 Pn is /e1.Cr Plc 5 Date called: 3/a -/0 / Special instructions: Date 3l5 Jo I C JD. P.m. ReA uester: (1/1 Phone: ,UXo —f iq, - Z /lO INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. 0-ZS PERMIT NO. (206)431 -367 Corrections required prior to approval. COMMENT $47 EINSPECTI N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: .,.......tsArt,...ak..a1 'ebOOYL7ez,dl F.'Si t'h''ifkt'nebS '"d ,"h*...^itH' pe 7 ct2 lu- Type-of Inspection: /44 . A /A ' /3C ikif D te called: 2- 7ol Special instructions: ' . Date wanted:g2g/ /22/ .411110 Requester,- . 1 (-5 74 i Pho , INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Dz000 - 25 Z PERMIT NO. (206)431-3670 Approved per applicable codes. jJ Corrections required prior to ap rov COMMENTS: 4-•-% d1:3(„Oati 1 (Z9 CO.A1 4 - ) • Roaw. 12-4 ti-Av tr (4■\ vk e revAi re c iA-scAtet41 k - 40 ( r - pi r es? po e 4" I 4 two( ,5 dtge4 11Aptc./*- 44 + r•\\ C1°,i ‘ • open --Tose owe-A r t) c.--4A DIA a to re et Gellert '4- 0 No p , \ /A A ci la" • arr 5 W a Ire 0 IA -542 Jo (-4 ( •.\ p . 1115.peet 11 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ••■•.' isQ, • e Project: e d 4,t T ePff Inspection:. t ",tirGf r t.,.ii}04 S. Addre s: Date called: Special instructions: Date wanted:__ a.m. Requestteer: ` / CJ j...._zk Phone: 2,,' c--3e3 i'7 —Jy4 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: ,r , $47.00 REINSPECTION E 4 REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No: `. � Y i✓r .► +� ��'df.�'. 1t Z 0, W W` ,O Ns 0 W W V ; — Oj Z ILI co r pfi {atiYfSa.P,iY I.:'Ux'i`: 44 b!l N4.1i. -0k)4'1 - liT'YL ) NL'IIF J., inj�,n,µk�AlsJ ik1.L1W '.1r :i eY;' Project: �! Type of I / Address: ,{ Date ca ed: Special instructions: //--�--� 3' 2,. Date wanted: a.m. P.m. Requester: &■64 v e• C ... Phone: 2 "' 575 '°3 PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 Approved per applicable codes. Corrections required prior to approval. COMMENTS: >7 5 S e �..� H.e_S � 4 / � 4 >< Inspector:, Date:' -2 )r ob Li INSPECTION RECORD Retain a copy with permit (206)431 -3670 $47.00 REINSPECTION EINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No: 4,4 .,:? Y0...^.t.t �,�.:.��,.:,t,�:x:a d..f ✓'.n. ?, Aa :eiii. Project: n / ion: Type of Ins et Address: Date called: Special instructions: Date wanted: a.m. Requester: Phone: COMMENTS: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100; Tukwila, WA 9818 Etailigtftatitte Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Corrections required prior to approval. u $47.00 REINSPECTIO EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule;reinspection. 1Receipt No: Date:' F project: Type of ct i ' Address: Date caller • Speci I instructions: /0 :30 ` `l Date wa ted: a.m._ Reque ter: Phone: M,,17 0n. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA. : 98188 Approved per applicable codes. Corrections'requirea prior to approval. l2 '( (� 0 $47.0 RO EINSPECTION I E REQUIRED. Prior•to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: + fXii tka ,Y,�tu 4/6,40 rw..t.�. wa.YSU ,.➢,.a .i..t.i�. �. ;. ..P.uxL,a,�r .•�4 _Expject. (--cL Dc Type of lnspec n: )YIe.0 -V- (:), Date called: 1c-1-b Date wanted: Address: 14: And ove P. a. Special instructions: I Q 1 Gl - CC p.m. Requester: f) b Ju b le_ Phone: C 6 _ — �Llr: J1S 2- � p. {j'. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPEC ION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: 6// ,N sfe AAP . $47.00 ' EINSPECTION ' REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: .:Retain current inspection_ schedule Needs shift inspection _ Approved without correction notice Approved with correction notice issued Sprinklers: �G Fire Alarm: Hood & Duct: I-AV A Halon: Monitor: Pre -Fire: Permits: Authorized Signature ,,,,...,j INALAPP . FRM Steven M. Mullet, Mayor Thomas P Keefe, Fire Chief Rev. 2/19/98 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206. 575.4439 City of Tukwila Fire Department TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Permit No . z w U O `. N° U) w; N w w 0' gQ w , z iE Z uj w 0 - ° I- w w V z U N 0 z MAYES TESTING ENGINEERS, INC. July 30, 2001 City of Tukwila Dave Larson 6300 Southcenter Boulevard Ste. 100 Tukwila, WA 98188 -2545 Attn.: Commercial Inspection Re: Red Dot Corporation 745 Andover Parkway East Tukwila, WA MTE Project No. T0105 Gentlemen: Special inspection was provided for: Sincerely, MAYES TESTING Michael S. Dolder, P.E. Vice President MSD:Iak 1) Reinforced concrete 2) Structural steel bolting 3) Soil compaction testing 4) Epoxy anchor inspection GINEERS, I CC: Greg Thorson — Red Dot ' 1 O1 Everett Office 917-134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 000 -212 This is to inform you that registered special inspections have been completed for this project as per our reports, copies of which have been sent you. To the best of our knowledge, all work inspected was either performed in accordance with, or corrected to conform to, the city approved drawings, or engineer approved changes. We trust that this provides you with the information which you require. Should you have any questions give us a call. HEATERS AND. • AIR CONDITIONERS GT:cAP Phone: (206) 575 -3840 Very truly yours, Gregor . horeson Facilities Manager RED DOT CORPORATION • 1 4� ■ r Cendkau Number 495 Andover Park East, P.O. Box 58270 Seattle, Washington 98138 February 14, 2001 Duane Griffin Building Official Department of Community Development City of Tukwila 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Subject Permits #D2000 -252 & MI2000 -212 Red Dot Corporation 745 Andover Park East Dear Mr. Griffin: Thepurpose of this letter is to reiterate the verbal agreements between Red Dot Corporation and The City of Tukwila's Department of Community Development. 1. The UBC occupancy classification of the subject building shall be F -2. 2. At no'time shall the quantity of Class II (Diesel fuel) flammable liquids exceed, 240 gallons. This is the maximum allowed for a fully sprinklered building per the 1997 UCB - Table 3D. 3.. At no time shall a vehicle powered by Class I (gasoline) flammable liquids be allowed inside the building. 4. Red Dot Corporation shall provide ventilation at the rate of 15 cubic feet per minute of outside air for each occupant. Maximum occupancy will be 10 persons. 5. Red Dot Corporation shall provide a roof mounted automatic (CO detector actuated) exhaust system for the vehicle staging area for exhaust fume removal. The exhaust will. providel .5 cfm /ft floor area per the 1997 UCB — 1202.2.7. This system will be in addition to the dedicated vehicle exhaust system that shall connect directly to the vehicle's exhaust pipe and is already included in the original ventilation design. RECEIVED FFR 1 5 7101 Cortim u C ' T V DEVELOPMENT Fax: (206) 575 -8267 r• t•L(':Lisn• lrmfZie .4 .r aus. 44.11.Stie�s' tii.e • ... slyi . sire:° v.. +'�t.:rrl�:derdh�r.k;d.��.L... �.. ,..,..,tti6t t, • tr.::..•�.; z D U 0 , W = J H wo g Q . _ ° . �.w mo z � uj w mo U o N 0H w ` HU' O : u U 0 z .i. ..lS .n.u:+ Y.,.�..'U�.,..,�`..�.i� ...4Y.� .,u'...1....' .Si6�.k '.sLf.4+o6.t+ ".. +..i7.Y�Gi. •l Wi.LLC6.s+w: ;d'LLr r�.i.r.:iJ6d -iie ad.1 THE AUSTIN COMPANY ARCHITECTS • ENGINEERS • BUILDERS January 18, 2001 Mr..Duane Griffm Building Official Department of Community Development City of Tukwila 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 Subject: Permits # MI2000 -212 & D2000 -252 Mr. Griffm: Sincerely yours, Richard E. George Project Manager 18000 INTERNATIONAL BOULEVARD SUITE 300 SEATTLE, WA 98188-4204 PHONE: 208/874 -8300 FAX: 208/874 -8399 223 -01 AU- ST- IC- T377N3 Per our discussion of Tuesday, January 16, 2001, The Austin Company will continue to function as the "Architect/Engineer of Record" for the above mentioned permits. As stated in my previous letters, dated December 29, 2000, The Red Dot Corporation will handle all construction management duties, with The Austin Company providing consulting services only. RECEIVED JAN P r .. �� ARCHITECTS • ENGINEERS • BUILDERS December 29, 2000 Ms..Brenda Holt Permit Coordinator Department of Community Development City of Tukwila 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 Subject: Permit # D2000 -252 THE AUSTIN COMPANY Ms. Holt: As of December 11, 2000, The Austin Company has ceased to function as the General Contractor on the subject building permit. This permit shall be transferred to the building owner, Red Dot Corporation, who will monitor all of the construction activities for the remainder of this project. The contact person will be Greg Thoreson, Red Dot Corporation's Facilities Manager. His phone number is: 206 -575 -3840, ext. 3356. If you have any questions that I can answer for you, please call me at 206 - 674 -8350. ours, Stewart Fetterle Chief Architect 18000 INTERNATIONAL BOULEVARD SUITE 300 SEATTLE, WA 98188.4204 PHONE: 206/874.8300 FAX: 208/874.8399 223-01 AU•ST- IC- T377N3 ✓:AS.satih.*d�s'..� 1:.u. °.,3. GU�Li�.w.'au:d „LdJa: ti_':aiss..v av '._...� RED DOT datING AIR CONDITIONERS CORPORATION HEATERS.. AND 495 Andover Park East, ROE Box 58270 Seattle, Washington 98138 Dave Larson Senior Building Inspector Dept.( of. Community Development City of Tukwila 6300 Southcenter Blvd." Tukwila, WA 98188 November 13, 2000 Austin' Corporation has informed us that you need a letter stating that we agree not to store materials atop the now defined "Aftermarket Shipping Office "' located approximately 150 ft west of the N.E. -: corner of our building located at 745 Andover Park East in Tukwila, WA Consider this letter agreeing to that. Phone: (206) 575 -3840 Fax: (206) 575 -8267 Printed on recycled paper, t i uj O ! ` Z t-1 3 p 0 N o I— w w' — O ui Z ` � H = Z November 7, 2000 Mr. Dave Larson Department of Community Development City of Tukwila 6300 Southcenter Boulevard Tukwila, Washington 98188 Subject: Dear Mr. Larson: Based on my site visit and field measurements of the office extension construction, I recommend that the posting on the ceiling cap level be "No Storage ". The framing, 20 gage 6 " -SJ studs at 16" centers with 3/4" plywood sheathing, would qualify for a 10 psf dead load plus 30 psf live load. This being based on UBC load tables for the plywood and stud manufacturer's load tables for joist and wall studs. However, this being a limited access area with no stair access and no handrail, it would make sense to discourage its use as an accepted storage area. Sincerely, THE AUSTIN COMPANY Charles E. Vail, P.E. Chief Structural Engineer ,02&2) RECEIVED NOV 0 9 2000 COMMUNITY DEVELOPMENT Arun. n. w. i4r:: a.6:.•a."t.�r.:'.ii�+�i:".i.`.: ✓a uu :t': a "; :,.. ta.Y&.dY,u +::nt:r; a• r.• t',,... n .M;$'d.Hx...rr...: ��va ":..sr��s.s ..4:ia" August 8, 2000 Wm. Stewart Fetterley, AIA 18000 International Blvd, Suite 300 Seattle, WA 98188 RE: CORRECTION LETTER #1 Development Permit Application Number D2000 -252 Red Dot Corporation 745 Andover Park East Dear Mr. Fetterley: This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Public Works Department. At this time, the Building Division, Fire Department and Planning Division have no comments. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206)431 -3672. Brenda Holt Permit Coordinator encl xc: File No. D2000 -252 Guy of Tu Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Red Dot Corporation 745 Andover Park East Tukwila, WA 98138 RE: D2000 -152 Red Dot Corporation 745 Andover Park East City of Tukwila Steven M. Mullet, Mayor Department of Public Works James F. Morrow, P.E., Director In order to meet Washington State Department of Health requirements for protection of water supply systems, the City requires approved backflow prevention on domestic water, irrigation and fire lines. The City has determined that the fire line for this building is served by two backflow devices. The device on Andover Park East was recently upgraded. However, the Public Works Operations Department performed a site visit and determined that the backf low device at the Minkler Avenue connection may be deficient. In order to help us determine if this device meets current code requirements, please provide the following information: a) Installation date b) Manufacturer c) Serial number d) Model number e) Maintenance records for the last two years 2) List of all tenants in the building and each tenant's major activities. The Public Works Director will withhold issuance of the above Tenant Improvement permit until Public Works receives the information requested. 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98/88 • Phone: 206.433 -0179 • Fax: 206.43/•3665 . ..v..uwl;, w .,mac .. .. ....... : r: . �a�. Ndl:.`3iW.1'J�.- �1.'a'� +..��.t .. ,:..••: iLiu.c:i..L.u.L.leu:�n" :JLa.1.li.i..ibtiL�L�cdJ• • Page 2 August 7, 2000 D2000 -252 Once Public Works receives this information, the Director determines if a health hazard exists. If a health hazard exists, the Department will require installation of approved backflow devices. To meet this requirement you may install approved backf low prevention or you may bond for installation by a specific date. The Director will withhold issuance of the Tenant Improvement permit until the Permit Center receives plans for installation or a bond for installation. If you opt to install, you may install under a separate permit or under the Tenant Improvement permit application. If you opt to install under the Tenant Improvement permit, you must supply the installation plans, stamped and signed by a Fire Prevention Designer, to the Permit Center as a revision to the Tenant Improvement permit application If you opt to bond for the installation, you must provide the following to the Permit Center; 1) an original installation estimate, 2) a bond for 150% of the installation, and 3) a letter stating your intent to install the device by a certain date. This must be done before the Permit Center issues the permit. I have enclosed some information to help you. Please call Jill Mosqueda, Development Engineer, or Jim Morrow, Public Works Director, at 206 - 433 -0179, if you have any questions. Sincerely L. Jill Mosqueda, P.E. Development Engineer Enclosed: Policy 99 -01 Backflow Packet P:Pubwrks /Backflow /Letters /d2000 -252 red dot • PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D2000 -252 DATE: 7 -28 -2000 PROJECT NAME: RED DOT CORPORATION SITE ADDRESS: 745 ANDOVER PK E XX Original Plan Submittal Response to Incomplete'Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Bui Division Aux, & Public W riq bliti s 0 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete n Comments: TUES /THURS ROUT G: Please Route Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: yl Fire Prevention 'J Planning ivision A'w 8 -L-CO Aeit 1 - 3 1- Structural n Permit Coordinator DUE DATE: 8-1 -2000 Not Applicable n APPROVALS OR CORRECTIONS: (ten days) DUE DATE 8-29 -2000 Approved n Approved with Conditions Not Approved (attach comments) VI pu REVIEWER'S INITIALS: DAT • S 't1`oe , CORRECTION DETERMINATION: DUE DATE Approved Approved with Conditions REVIEWER'S INITIALS: NNNOIIII.IwC WI Not Approved (attach comments) DATE: ACTIVITY NUMBER: D2000 -252 DATE: 9 - - 2000 PROJECT NAME: RED DOT CORPORATION SITE ADDRESS: 745 ANDOVER PARK EAST Original Plan Submittal Response to Incomplete Letter X - Response to Correction Letter # Revision # - After Permit Is Issued DEPARTMENTS: Building Division Public WV" q ..6 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Please Route U'RROUTE.DOC 5/99 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Comments: TUES /THURS ROUTING: Fire Prevention Structural Incomplete n Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions 1k' REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: Approved Approved with Conditions REVIEWER'S INITIALS: n n n No further Review Required Not Approved (attach comments) n Planning Division Permit Coordinator DUE DATE: 9 -5 -2000 a U Not Applicable n DATE: DUE DATE 10 -3 -2000 DUE DATE Not Approved (attach comments) DATE: ACTIVITY NUMBER: D2000 -252 DATE: 2 -16 -01 PROJECT NAME: RED DOT CORPORATION SITE ADDRESS: 745 ANDOVER PK E SUITE NO: Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # XX Revision # 1 After Permit Is Issued DEPARTMENTS: Building Division 1-21.01 Public Works Complete TUES /THURS ROUTING: Please Route Y7(MOUTL.DOC srr� PLAN REVIEW /I��UI SLIP [s] n (-ft) Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n Comments: Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) v�n�7r+ �rn. 4.,.. nn a.Y«.srur�+�.+�uezarirr�n��.• Planning Division ❑ Permit Coordinator DUE DATE: 2-20-2001 Not Applicable n n No further Review Required DATE: DUE DATE 3-20-2001 Approved 7 1 Approved with Conditions C Not Approved (attach comments) U REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions ❑ Not Approved (attach comments) I I REVIEWER'S INITIALS: DATE: .......,..,. r,. r. �....... Y....., n.. .�.4,.....a..rmmamsxa�wo ?rw�!e.n c 6 W, �8 rn w g Q; � z Lu U o N; o �? w w` O u o = . O � z Revision • Date .. No.. Received Staff Initials Date Issued . 'Staff Staff Initials •#- I I 2 I I 0 1 I I X "3 [( 10 1 17 U.. Summary of Revision: A) QeYtsect COrth D I moms. B ) 0 • et -tech cerr r OCatiOric s -h3f. , -41.4 . .. A.Orv. • C ! -. 't - • Received By: ci hourd Vvave.. Revision No. Date Received Staff Initials Date Issued Staff .,•: Initials Staff Initials I Summary of Revision: , I I Received By: " Revision No. ' ' ,. Date Received I Staff Initials Date Issued Staff Initials I I I I I Summary of Revision: Received By: • Received By: Revision No. Date Received Staff Initials Date - Issued Staff Initials I I I I I Summary of Revision: Received By: PROJECT NAME: Red -O Site Address: 745 Ar vei 8 r �1�:- - - Original Issue Date: 12. -OCR Revision No. Summary of Revision: Date Received REVISION LOG I Staff Initials PERM' NO:. D2.000 — 252. Received By: Date Issued A1114fYal (please Vint) (please print) (please print) (please print) p prim) Staff Initials i Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: D2000-252 O Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued Project Name: RED DOT CORPORATION Project Address: 745 Andover Park East Contact Person: Wm. Stewart Fetterley Phone Number: Summary of Revision: ve.,T YiL.�_ � Cv 44 4 RECEIVED CITY OF TUKWILA SEP - 1. 2000 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Recejved at the City of Tukwila Permit Center by: Entered in Sierra on 9 -1-d City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 PERMIT CENTER 09/11/00 ili C 6 1 ' 0 W iii 2 u. W D W E O Ili II1 D p ' '0 Ll 0 1- W W w z _ ; o t'" z City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite .100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 211 /6 I Plan Check/Permit Number: DZeOC - Z Z Response to Incomplete Letter # 0 Response to Correction Letter # Revision # after Permit is Issued FEB 1 6 2001 Project Name: f D O aT .,e /'C 6t-7? °xi Project Address: 74 ANDO vel 2 / 4 EAS Contact Person: , c1k4 & . G erap7 - Phone Number: 206— /,7f- - g73 76 Summary of Revision: Jz eUI5ej r * ovr -cD/ v 1S �cv +5 Tec_tt c es74-e // t' Su J7 a1"1- 1/ll -471Y /- / �evised 6/616 r f oc -h s 1 i�' GL-�r4 -vl vie RECEIVED CITY OF T1IV' ql n PERMIT CENTER 11 too, 4- /Ur, 4-101, /D -,0"Z, 4 -L0Z Sheet Number(s): A; ZOo, A - 6'00 I` fJ - ,6 O / "Cloud" or highlight all areas of revision including date of revii lion Received at the City of Tukwila Permit Center by: [r Entered in Sierra on 2= 0 08/30/00 .wrerv�r CD U. w • d 3 Ca t O— 0 '- Wui — O. Z . 0 N '. Z ' City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite .100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 21/ ./6/ PlanCheck/PermitNumber: DZO - ZS Z. Response to Incomplete Letter # 0 Response to Correction Letter # X Revision # after Permit is Issued Project Name: ,�6 1 7 / c Q UhJ Project Address: 74 AZUDD tr YL 0 Af2K jet ch..", C. G eerk? Contact Person: Summary of Revision: eu/5e.,1 rots 41.77 / P7771 R ev15 1 �" c erri-err suJ /e, Let) is -' de4 r /0 c.crh 41 s . ". T yre Received at the City of Tukwila Permit Center by: 2" -.. ✓ Entered in Sierra on 2 't, 0 I RECEIVED CITY OF TI JVW!! A PERMIT CENTER EDIT Phone Number: 206- 67f-- x37 V07)4'1 / ubr� /2�r�J wu G V Ao, Ai- too, A- wa ,4q_iot, A-1o/, 27-ioz, 4- 1Z Sheet Number(s): /-fi zoo, A - 6 00 0' A - 00 "Cloud" or highlight all areas of revision including date of reviion • 08/30/00 re 2 w U N WW; W O u. Q o N =v w V _CO Fire Department Thomas P. Keefe, Fire Chief Fire Department Review Control #D2000 -252 (512) August 3, 2000 Re: Red Dot Corporation - 745 Andover Park East Steven M. Mullet, Mayor Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following. concerns: 1. Maintain fire extinguisher coverage throughout. 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) 2. Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) Obstructions, including storage, shall not be placed in the required width of an exit, except projections as permitted by the Building Code. Exits shall not be obstructed in any manner and shall remain free of any material or matter where its presence would obstruct or render the exit hazardous. (UFC 1203) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 - 575.4404 • Fax: 206 -575 -4439 City of Tukwila Fire Department Page number 2 eat space. (UFC 1207.3) Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212) Internally illuminated exit signs shall have both bulbs working at all times. (UBC 1003.2.8.4) Aisles leading to required exits shall be provided from all portions of buildings. Aisles located within an accessible route of travel shall also comply with the Building Code requirements for accessibility. (UFC 1204.1) Exits shall be illuminated any time the building is occupied with light having an intensity of not less than 1 foot candle at floor level. Fixtures required for exit illumination shall be supplied from separate sources of power for Group I, 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 1003.2.9, 1003.2.9.2) Combustible material shall not be stored in exits or exit enclosures. (UFC 1103.3.2.3) All exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 1 1/2 hours in case of primary power loss, the exit signs shall also be connected to an emergency electrical system provided from storage batteries, unit equipment or an on site generator set, and the system shall be installed in accordance with the electrical code. (UBC 1003.2.8.5) Exit doors shall be maintained in accordance with Section 1207. Exit doors shall be maintained in an operable condition. Doors installed as part of required fire assemblies shall be maintained in accordance with Section 1112.2. (UFC 1207.1) Steven M. Mullet, Mayor Thomas I? Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 II uj DLO ,. a O W u j` oi ii z, 0 : Steven M. Mullet, Mayor Fire Department Thomas P. Keefe, Fire Chief H ' 3. Maintain sprinkler coverage per N.F.P.A. 13. g 5 ( Addition /relocation of walls, closets or partitions may D require relocating and /or adding sprinkler heads. 1-..., All new sprinkler systems and all modifications to z o existing sprinkler systems shall have fire department E H review and approval of drawings prior to installation ' J or modification. New sprinkler systems and all modifications to sprinkler systems involving more than O N 50 heads shall have the written approval of the o H W.S.R.B., Factory Mutual, Industrial Risk Insurers, w w .` Kemper or any other representative designated and /or v; recognized by The City of Tukwila, prior to submittal w P '. to the Tukwila Fire Prevention Bureau. No sprinkler z work shall commence without approved drawings. (City ... y ; Ordinance #1742) P F Contact The Tukwila Fire Prevention Bureau to witness z all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 4. All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1900) (UFC 1001.3) Call the Tukwila Fire Department at 575 -4407 for approval of any system shut down. Have job site address, name and the Tukwila Fire Department Job Number available to confirm shut down approval. (City Ordinance #1900) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 5. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) Page number 3 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206-575-4439 Yours truly, N City of Tukwila Fire Department Thomas P. Keefe, Fire Chief Page number 4 Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 1111.1) Accumulation of combustible waste material is prohibited during the demolition phase of this project. Remove and properly dispose of all waste material prior to the close of the working day and as often throughout the day as needed. This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. The Tukwila Fire Prevention Bureau cc: TFD file ncd Steven M. Mullet, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 N w w` g -J IL < ca 1 w ~; U U. wW 0 . ui z N 0 ` LICENSE DETAIL INFORMATION Form STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES Specialty Compliance Services Division P. O. Box 44000 Olympia, WA 98504 -4000 THE RESULT OF YOUR INQUIRY FOR LICENSE NUMBER SELECTED IS: LICENSE DETAIL INFORMATION Current Filter: None Registration# or License AUSTICT377N3 Name AUSTIN CO, THE Address 18000 INT'L BLVD #300 Address City SEATTLE State WA Zip 981884204 Phone Number 3607559465 Effective Date 8/23/63 Expiration Date 1/1/01 Registration Status ACTIVE Type CONSTRUCTION CONTRACTOR Entity CORPORATION Specialty Code GENERAL Other Specialties UBI Number 177006433 'VIEW *VIEW PRINCIPAL OWNER(S) FOR THIS LICENSE* * * * * *VIEW CONTRACTOR BOND /SAVINGS INFORMATION * * * * * *CHECK INQUIRY FOR SUMMONS AND COMPLAINTS* * * * * * VIEW CONTRACTOR INSURANCE INFORMATION * * * New inquiry by CITY, NAME, PRINCIPAL OWNER NAME, NUMBER, UBI NUMBER or return to the L &I Construction Compliance Home Page http : / /www.lni.wa.gov /CONTRACTORS /TF2Form.asp ?License= AUSTICT377N3 Page 1 of 1 9/12/00 1 .7 48' -0" 1g 14.r fft ELM PROS SEE AD -101 SEE AD -102 COMPUTER ROOM 22' -0" 1— O O MAINTENANCE 48' -0" 2 48' 0" CI I E I " 0 a i7 ff-1= l - l- l °I -I - I SD CJ °I = 0 48' -0" 0 3 48' 0" 48" °O 48' 0" DOOO %6% I 0 a� o ® G NOT USED. NOTES NOT USED. REMOVE EXISTING 20' W. x 16' H. OVERHEAD DOOR, TRACKS, AND OPERATOR. t CUT EXISTING CONCRETE WALL FOR NEW DOOR INSTALLATION AND SLAB FOR NEW LEVELERS. REF. STRUCT. D DRAWINGS. REMOVE RAILINGS, DOCK BUMPERS, AND OTHER MATERIALS AS NECESSAR TO INFILL SLAB AREA. REF. STRUCT. O p CUT BACK DRAIN LEADER TO REROUTE. REF. A -200. REMOVE PORTION OF CONCRETE TO REDUCE RAMP WIDTH. LEGEND _ = == PARTITION TO BE REMOVED. F = FULL HEIGHT -GYP. BD. ON 2X6 WD. STUDS TYP. D = DEMOUNTABLE OR CEILING HEIGHT. DOOR TO BE REMOVED. \ SEE DOOR SCH. FOR DOORS I I TO BE SALVAGED. TT AREA OF EXISTING SLAB TO BE REMOVED FOR INSULATED a SLAB. REF. STRUCT. DWGS. F 7 AREA OF WORK INCLUDED IN L:..J PHASE 2 PERMIT PACKAGE. FILE COPY understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of con- tractor's copy of approved plans acknowledged. By Date 3 t 6 // Permit No po0- 2tiy co 2 8' 4' 0 rilMEMELLIN o C 8' 16' 24' 32' 40' CONSULTANTS • DESIGNERS • ENGINEERS• CONSTRUCTORS OWNER: A MARK NORTHWEST REGION 18000 INTERNATIONAL BLVD., SUITE 300 SEATTLE, WA. 981884204 206 -674 -8300 www.theaus0n.com CONSULTANTS: RED DOT CORPORATION PLANT II RELOCATION 745 ANDOVER PARKSKS`Es TUKWILA, WASHINGTON 02/12/01 08/15/00 DATE SHEET TITLE: Copyright THE AUSTIN COMPANY 2000 ISSUE: PROJECT NO: 00 -5777D CAD DWG FILE: 777A0100 DRAWN BY: CADD CHECKED BY: WSF OVERALL FIRST FLOOR DEMOLITION PLAN SHEET NUMBER: THE AUSTIN COMPANY LMV LMV DEN RECEIVED CR1' OF TUKWILA REVISED PER ER # ISSUED PER ER #2 AD -100 DESCRIPTION 12ODD- 2_52 i 2 3 4 5 PB PB NOTES rpI r�Ii� i Q g E AUS m IN ® COMPANY CONSULTANTS • DESIGNERS •ENGINEERS • CONSTRUCTORS NORTHWEST REGION 18000 INTERNATIONAL BLVD., SUITE 300 SEATTLE WA. 98188 - 4204 206- 674 -8300 w wY.yeaustin.com ` �" MODIFY EXISTING DOOR FOR NEW e RAMP CONFIGURATION. [2::›- INFILL EXISTING LOADING DOCK AND MODIFY RAMP. ® 22' -0" ® 48' ,� O " -0 B ® 48' © © -0" 48' 0" O 48' O 0 O O ® -0" 48' 0" 48' QB O © -0° 48' 0" © OT 22'-0" AREA BETWEEN DOORS INFILL WALL DOORS. _ ® NEW 9'W.x10'H. OVERHEAD LIFT L VE ER, TC. O D 0 9' -O" 9' -O" / Q 9 -D" 9' -O" 9' -O" P �� w >C �-c 2 � x " ""'" 1'- NM �j 1 � N ir L 1 'l O1 REF. S -500. . AMP I • tp �I R c I I E E �� cc P� ncc Pcorn - A ■ I rg -1 q � g 1 1 ti III _ _ , PAINT WALL AND WALL OPEN FRAMES TO MATCH ADJACENT MANUFACTURING AREA. SEE ROOM FINISH SCHEDULE FOR FINISHES IN REMAINDER OF BLDG. CONSULTANTS: - ci _ __ j 1;: # 10 0 I q g 1 q _ i �y co r - � ` CLR. f tp • - i � _ { `. Q a 0 0 -CO X X X . X ! 4 - 11 " �. 4 - 11 /2" _� = - • PB , �' IS AREA —_ _- ' s e es � RcG'STEkEC ! B \ 0 . /� `r R C 'T ' 4 9 ''. sTnrEr,FVOn J i , 4' - O 1 / 2 " 2 -1 — - I : 7J �' I ®� i! R cCr c A i` i. t ,, aaC I I -- d ° © NEW RAMP WALL REF S -500. 7, PATCH REMAINING SURFACES WHERE PARTITIONS, WALLS, DOORS AND OTHER ITEMS B ! L .. — _ �: _ I —_ - O A-300 [ A - __— _ _ _ . . . _ ___ _ ' ' o REMOVED - TYPICAL. 8. REVISE THE EXISTING WET SPRINKLER SYSTEM (PER NFPA 13) TO SUIT THE NEW PARTITION LOCATIONS BY O ADDING AND /OR REMOVING 4 EXISTING SPRINKLER HEADS AS NECESSARY. THE EXISTING LEVEL OF COVERAGE AND HEAD TEMPERATURE MAINTAINED. EXISTINGSHALL BE SPRINKLER HEADS SHALL NOT BE RE- INSTALLED. C O RACK &EQUIPMENT RELOCATION BY OWNER. PAINT GUARDRAILS, CURB & 4" VERT. & HORZ. STRIPE EDGES OF SLAB SAFETY YELLOW. REFER TO DETAIL DA-200 AND � i I M — .. — .. J t e 5-500 S 500 C I i - . OWNER: I _ B RED DOT CORPORATION PLANT II RELOCATION RECEIVED CITY OF TUK . 'E T T RMI CENER 745 ANDOVER PARK EAST TUKWILA, WASHINGTON J1 I i i E 4 I L SHUY i - i --°1----- I -- _, , �{ TEST BOOTH II N II� � - •E t 0 I ['H _ • SHEETS M -120 AND M -121 FOR 6 EXHAUST ROOF PENETRATIONS. LEGEND 1 I I ! I- I i r SEE I [ B::Tco _ SEE A -102 I' 2 I f 1 l I ■ i i I I I a T ° C NEW PARTITION. X SEE X /X -XX FOR WALL TYPES. EXISTING PARTITION. O NEW DOOR OR SALVAGED DOOR. o EXISTING DOOR TO REMAIN. f[ o FIRE EXTINGUISHER 8 O j I� Ir U a QC oC IN M MO 13 — I0 Ili m — RI _ B a ( • . ! I I / - l' C� MI � I 2 - TECH. CE TER SUPPORT ®u a � • slab -1 0 -- _ _ =_ AREA OF FLOOR INFILL. 1 1 AREA OF WORK INCLUDED IN 0 O eummemom OD imam 1101111:111 L J PHASE 2 PERMIT PACKAGE. ,0 . - -- m I ulnae mmin I ° ° o o"s PIPE BOLLARD 02/12/01' LMV REVISED PER ER #4 ■- -_ -! p I I'I p p p p I I f i1 B 06/15/00 LMV ISSUED PER ER # ii.. e THO W.B. ■ suss -o�n � CL _ G1" OF I gtW lts pppR f)4r0 B Z $ 2.0 O 0 0 © O A JET 18, 21130 LMV ISSUED FOR T.I. PERMIT l per - DESCRIPTION r _ � I _ . THE AUSTIN COMPANY 2000 �k : :: g :ATE MAINTENANCE � -i� f. � ' 1 o o �!!7_ r rilft ' 1 II '. 1 % 1 • Pe . ■I . t — - m PROJECT NO. 00 -5777D •0=0 ®z a ` P.1.- Wou �, �!A � � ; I } I !! IIU CAD DWG FILE: 777A -100 n • . Ti S AREA — — 1 -- I OFFICE ►%� C DRAWN BY: CADD °, � .. 4 FE 0 i �/ �� O O B CHECKED BY: WSF I A _3 I _ � I I 1 Ira 1 e' " I lam 1 I , • _' m 3 « 3 _ � ,- i —s� Y� g u= ww+ _ "' e '•° o= Li ", tl_- _ A 100 - SHEET TITLE: < O FFICE /I —.- A l / A OVERALL FIRST FLOOR PLAN ,, - t a L i ' '2' = 0�' 1 �_ 1 — B �� TP �Ni K 3 " UP ii U g v�„BO�'"►.� a ... . , _„,„„41,„,,,, •FIA I `I ■■.�. r D c 5 ,3 8' 4 0 8' 16 24' 32 40' SHEET NUMBER: ■:■ t:, f: r 1 2 3 4 5 A F' X. FX X _ -J CUT WALL FOR 8' -0 "w. x 9' -6 "h. FINISHED OPENING. ®"F z MATCHLINE SEE AD -102 I [ li AIR C O N D. r EQUIPMENT: F D LU CD U- LL 0 �►C i I U DII I _ 0' I MIS Ur 48' 0 D LOADING DOCK LOADING DOCK JL A 1 - I L = = = =d IF COMPUTER rr _1L Ij FI I1 I [5::>- 1 COMPUTER 22' -0" ROOM ROOM IL cEus II I I l l i Ii 1 II D E D A DOO A sa NOTES REMOVE RAISED ACCESS FLOORING STRINGERS AND PEDESTALS. REMOVE VCT. TEST TO VERIFY ASBESTOS FREE BEFORE REMOVAL CUT EXISTING CONCRETE WALL FOR NEW DOOR INSTALLATION. SEE A -100 D FOR DIMENSIONS NOT SHOWN THIS SHEET. ® REMOVE PORTION OF WALL FOR FOR NEW DOOR OR WINDOW OPENING. REF. PLAN OR DOOR SCHEDULE FOR SIZES & LOCATION REMOVE STEPS, DOORS, LANDING & FRAMES TO ROOMS WHERE RAISED ACCESS FLOORING SUPPORT TO BE REMOVED. © REMOVE RAMP. NOT USED. aQ REMOVE RAILINGS, DOCK BUMPERS & OTHER MATERIAL REQ'D. TO INFILL SLAB AREA. REF. STRUCT. DWG. S -501. REMOVE WALL GRILLES. 1N REMOVE GYP. BD. AND FURRING. 11 REMOVE 12" H. SOT CAPPED WD. SILL C REMOVE ASPHALT PAVING AS REQ'D FOR INSTALLATION OF RAMP. REMOVE EXISTING 20' W. x 16' H. OVERHEAD DOOR, TRACKS AND OPERATOR LEGEND = = == PARTITION TO BE REMOVED. F = FULL HEIGHT D = DEMOUNTABLE OR CEILING HEIGHT. r -' DOOR Sc FRAME TO BE REMOVED. 1 \ SEE NOTES FOR DOORS TO BE 1 SALVAGED. AREA OF WORK INCLUDED IN PHASE 2 PERMIT PACKAGE. 4' 2' 0 SEE AD -111 FOR OVERHEAD STRUCTURE TO BE REMOVED. AREA OF EXISTING SLAB TO BE REMOVED FOR INSULATED SLAB. -a REF. STRUCT. DWGS. OTT OF (11;f1Lj APO" =0 FEB 2 8 20;1 K: Psi =lcU 4' 8' 12' 16 20' 111.. s of CONSULTANTS • DESIGNERS •ENGINEERS • CONSTRUCTORS NORTHWEST REGION 18000 INTERNATIONAL BLVD., SUITE 300 SEATTLE, WA. 98188-4204 206 - 674 -8300 www.theaustin.com CONSULTANTS: OWNER: A MARK Copyright ISSUE: ewarf F eriey STATE OF WASHINGTON RED DOT CORPORATION PLANT II RELOCATION RECEIVED crry of ruhwlls PERMIT CENTEF 745 ANDOVER PARK EAST 02/12/01 08/15/00 7/18/2000 DATE PROJECT NO: 00 -57770 CAD DWG FILE: 777AD 101 DRAWN BY: CADD CHECKED BY: WSF SHEET TITLE: PARTIAL FIRST FLOOR DEMOLITION PLAN SHEET NUMBER: THE AUSTIN COMPANY TUKWILA, WASHINGTON LMV LMV LMV IDEN REVISED PER ER #4 ISSUED PER ER #2 ISSUED FOR T.I. PERMIT THE AUSTIN COMPANY AD -101 DESCRIPTION 2000 MATCHLINE SEE A -102 OFFICE - -111 1111111MIIMIMMINEMI - -. - __ - = - _ M ' - -. • - -_ MIMI- O 1 1 © 09 05 00 pm Q 08 15 00 PIM NM W 18,2400 EMEMMENIIIE REVISED PER ER ; 4 REVISED PER ER ; 3 ISSUED PER ER ;2 ISSUED FOR T.I. PERMIT DESCRIPTION Copyright THE AUSTIN COMPANY 2000 SHEET TITLE: PARTIAL ENLARGED FIRST FLOOR PLAN SHEET NUMBER: 11' -2 "± HIGH. PARTS CAROUSEL 48' 0" 4' -6" 11' -0" 4' -6" .4' -6 ".. 11' -0" BAGGER PACKAGING & SUPPORT BAGGER DOCK AREA GENIE LIFT CHEM BOX ORIGINAL TEST CHAMBER SIZE ▪ SHOWN AS • N DASHED LINE. T A -300 15' -2" TEST BOOTH 19' -2" 0. /0. ONTROL RM. #1 EQUIP. RM. 10' -8" OWNER: RED DOT CORPORATION PLANT II RELOCATION 745 ANDOVER PARK EAST TUKWILA, WASHINGTON PROJECT NO: CAD DWG FILE: DRAWN BY: 00 -5777D 777A -101 CADD 22' -0" NOTES Q MODIFY O.H. EXIST'G DOOR FOR NEW to RAMP /DOCK CONFIGURATION. INFILL EXISTING LOADING DOCK. BUILD NEW RAMP. REF. STRUCT. DWGS. ® NEW LEVELER, ETC. TO MATCH EXIST'G. RELOCATE CHAIN LINK FENCE AND PROVIDE NEW 4' -0" SLIDING GATE. © INSTALL INSULATED SLAB UNDER LARGE ENVIRONM'TAL TEST CHAMBER. ( --- g >. REF. STRUCT. DWG. S -101. RELOCATE TEST CHAMBERS AND ASSOCIATED EQUIP. FROM KENT FACILITY. REMODEL EXIST'G LARGE TEST CHAMBER TO SIZE SHOWN. (ORIG. CHAMBER IS 15' -2" x 38 OUT TO OUT). ® 8' h. CHAIN LINK FENCE AND 6'w. x 8'h. CHAIN LINK GATE W/ PRIVACY SLATS. RELOCATE DOOR AND FRAME TO SLAB LEVEL AFTER REMOVAL OF RAISED FLOORING STRUCTURE. INFILL REMAINDER OF OPENING W/ WALL CONSTRUCTION TO MATCH EXISTING. TB. 0 PATCH REMAINING SURFACES WHERE PARTITIONS, WALLS, DOORS AND OTHER ITEMS REMOVED - TYPICAL. 11:2> CONSTRUCT NEW BEARING PARTITION (2x6'S @ 16" O.C.) W/ OVERHEAD STRUCTURE AND SUSP. ACOUSTICAL CEILING TO MATCH ADJACENT CONSTRUCTION. WOOD FRAME WINDOW, 24 "x36 ", BOTT. @ 42" A.F.F., W/ 1/4" GLASS. CASE NEW OPENING TO MATCH ADJACENT DOOR OPENINGS. EXTEND GYP. BD. TO T.O. WALL WHERE GYP. BD. CLG. REMOVED. PAINT COLUMNS SAFETY YELLOW TO 8' -0" A.F.F. & 4" STRIPE @ DOCK EDGES AND EDGE OF SLAB CONDITIONS. 36 "x80" DOOR AND 23 "x63" WINDOW BY TEST BOOTH METAL PANEL SUPPLIER. PROVIDE CASED OPENINGS IN GYP. BD. WALL TO COORDINATE W/ MTL. PANEL OPENINGS. PROVIDE NEW WALL CONSTRUCTION TO MATCH EXISTING. LEGEND NEW PARTITION. SEE A -300 FOR WALL TYPES EXISTING PARTITION TO REMAIN. NEW DOOR OR SALVAGED DOOR. SEE NOTES FOR DOORS TO BE SALVAGED ON DOOR SCHEDULE. AREA OF FLOOR INFILL. " , AREA OF WORK INCLUDED IN L...j PHASE 2 PERMIT PACKAGE. PPB PIPE BOLLARD. REF. DETAIL 5/A -300. d FIRE EXTINGUISHER. HAZARD CLASSIFICATION 'A' DOOO- as 4' 2' 0 PROVIDE 1" GAP BETWEEN WALL AND BOOTH. INSTALL EXPANDABLE FOAM TAPE AND SEALANT @ JOINT. PROVIDE 2" GAP. FROM F.O. NEW POST TO F.O. METAL PANEL. REFER TO DTL. D/A -200 & DWGS. M120 & M121 FOR EXHAUST ROOF PENETRATIONS. REPLACE DOOR JAMB CASINGS. 9'W. x 10'H. HIGH LIFT DOOR W/ OPERATOR, SHELTER, ETC. TO MATCH EXISTING. 4' 8' 12' 16' 20' C CONSULTANTS • DESIGNERS• ENGINEERS• CONSTRUCTORS NORTHWEST REGION 18000 INTERNATIONAL BLVD., SUITE 300 SEATTLE, WA. 981884204 206 - 6748300 www.theaustin.com CONSULTANTS: THE AUSTIN A COMPANY CONSULTANTS • DESIGNERS • ENGINEERS• CONSTRUCTORS CONSULTANTS: OWNER: RED DOT CORPORATION PLANT II 1 RELOCATION C A MARK NORTHWEST REGION 18000 INTERNATIONAL BLVD., SUITE 300 SEATTLE, WA. 98188 -4204 206-674 -8300 www.theaustin.com 745 ANDOVER PARK EAST TUKWILA, WASHINGTON 02/12/01 08/ 7/18/00 DATE CAD DWG FILE: DRAWN BY: CHECKED BY: SHEET TITLE: SHEET NUMBER: THE AUSTIN ® COMPANY LMV LMV TGT IDEN , ERNI1 CEA; REVISED PER ER #4 ISSUED PER ER #2 ISSUED FOR T.I. PERMIT DESCRIPTION Co yright THE AUSTIN COMPANY 2000 ISSUE: C PROJECT NO: 00 -5777D 777AD102 CADD WSF PARTIAL FIRST FLOOR DEMOLITION PLAN AD -102 MATCHLINE SEE AD -101 D B A :T /A 8 ;M L L�l 1 IIC ,r OFFICE D COMPUTER ROOM LAB �� L TELEPHO / _ I 48' 0" 0 F NIC >r F COMPUTER ROOM I CJ L __ F - MIL STUD b6 = == D LAB L_I / LL 0 CD F 0 w F == c) Lj- w v A 0 LLL L- 0 48' 0" 22' -0 DaDoo 5 NOTES • REMOVE RAISED ACCESS FLOORING STRINGERS AND PEDESTALS. REMOVE VCT. TEST TO VERIFY ASBESTOS FREE 0- REMOVE WINDOW. ® REMOVE PORTION OF WALL FOR NEW DOOR OPENING. SEE PLAN OR DOOR SCHEDULE FOR SIZES & LOCATION. 0- REMOVE CABINET & MARKER BOARDS. © REMOVE DOOR, 12 ". HIGH WOOD SILL, & FRAME. REMOVE STEPS, DOORS, LANDINGS & FRAMES TO ROOMS WHERE RAISED ACESS FLOORING SUPPORT TO BE REMOVED. A" REMOVE THRU -WALL A/C A BRACKETS AND FRAME. B • REMOVE ELECTRIC WATER COOLER. ▪ REMOVE FULL HEIGHT CORK PANELS. 11 REMOVE EXISTING CABINET, COUNTER, & SINK. SALVAGE SINK FOR REUSE. REMOVE RAMP. • REMOVE CARPET. • REMOVE EXISTING F.R.P. WAINSCOT, VINYL FLOOR AND BASE AND ADHESIVES. LEGEND = = == PARTITION TO BE REMOVED. F = FULL HEIGHT D = DEMOUNTABLE OR CEILING HEIGHT. DOOR AND FRAME TO BE " REMOVED. SEE DOOR SCHEDULE FOR DOORS TO BE REUSED. 4' 2' 0 1 CF PSh;•;tt' PeRNa FEB 23 2.n1 D A 4' 8' 12' 16' 20' ■ -• M 8'M MATCHLINE 4 SEE A -101 ' up • SAIHS FE ' LELER ON I 112 I 0 L981 II9 1 9667 C99f 4a MU 4867 4667 3667 ®I" 1 rC Ili C96Z ®I I ®. I In 4 819 13„39 :t I III II St L. ..._. nnod 647 . 0 0 MEN' TOILET RM. I 106 CONE. RM. # _ WOMEN'S I TOILET I 111 I C7 = =® FE 667 4867 • NEI STORAGE B J © V OFFICE m ELECTRICA OFF E A° 108 HALL ;2 115 114 129B m CONF. RM. # U 0 I109I CONTROL RM. F 11241 (1248) 11' TA 1 I -107J I I HALL L 122A I (1298) ALIGN WALL W/ CORNER OF CALORIMETER. SIM.° ' 129E NO SILL ELEC. , 17. �I ill s®, Inch 4667 483 e FE EQUIP. RM. i22A QUIP. RM. L 127 CALORIMETER EQUIP. RM. 128 TECH. CENTER SUPPORT Si OP.EN- OFFICE I 103 I 112 2 I ENTRY II UM ENTRY ifl HALL I 133 I MEN'S TOILET RM. 1 134 WOMEN'S TOILET RM. 1 135 I EU CL Og 01 CL LL 0- '8'M '8 48' CL a J C, e '8'M I "8'M PACKAGING & SUP 113 M E i SAIHSI HALL #1 ! ° \ I 113 I n 0 0 U 8'M '8'M uo 00 P P P P 1 104 I 48' -0" 3 22' -0" RED DOT CORPORATION PLANT II RELOCATION 745 ANDOVER PARK EAST TUKWILA, WASHINGTON C . R.CEIVED PERMIT CENTER REVISED PER ER # REVISED PER ER #3 B 08/15/00 LMV ISSUED PER ER #2 A 7/18/2000 LMV ISSUED FOR T.I. PERMIT MARK DATE IDEN DESCRIPTION Copyright THE AUSTIN COMPANY 2000 ISSUE: D PROJECT NO: 00 -5777D CAD DWG FILE: 777A -102 DRAWN BY: CADD CHECKED BY: WSF SHEET TITLE: 02/12/01 09 05 00 PARTIAL ENLARGED FIRST FLOOR PLAN SHEET NUMBER: A -102 10 sa NOTES NEW WALL CONSTRUCTION TO MATCH EXISTING. REPAIR DAMAGED EXISTING RAISED ACCESS FLOORING STRINGER AND PEDESTALS & INSTALL NEW (USED) FLOOR TILES. CLEAN FLOOR TILES BEFORE INSTALLATION & DISCARD DAMAGED UNITS. INSTALL BEST PANELS IN AREAS TO BE MOST VISIBLE. WALK FLOOR AFTER INSTALLATION TO CHECK FOR MOVEMENT OR NOISE. ADJUST TILL FLOOR IS LEVEL AND RIGID. FURNISH 1 GRIP FOR REMOVING PANELS FROM GRID. ® NEW BASIN BY OWNER. PATCH REMAINING SURFACES WHERE PARTITIONS, WALLS, DOORS AND OTHER ITEMS REMOVED - TYPICAL. RELOCATE DOOR AND FRAME TO SLAB LEVEL AFTER REMOVAL OF RAISED FLOORING STRUCTURE. CASE REMAINING OPENING. AFTER REMOVAL OF DOOR, FRAME & 12" HIGH SILL. PROVIDE NEW CABINET. RELOCATE TEST CHAMBERS AND ASSOCIATED EQUIP. FROM KENT FACILITY. LEGEND - �-�- -- NEW PARTITION. SEE X /X -XX FOR WALL TYPES. EXISTING PARTITION TO REMAIN. In NEW DOOR OR SALVAGED DOOR. SEE NOTES FOR DOORS TO BE ® SALVAGED. AREA OF FLOOR INFILL. FE FIRE EXTINGUISHER 0 HAZARD CLASSIFICATION 'A' SYSTEMS FURNITURE TO BE MOVED FROM KENT FACILITY & REASSEMBLED AS SHOWN. LEAVE 1" GAP & INSTALL EXPANDABLE FOAM SEALANT TAPE AND SEALANT ® JOINT. PROVIDE NEW STEP - 11" TREAD 1" NOSING, & 2 EQ. CLOSED RISERS. THE � COMPANY CONSULTANTS • DESIGNERS • ENGINEERS• CONSTRUCTORS C OWNER: NORTHWEST REGION 18000 INTERNATIONAL BLVD., SUITE 300 SEATTLE, WA. 98188 -4204 206 - 674 -8300 www.theaustin.com CONSULTANTS: 3665 RE ISTR fin !ie wart F tterley STATE OF WASHINGTON 4' 2' 0 4' 8' 12' 16' 20' ir�gr�u:> INTERIOR I : NO ROOM NAME FLOOR BASE NORTH WALL EAST WALL SOUTH WALL WEST WALL CEILING REMARKS NO EXISTING NIMIl MINI SUBSTRATE ® SUBSTRATE FINISH SUBSTRATE IFINISH SUBSTRATE FINISH ®® 101 ENTRY CE F4 Fl B1 B1 B1 PARKER PAINTS OFF -WHITE 31 -3772 P1 - EMI & P1 PARKER PAINTS OFF -WHITE 31 -3772 P1 P1 P1 P2 ®__ 1111111=1■111=WA CF1 CFI BENNEIM __ —_ SEE NOTE 9 101 102 ENTRY STAIR CE CE SEE NOTE 9 SEE NOTE 9 TILE WAINSCOT (CT1) UP TO 4' ABOVE FLR - ALL 4 WALLS 102 103 104 105 103 OPEN OFFICE Fl P1 P1 104 OFFICE CE Fl Bt CARPET P1 P1 WY P1 CERAMIC FLOOR TILE 105 WOMEN'S TOILET ROOM CE F3 B2 P2 (B) AMERICAN OLEAN A93 -SAXON BLUE -2 "x2" P2 P2 (C) AMERICAN OLEAN A42- CINNABAR -2 "x2" 106 MEN'S TOILET ROOM CE F3 B2 P2 6 "x6" P2 ACCESS FLOORING P2 PROVIDE HPL FLOOR PANELS P2 P1 �_I_ CF1 TILE WAINSCOT (CT1) UP TO 4' ABOVE FLR - ALL 4 WALLS 106 107 SUBMIT SAMPLES FOR ARCH. APPROVAL BASE TYPES /COLORS 81 4" RUBBER COVE BASE ROPPE P194 BURNT UMBER B -- 107 STAIR #1 CE Fl B1 P1 P1 P1 - 108 __COFFEE BAR CE F2 B1 CEILING TILE P2 GYPSUM BOARD P2 P2 PL1 P2 P1 P1 CF2(E) CF1 CF1 P, _ PL2 PLASTIC LAMINATE 108 109 CONFERENCE ROOM #1 CE CE Fl F2 81 B1 P1 Pi P1 P1 P1 P, 109 110 110 STORAGE 111 _ CONFERENCE ROOly1#2 CE Fl B1 P1 P1 P1 P1 CF1 REMOVE CORK PANELS FROM NORTH WALL 111 112 TELEPHONE CLOSET CE E P1 P1 P1 P1 P1 P1 CF2 (E) CF2 E [/BE P1 P1 P1 _ _ 112 113 113 HALL #1 C /VCT /E CE Fl E B1 P1 P1 P1 114 ELECTRICAL E P1 P1 P1 114 115 HALL #2 C /VCT/ CE Fl P1 P1 P1 P1 P1 CF2 E_IM_, *CFI E =IPA 115 116 PACKAGING AND SUPPORT -- P1 P1 PI SEE NOTE 9, *REPLACE BROKEN AND STAINED CLG. TILE ONLY *REPLACE BROKEN AND STAINED CLG. THE ONLY 116 117 DOCK AREA CE -- P1 P1 P1 P1 117 118 OFFICE CE F2 -=1=1 P1 P1 P1 CF2 ® PROVIDE NEW CLG. TO MATCH EXISTING 118 E; 119 OFFICE CE F2 P1 P1 P Pt P1 a _ MUM. __ � COMPLETE ROOM & FINISHES BY MANUFACTURER 119 120 0 NOT USED 120 121 121 TEST BOOTH C 122 EQUIP. RM. CE CE P1 P1 P1 P1 122A 122A HALL LL P1 P1 123 CONTROL ROOM #1 CONTROL ROOM #2 CE CE F2 F2 I P1 P1 P1 P1 P1 CF *CF1� MO 11111 __ __ == 10' -0" 10' -0" � Z 717 s SEE NOTE 9 'R A° � "�"'' 7016 sc ° Rmv>oE anuac ,ae rEn sa®a,E COMPLETE ROOM & FINISHES BY MANUFACTURER COMPLETE ROOM & FINISHES BY MANUFACTURER COMPLETE ROOM & FINISHES BY MANUFACTURER O LET EP BROKEN FINISHES BY EN AFINS CL TI�N�LYSEE NOTE • 123 124 125 126 127 128 124 125 CALORIMETER ROOM # CE = 126 CALORIMETER ROOM ; 2 CF 127 CALORIMETER EQUIP. RM. # CE CE -- P1 _ CALORIMETER EQUIP. RM. #2 TECH. CENTER SUPPORT uI ^ - CE CF1 E,_ _ 133 134 MEN'S TOILET ROOM CE CE ® � *REPLACE BROKE Nn G. TILE ONLY 133 ELI _ C ,� NO ACTIVITY PLANNED AT THIS TIME -w PLANNED AT THIS TIME 134 135 135 WOMEN'S TOILET ROOM Y .ter:,_ _r _ INTERIOR I : T E S 1. 2. 3. 4. 5. 6. 7. FINISH /MATERIAL MANUFACTURER /COLOR REMARKS SUBSTRATES C CONCRETE E EXISTING PAINT TYPES /COLORS P1 EGGSHELL PAINT PARKER PAINTS OFF -WHITE 31 -3772 P2 SEMI -GLOSS PAINT PARKER PAINTS OFF -WHITE 31 -3772 WALL TILE CT1 CERAMIC GLAZED WALL TILE A FIELD TILE ACCENT TILE (A)AMERICAN OLEAN 57 MATTE LINEN MATT GLAZE -4 1/ (B)AMERICAN OLEAN 345 CR COLBALT -4 1/4 "x4 1/4" � 4 1/4" % C\ FLOOR'G TYPES El CARPET PATCRAFT /INTEWGENCE /COLOR = C.I.A. ARMSTRONG STANDARD EXCELON 51903 BLUE GRAY " \ F2 WY F3 CERAMIC FLOOR TILE FIELD TILE (A) AMERICAN OLEAN A07- LINEN -2 "x2" ACCENT TILE 11 (B) AMERICAN OLEAN A93 -SAXON BLUE -2 "x2" ACCENT TILE #2 (C) AMERICAN OLEAN A42- CINNABAR -2 "x2" F4 QUARRY TILE SUMMITVILLE TILES- SUMMITIVILLE RED FLASHED #10 6 "x6" F5 ACCESS FLOORING PROVIDE HPL FLOOR PANELS TO BE INSTALLED IN EXIST. GRID SUBMIT SAMPLES FOR ARCH. APPROVAL BASE TYPES /COLORS 81 4" RUBBER COVE BASE ROPPE P194 BURNT UMBER B -- CEILING FINISH CF1 SUSPENDED ACOUSTICAL CEILING ARMSTRONG 2'X4' CORTEGA LAY -IN MEDIUM TEXTURE EXISTING CEILING GRID TO REMAIN REPAINT CEILING GRID TO MATCH EXISTING COLOR- PROVIDE NEW CEILING TILE CF2 GYPSUM BOARD PLASTIC LAMINATE PL1 PLASTIC LAMINATE PIONITE AB191 BLUE SANDSTONE -SUEDE A COUNTERTOP PL2 PLASTIC LAMINATE 310 SW; ' , L ■ - SUEDE VERTICAL SURFACES FIELD TILE ACCENT TILE #2 ACCENT TILE #1 ALTERNATE ACCENT TILES WITHIN FIELD TILE IN PATTERN SHOWN. M r a lagageriMIPPEACOMF %� ■■ ■III ■ ■ ■ % :..11 ■ ■■ i 111... /%■ ■:III ■ ■ ■ / ■ ■ ■I%/' Pnithelhinibingir c :119P %■■� 2Piddirdialdiraqt J :■ 111. ■ ■ % ■■ ■111 ■ ■ ■M' :::::F :: ::::u ::: : GU: ■111■ ■ :: :' :'•U•• •u• :: : : : : r Or .(. 'R I s.l. s: )1V1 Scull: N A ', , / ���•� �I 11� ..____ • � TT% r 7Z/i1 o%VAJ.,.I..' II..I I i I II.RN Scdlr. NI'S A ACCENT TILE FIELD TILE ACCENT TILE 3 NVDO D-sa CONSULTANTS• DESIGNERS • ENGINEERS• CONSTRUCTORS CONSULTANTS: 3465 tew. rt OWNER: ISSUE: NORTHWEST REGION 18000 INTERNATIONAL BLVD., SUITE 300 SEATTLE, WA. 98188 -4204 206 - 674 -8300 www.theaus6n.com RED DOT CORPORATION PLANT II RELOCATION 745 ANDOVER PARK EAST TUKWILA, WASHINGTON D 02/12/01 LMV REVISED PER ER #4 C 09/05/00 LMV REVISED PER ER #3 B 08/15/00 LMV ISSUED PER ER #2 A 1/18/2000 ISSUED FOR T.I. PERMIT MARK DATE IDEN Copyright THE AUSTIN COMPANY PROJECT NO: 00 -5777D CAD DWG FILE: 777A -600 DRAWN BY: CADD CHECKED BY: WSF SHEET TITLE: � � 5111'ic f NUMIIER: THE AU T IN A COMPANY MOO 0O() RECEIVED ur iun:�� L : ?ERMR DESCRIPTION 2000 RC)(..)il( FII'-2HS -I SCE ]ED''(.11., T E S 1. 2. 3. 4. 5. 6. 7. PATCH CONCRETE FLOOR HOLES OVER 1/4" IN DIAMETER WHERE PARTITONS AND OTHER FLOOR MOUNTED ITEMS REMOVED AND ANY OTHER LOCATIONS. REPAINT ALL DOORS WITH P2 PAINT. ALL PIPING AND CONDUIT NEXT TO ADJACENT SURFACES WILL BE PAINTED THE SAME COLOR AS ADJACENT SURFACE. "E" INDICATES EXISTING TO REMAIN. PATCH AND REPAIR WALL SURFACES AS REQUIRED TO PROVIDE SMOOTH SURFACE TO ACCEPT NEW PAINT AND WALL TILE. PAINT METAL HANDRAILS AND GUARDRAILS TO MATCH EXISTING. WOOD HANDRAILS AND GUARDRAILS AND THE WOOD PANEL AT THE ENTRY TO BE STRIPPED AND REFINISHED PROVIDE SAMPLES FOR ARCHITECT'S APPROVAL 8. 9, REMOVE EXISTING CABINET IN COFFEE BAR. PROVIDE NEW PLASTIC LAMINATE CLAD COUNTER & CABINET &SINK TO FIT SAME SPACE VACATED BY OLD CABINET. PROVIDE SHOP DRAWINGS FOR ARCHITECT'S APPROVAL. PROVIDE BETWEEN -JAMB MOUNTED HORIZONTAL MINI BLINDS AT ALL WINDOWS. PROVIDE SAMPLES FOR ARCHITECT'S APPROVAL. B FIELD TILE ACCENT TILE #2 ACCENT TILE #1 ALTERNATE ACCENT TILES WITHIN FIELD TILE IN PATTERN SHOWN. M r a lagageriMIPPEACOMF %� ■■ ■III ■ ■ ■ % :..11 ■ ■■ i 111... /%■ ■:III ■ ■ ■ / ■ ■ ■I%/' Pnithelhinibingir c :119P %■■� 2Piddirdialdiraqt J :■ 111. ■ ■ % ■■ ■111 ■ ■ ■M' :::::F :: ::::u ::: : GU: ■111■ ■ :: :' :'•U•• •u• :: : : : : r Or .(. 'R I s.l. s: )1V1 Scull: N A ', , / ���•� �I 11� ..____ • � TT% r 7Z/i1 o%VAJ.,.I..' II..I I i I II.RN Scdlr. NI'S A ACCENT TILE FIELD TILE ACCENT TILE 3 NVDO D-sa CONSULTANTS• DESIGNERS • ENGINEERS• CONSTRUCTORS CONSULTANTS: 3465 tew. rt OWNER: ISSUE: NORTHWEST REGION 18000 INTERNATIONAL BLVD., SUITE 300 SEATTLE, WA. 98188 -4204 206 - 674 -8300 www.theaus6n.com RED DOT CORPORATION PLANT II RELOCATION 745 ANDOVER PARK EAST TUKWILA, WASHINGTON D 02/12/01 LMV REVISED PER ER #4 C 09/05/00 LMV REVISED PER ER #3 B 08/15/00 LMV ISSUED PER ER #2 A 1/18/2000 ISSUED FOR T.I. PERMIT MARK DATE IDEN Copyright THE AUSTIN COMPANY PROJECT NO: 00 -5777D CAD DWG FILE: 777A -600 DRAWN BY: CADD CHECKED BY: WSF SHEET TITLE: � � 5111'ic f NUMIIER: THE AU T IN A COMPANY MOO 0O() RECEIVED ur iun:�� L : ?ERMR DESCRIPTION 2000 RC)(..)il( FII'-2HS -I SCE ]ED''(.11., DOOR SCE11 1:::12)11.11...1E NNVIN DOOR TYPE DOOR SHOWN ON DWG. NO. DOOR SIZE DOOR MATERIAL DETAILS- SECTIONS FRAME MATL. I SSYTO FIRE RATING IN MINUTE HARDWARE GROUP REMARKS )IHVW OPENING WIDTH OPENING HEIGHT DOOR THICKNESS HOLLOW METAL ALUMINUM WOOD - SOLID CORE LOUVER JAMB HEAD THRESHOLD FRAME TYPE 1331S ALUMINUM ROOM THROAT WIDTH 7' -0" - ®�� und ©- — 111A A A -102 3' -0" - I7'A -601 - ' A -601 1 X * - 3 *RELOCATE EXISTG FRAME. 111A 113A AV A -102 3' -0" 7' -0" - 1 - - - - 3 REPLACE ACTIVE LEAF. 113A 115A A (PR.) A -102 2 0 3' -6" 7' -0" 1 3/4" - - X - 1/A -601 1/A -601 - 3 - - X 6 3/4" - - 4 115A 116A A A -101 3' -0" 7' -0" 1 3/4" - - X - 1/A -601 1 A -601 - 1 - - X 6 3/4" - - 2 116A 116B A A -102 3' -0" 7' -0" 1 3 4" - - X* - 1 A -601 1 A -601 - 1 - - X 6 3 4" - - 2 1168 116C A A -102 3' -0" 7' -0" - ®oI X - 601 - 1/A -601 p A -601 - 1 - - X 6 3 4" - - 2 1 16C 118A A A -101 3' -0" 7' -0" 1 3/4" - - 1/A -601 - 1 - - X 6 3/4" - - 3 / 1 18A 122A A (PR.) A -102 3'- 0 " +2' -0" 7' -0" 1 3 - - X - 1 A -601 1 A -601 - 3 - - X 6 3/4" 122A 123A A A -101 3' -. ' -0" 7' -0" 7' -0" 1 3/4" 1 3/4" 1 3/4" - - - - - - X X X 1/A -601 1/A -601 1/A -601 1/A -601 1/A -601 1/A -601 - - - 2 2 3 - - - - - - X X X 6 314" 4 3/4" 6 3/4" - - - - - - 3 3 5 /� 123A 123B 124A 1238 A A -101 A -102 3' -6" 3'- O" +2' -0" 124A A 124B A A -102 3' -6 7' -0" 1 3 4" - - X 1 A -601 1 A -601 - 2 - - X 4 3 4" - - 3 1248 ■ - 1110 n. 11■ -/III■ �1 r -.r IMIM ©O X X 'A -601 1 A -601 1 A -601 =II AVM X 6 3/4" X 6 3 4" 129A 129A 129B A PR. A A -102 A -101 A -101 3' -0 " +2 -0" 3' -0" 3' -0" 7' -0" 7' -0" 7' -0" 7A -601 1 A -601 1 A -601 - - - 3 1 1 - - - - - - - - - - - - 6 3 3 1298 129C 129C A 129D A A -101 3' -0" 7' -0" 1 3/4" 7' -0" 1 3/4" - - - -- 1 A -601 1 A -601 1/A -601 1/A -601 - - 1 1 SIM - - - - X 6 /4" X 4 3/4 - - - - 3 7 KEYED ON 129 SIDE 129D 129E 129E A A -102 2' -6" 134A A A -102 2' -6" 7' -0" 1 3/4" - - 1/A -601 1/A -601 - 1 SIM - - X VFY. - - 1 134A 135A A A -102 2' -6" 7` -0" 1 /4" - - X 1/A -601 1/A -601 - 1 SIM - - X VFY. - - 1 135A � DOOR INT ROOM 04 (REMOV: `1.11- EXIS ING LOCKSET, REUSE EXISTNG W HINGES) � LI��PF PROVIC E HARWAR SET 3 © EXISTING PROVIDE HARDWAFE SET 3 © DOOR INTO ROOM 129 FRO HAL_ RE ONE I ISTIN UNICAN LOCKSET, REUSE EXISTING -IINGEf. Mil r 1 LOCKSET WI PRIVACY /BATHROOM FUNCTION & LEVER. x4 1 CONSULTANTS: OWNER: Niimom = - M = -N M -= - -_ - - =MUM _ - -- --- -__ -- 0 08 15 00 EIBEII Q 1 18 2000 REVISED PER ER ; 4 ISSUED FOR T.I. PERMIT DESCRIPTION Copyright THE AUSTIN COMPANY 2000 ISSUE: C PROJECT NO: 00 -5777D DOOR SCHEDULE AND DOOR DETAILS SKEET NUMBER: A -601 CHECKED BY: WSF SHEET TITLE: 3665 EGI Vdn. Stewart Fetlertey STATE OF WASHMGTO RED DOT CORPORATION PLANT II RELOCATION 745 ANDOVER PARK EAST TUKWILA, WASHINGTON CAD DWG FILE: DRAWN BY: 777A -601 LMV DOOR AND HARDWARE SPECIFICATIONS DOORS SHALL BE SOLID CORE WOOD W/ PAINT GRADE BIRCH VENEER FACE. WARRANT AGAINST WARPAGE FOR 10 YRS. MIN. DOOR HARDWARE SHOP DRAWING SCHEDULES SHALL BE PREPARED BY OR UNDER THE SUPERVISION OF A QUALIFIED ARCH. HARDWARE CONSULTANT. CYLINDER KEYING SHALL BE VERIFIED BY THE HARDWARE CONTRACTOR TO BE COMPATIBLE WITH THE OWNER'S KEYING SYSTEM. NEW HARDWARE SUPPLIED SHALL BE MOUNTED TO BE COMPLIANT W/ A.D.A. REQUIREMENTS. HARDWARE FINISHES TO BE ANSI /BHMA 626 OR BRUSHED SATIN STAINLESS STL. PROVIDE BHMA GRADE 1 DOOR HARDWARE WHERE NEW HARDWARE IS SCHEDULED. HINGES: HAGER. PROVIDE ANTIFRICTION- BEARING HINGES AT DOORS WITH CLOSERS. PROVIDE STANDARD WEIGHT HINGES AT OTHER DOORS. LOCKS AND LATCHES: SARGENT, YALE, OR SCHLAGE. LEVER TO RETURN TO W/I 1/2" OF DOOR FACE. BACKSET: 2 3/4" AUTOMATIC EXTENSION FLUSH BOLT: GLYNN JOHNSON, HAGER, OR SARGENT. DESIGNED FOR MORTISING INTO DOOR EDGE. STRIKES: PROVIDE MFR'S. STANDARD STRIKE W/ STRIKE BOX FOR EACH LATCH OR LOCK BOLT. PROVIDE DUSTPROOF STRIKES FOR FLUSH BOLTS. TRIM: BALDWIN, HAGER, HIAWATHA, IVES, ROCKWOOD, OR STANLEY. FLAT PUSH PLATES: .050 THICK, 8" WIDE x 16" HIGH W/ SQUARE CORNERS, BEVEL EDGES AND EXPOSED FASTENERS. PULL-PLATE: .050 THICK, 8" WIDE x 16" HIGH W/ 3/4" CONSTANT DIAMETER PULL W/ MIN. 1 1/2" CLEARANCE FROM DOOR FACE. PROTECTION PLATES: SIZE 1 1/2" LESS THAN DOOR WIDTH. STOPS AND HOLDERS: GLYNN JOHNSON, FIAGER, IVES, SARGENT, OR YALE. WALL STOPS: PROVIDE W/ CONCAVE RUBBER PADS. KICK DOWN DOOR HOLDERS: 4" LONG ARM THAT SWINGS UP AND REMAINS IN VERTICAL POSITION WHEN NOT IN USE, W/ REPLACEABLE RUBBER TIP. 1 433.17. 1 993ORISIV,I6F CLOSERS: LCN, NORTON, SARGENT, YALE. SURFACE MOUNTED CLOSERS W/ � COVERS, RACK AND PINION HYDRAULIC TYPE W/ ADJUSTABLE SWEEP. FACTORY ! B \ PRESET BACKCHECK AND OPTIONS AS INDICATED IN HARDWARE SETS. FINISH FLOOR I DOOR TYPES `) FLUSH DOOR FRAMES -I 3' -0" i • 3' -6° STUD LINE 4 ® FLUSH WI 10 ° x10' VIEWPORT / in TYP. LOCATION UNLESS OTHERWISE NOTED A 7' -0 ", 5' -0" DOOR (WD. OR HM) TYP. DOOR LOCATION PLAN- DETAIL SCALE: 3/4 " =1' -0" PROVIDE DOUBLE 2x6'S ON EDGE 8 HEAD. WOOD STUDS SEE PLAN & DETAILS FOR WIDTH WOOD TRIM TO MATCH EXSST WOOD SHIMS. H.M. DOOR DOOR JAMB /HEAD DETAIL n SCALE: 3 " =1' -0" A -601 Dao oo -a5 a DOOR HARDWARE HAR 1 1/2 PR. HINGES, 4 1/2" 1 CLOSER 1 KICK PLATE A 1 WALL STOP 1 B \ HARDWARE GROUP 2 1 CYLINDER LOCKSET W/ "OFFICE" FUNCTION & LEVER 1 CYLINDER REUSE SALVAGED HINGES 1 CLOSER W/ HOLD- OPEN /STOP 1 KICKPLATE HARDWARE GROUP 3 1 CYLINDER LOCKSET W% "OFFICE" FUNCTION AND LEVER 1 CYLINDER 1 1/2 PR. HINGES, 4 1/2" x 4 1/2" 1 WALL STOP 1 ARMOUR PL. ® 123A, 123B, & 1248 HARDWARE GROUP 4 1 CYLINDER LATCHSET W/ "PASSAGE" LEVER. 3 PR. HINGES, 4 1/2" x 4 1/2" 2 CLOSERS 1 AUTO FLUSH BOLT 1 COORDINATOR 2 ARMOUR PLATES 2 KICK DOWN HOLD -OPENS 2 WALL STOPS HARDWARE GROUP 5 1 CYLINDER LOCKSET W/ "OFFICE" FUNCTION AND LEVER. 3 PR. HINGES, 4 1/2" x 4 1/2" 1 CLOSER ON INACTIVE LEAF 1 AUTO FLUSH BOLT 2 ARMOUR PLATES 2 KICK DOWN HOLD -OPENS 2 WALL STOPS HARDWARE GROUP 6 1 CYLINDER LOCKSET W/ "OFFICE" FUNCTION AND LEVER. 3 PR. HINGES, 4 1/2" x 4 1/2" 2 CLOSERS 1 MANUAL FLUSH BOLT ON INACTIVE LEAF 2 KICK DOWN HOLD -OPENS 2 WALL STOPS HARDWARE GROUP 7 1 LATCHSET 1 1/2 PR. HINGES, 4 1/2 x 4 1/2" 1 WALL STOP 2" FUNCTION AND THE AUSTIN ® COMPANY CONSULTANTS• DESIGNERS• ENGINEERS• CONSTRUCTORS NORTHWEST REGION 18000 INTERNATIONAL BLVD., SUITE 300 SEATTLE, WA. 98188 -4204 206 -674 -8300 www.theaus0n.com i INDEX OF DRAWINGS GENERAL FIRE PROTECTION STRUCTURAL SHEET NUMBER FILE NAM E SHEET EET TITLE REV EV DATE _J SH EET 1 it NUMBER Fl LE NAM E SHEE EET TITLE REV DATE a SHEET re NUMBER Fl LE NAM E SHE TITLE . . ... , ....•- REV DATE _ . G-0 _ 777G10 _ _TITLE SHEET & DRAWING INDEX _____ 7/18/00 * - - * S-101 7775-101 PARTIAL ENLARGED FIRST FLOOR SLAB PLAN 7/18/00 7/18/00 _ * 5-500 777S-500 SECTIONS & DETAILS * S-600 777S-600 • GENERAL STRUCTURAL NOTES A 7/j/00 ittlf 1 YUMA j._ ---1--M.,.. •-ti't3tifric— ARCHITECTURAL MECHANICAL ELECTRICAL i t , SHEET NUMBER NAM F I LE E SHEET TITLE REV DATE _J S H EET NUMBER NUMBER Fl LE NAME SHEET TITLE REV DATE ii i-d -j ER NUMBER Fl LE NAM SHEET TITLE REV DATE * A * AD-101 777A-100 777AD101 FIRST FLOOR PLAN PARTIAL FIRST FLOOR ENLARGED DEMOLITION PLAN 7/18/00 2/18/00 7/18/00 711_00 * E-101 777E-101 PARTIAL ENLARGED FIRST FLOOR ELECTRICAL LIGHTING PLAN <1.< 7/18/00 7/18/00 777E-102 PARTIAL ENLARGED FIRST FLOOR ELECTRICAL LIGHTING PLAN * E-102 * A-101 * AD-102 ,______, 777A-101 ,777AD1 _ 777A-102 F"ARTIAL FIRST FLOOR ENLARGED JLAN FLOORENLARGED DEMOLITION PLAN < = --- ------- ----------- * A-102 FIRST FLOOR PLAN A 7/18/00 * A-111 A-112 ____ * A-300 * A-600 a A 777A-111 777A-112 777A-300 777A-600 777A PARTIAL FIRST FLOOR REFLECTED CEILING PLAN PARTIAL FIRST FLOOR REFLECTED CEILING PLAN WALL St CEILING SECTIONS ec DETAILS ROOM FINISH SCHEDULE I - 7/18/00 7/18/00 7/18/00 7/113/00 7/18/00 r".\ D FILE COPY I understand that N , P'on subject to errors and ,its,ions plans does not author:, Ile adopted code or ordinance tractor's copy of approved By '------ ',Meek arid viola Re lans a F. are approval of en of any pi of con- Imowiedged DOOR SCHEDULE & DETAILS Date " Permit No. 12. 252 BUILDING DATA OCCUPANCY - F2 TYPE OF CONSTUCTION - IIIN BUILDING AREA - 102,640 SQ.FT. FIRE PROTECTION - COMPLETE FIRE SPRINKLER SYSTEM 1 2 o' RED DOT CORPORATION TENANT IMPROVMENTS 745 ANDOVER PARK EAST filf 1111111 -H-H111 1111111 FH-H-11 745 ANDOVER PARK EAST 3 I 4 5 LEGAL DESCRIPTION THAT PORTION OF THE N.E. 1/4 OF THE S.E. 1/4 OF SECTION 26, TOWNSHIP 23N, RANGE 4E.W.M. IN KING COUNTY, WASHINGTON. DESCRIBED AS FOLLOWS: LOT 6-S, ANDOVER INDUSTRIAL PARK #5 AS RECORDED IN VOLUMN 83 OF PLATS, PAGES 22, 23, RECORDS OF KING COUNTY', WASHINGTON. CONTAINING 207,979 SQ.FT. MORE OR LESS. A CONSULTANTS: C OWNER: THE AUSTIN COMPANY CONSULTANTS• DESIGNERS • ENGINEERS• CONSTRUCTORS NORTHWEST REGION 18000 INTERNATIONAL BLVD., SUITE 300 SEATTLE, WA. 98188-4204 206-674-8300 www.theaustin.com RED DOT CORPORATION PLANT II RELOCATION WEVIZSSILICIIMINC AS PIP OF T LDING D NG KW! VISI JUL 2 " EMT CENTER A 7 18 00 I2 ISSUED FOR T.I. PERMIT MARK DATE IDEN DESCRIPTION Copyright THE AUSTIN COMPANY 2000 ISSUE: PROJECT NO: 00 CAD DWG FILE: 777G-O.DWG DRAWN BY: CAD D CHECKED BY: WSF SHEET TITLE: TITLE SHEET & DRAWING INDEX SHEET NUMBER: 745 ANDOVER PARK EAST TUKWILA, WASHINGTON DZ000-252. - 22' -0" 4 48' - -0" 4 48' - -0" 4 48' 0 0" 4 48' - -0" 4 48' 0 0" 4 48'1-0" 4 48' - -0" 2 22' -0" \ ,..---- - EIEC vAms ¢ PWR ( ( >( )( y ` IV E I t . E � ~ ~ 1 ; Il ' 1 � �_- } } EIEG PN1F15 ' ' flEC. PINEIS - OFFICE - t- \ — I - - -- I --- ; '- 0 0 IS A` E EA 0 .,URANCE , 1 . 0 G�OI e o o G G OtC QAQ C CiC. e � , 1 V 0 I IMM • • 0 e i NED D e r: � �I 1 � ,217 'I D , ° MN 0 0 0 0 0 { - - - -- ,817 1 ; .0 - ,217 ; „0- Mee nun: ,217 4 I ,0-1> 1 I A 1 0 DaooD- 4 NOT USED NOT USED NOT USED O • NOT USED 8. LEGEND 5 NOTES NOT USED • PAINT WALLS AND WALL OPEN'G FRAMES TO MATCH ADJACENT MANUFACTURING AREA. SEE ROOM FINISH SCHEDULE FOR FINISHES IN REMAINDER OF BLDG 7. PATCH REMAINING SURFACES WHERE PARTITIONS, WALLS, DOORS AND OTHER ITEMS REMOVED - TYPICAL. 8' 4' 0 REVISE THE EXISTING WET SPRINKLER SYSTEM (PER NFPA 13) TO SUIT THE NEW PARTITION LOCATIONS BY ADDING AND /OR REMOVING EXISTING SPRINKLER HEADS AS NECESSARY. THE EXISTING LEVEL OF COVERAGE AND HEAD TEMPERATURE RATING SHALL BE MAINTAINED. EXISTING SPRINKLER HEADS SHALL NOT BE RE- INSTALLED. NEW PARTITION. SEE X /X -XX FOR WALL TYPES. NEW DOOR OR SALVAGED DOOR. • EXISTING DOOR TO REMAIN. o� FIRE EXTINGUISHER 0 0 0 0 ' /yam //� o0 %%///NI % -100 irA iA A �� 0 8' 16' 24' 32' 40' 5 CONSULTANTS•DESIGNERS •ENGINEERS•CONSTRUCTORS CONSULTANTS: OWNER A MARK ISSUE NORTHWEST REGION 18000 INTERNATIONAL BLVD SUITE 300 SEATTLE, WA. 98188 -4204 206- 874-8300 wwwtheaustlncom J8Y 18, 20W DATE PROJECT NU CAD DWG FILE CHECKED BY: WSF SHEET TITLE SHEET NUMBER THE AUSTIN ® COMPANY RED DOT CORPORATION PLANT II RELOCATION 745 ANDOVER PARK EAST TUKWILA, WASHINGTON LMV IDEN DRAWN BY: CADD 00 -5777D 777A -100 DESCRIPTION FIRST FLOOR PLAN A-100 ISSUED FOR T.I. PERMIT 0:911V1 THE =TIN COMPANY 2000 57,,,,7a 101. d.• 0 41.649 P" Ppd. 1 CUT WALL FOR 8' -0 "w. x 9' -6 "h. FINISHED OPENING. MATCHLINE SEE AD -102 r- < X X w /I` AIR CON D. EQUIPMENT I I 1 ��� 1 Iv W C- L.� LL U Ul 9 F T - 7\ 1 D w U U- O D _I I w " D 0 II 0 O Z >1000 ONIGVO1 n. X1000 ONIGVO1 IL 7 t 7 6 I / j L - - - -d E. "91 COMPUTER ROOM COMPUTER 22' -O" ROOM a o2- re#w"-e'l " 4 4 D.000 NOTES REMOVE RAISED ACCESS FLOORING STRINGERS AND PEDESTALS. I] REMOVE VCT. TEST TO VERIFY ASBESTOS FREE BEFORE REMOVAL NOT USED ® REMOVE PORTION OF WALL FOR FOR NEW DOOR OR WINDOW OPENING. REF. PLAN OR DOOR SCHEDULE FOR SIZES & LOCATION REMOVE STEPS, DOORS, LANDING & FRAMES TO ROOMS WHERE RAISED ACCESS FLOORING SUPPORT TO BE REMOVED. REMOVE RAMP. REMOVE STRUCTURE BACK TO SUPPORTING JOIST THIS LOCATION. LEGEND = PARTITION TO BE REMOVED. F = FULL HEIGHT D = DEMOUNTABLE OR CEILING HEIGHT. DOOR & FRAME TO BE REMOVED. SEE NOTES FOR DOORS TO BE SALVAGED. / 4' 2' 0 5 REMOVE CLG., GRID & SUPPORTING OVERHEAD STRUCTURE & CATWALK THIS LOCATION 4' 8' 12' 16' 20' CONSULTANTS • DESIGNERS • ENGINEERS• CONSTRUCTORS CONSULTANTS: C 1 OWNER: A MARK RED DOT CORPORATION PLANT II RELOCATION 1/18/2000 DATE SHEET TITLE: NORTHWEST REGION 18000 INTERNATIONAL SEATTLE, WA. 98188-4204 E 300 206 - 674 -8300 www.theaustin.com THE AUSTIN A COMPANY 745 ANDOVER PARK EAST TUKWILA, WASHINGTON SHEET NUMBER: LMV IDEN DESCRIPTION ISSUE: Fl PROJECT NO: 00 -5777D CAD DWG FILE: 777AD 101 DRAWN BY: CADD CHECKED BY: WSF ISSUED FOR T.I. PERMIT Copyright THE AUSTIN COMPANY 2000 PARTIAL FIRST FLOOR DEMOLITION PLAN AD -101 o MATCHLINE SEE A -102 >< X X 5 U AIR COND. n OFFICE I 119 48 PACKAGING & SUPPORT DOCK AREA 7-10 48' -0" 3/4" t 15' -2" TEST BOOTH I 121 ORIGINAL TEST • CHAMBER SIZE • SHOWN DASHED LINE. 19' -2" FE FE A 1 I I i— J I `11 I I CONTROL RM. f1 I 0 SIM. TROL RM. #2 I 124 SIM. 12' -0" SI 22' -0" X' Xv X X EQUIP. RM. r 122 I 10' -2" Da000 ; 5 � 5 NOTES p NOT USED NOT USED NOT USED ® NOT USED LEGEND RELOCATE CHAIN LINK FENCE AND PROVIDE NEW 4' -0" SLIDING GATE. INSTALL INSULATED SLAB UNDER LARGE ENVIRONM'TAL TEST CHAMBER. REF. STRUCT. DWGS. RELOCATE TEST CHAMBERS AND ASSOCIATED EQUIP. FROM KENT FACILITY. REMODEL EXIST'G LARGE TEST CHAMBER TO SIZE SHOWN. (ORIG. CHAMBER IS 15' -2" x 38' -2" OUT TO OUT). 8' h. CHAIN LINK FENCE AND 6'w. x 8'h. CHAIN LINK GATE WI PRIVACY SLATS. RELOCATE DOOR AND FRAME TO SLAB LEVEL AFTER REMOVAL OF RAISED FLOORING STRUCTURE. INFILL REMAINDER OF OPENING W/ WALL CONSTRUCTION TO MATCH EXISTING. 10. PATCH REMAINING SURFACES WHERE PARTITIONS, WALLS, DOORS AND OTHER ITEMS REMOVED - TYPICAL. CONSTRUCT NEW BEARING PARTITION (2x6'S ® 16" O.C.) W/ OVERHEAD STRUCTURE AND SUSP. ACOUSTICAL CEILING TO MATCH ADJACENT CONSTRUCTION. WOOD FRAME WINDOW, 24 "x36 ", BOTT. © 42" A.F.F., W/ 1/4" GLASS. CASE NEW OPENING TO MATCH ADJACENT DOOR OPENINGS. EXTEND GYP. BD. TO T.O. WALL WHERE GYP. BD. CLG. REMOVED. NOT USED. 36 "x80" DOOR AND 23 "x63" WINDOW BY TEST BOOTH METAL PANEL SUPPLIER. PROVIDE CASED OPENINGS IN GYP. BD. WALL TO COORDINATE W/ MTL. PANEL OPENINGS. NEW PARTITION. SEE A-300 FOR WALL TYPES. h NEW DOOR OR SALVAGED DOOR. SEE NOTES FOR DOORS TO BE ® SALVAGED ON DOOR SCHEDULE. AREA OF FLOOR INFILL. 0P PIPE BOLLARD. QFE FIRE EXTINGUISHER. HAZARD CLASSIFICATION 'A' 4' 2' 0 A 4' 8' 12' 16' 20' ■ ■ C THE AUSTIN ® COMPANY CONSULTANTS• DESIGNERS • ENGINEERS• CONSTRUCTORS NORTHWEST" REGION 18000 INTERNATIONAL BLVD., SUITE 300 SEATTLE, WA. 98188 -4204 206 - 674 -8300 www.theaustin.wm CONSULTANTS: A JIAY 18, 21180 LMV ISSUED FOR T.I. PERMIT MARK DATE IDEN DESCRIPTION CopEnght THE AUSTIN COMPANY 2000 ISSUE: PROJECT NO: CAD DWG FILE: DRAWN BY: CHECKED BY: SHEET TITLE: SHEET NUMBER: A 00 -5777D 777A -101 CADD WSF PARTIAL ENLARGED FIRST FLOOR PLAN A -101 lV 1110313 COMPUTER OFFICE OFFICE COMPUTER ROOM MATCHLINE SEE AD -101 1 • OFFICE D � N! 0 COMPUTER ROOM LAB D f 1j TELEPHON % II t -o" O O F 1r MB r F COMPUTER ROOM D LAB 0 0" II �� OFFICE _ J 1 22' -0" (ai DO 00 - asp TER RCHITEC NOTES REMOVE RAISED ACCESS FLOORING STRINGERS AND PEDESTALS. REMOVE VCT. TEST TO VERIFY ASBESTOS FREE REMOVE WINDOW. REMOVE PORTION OF WALL FOR NEW DOOR OPENING. SEE PLAN OR DOOR SCHEDULE FOR SIZES & LOCATION. REMOVE CABINET & MARKER BOARDS. REMOVE DOOR, 12 ". HIGH WOOD SILL, & FRAME. REMOVE STEPS, DOORS, LANDINGS & FRAMES TO ROOMS WHERE RAISED ACESS FLOORING SUPPORT TO BE REMOVED. ® REMOVE THRU —WALL A/C UNIT. REMOVE ELECTRIC WATER COOLER. REMOVE FULL HEIGHT CORK PANELS. REMOVE EXISTING CABINET, COUNTER, & SINK. SALVAGE SINK FOR REUSE. C LEGEND = = == PARTITION TO BE REMOVED. F = FULL HEIGHT D = DEMOUNTABLE OR CEILING HEIGHT. DOOR AND FRAME TO BE REMOVED. SEE DOOR SCHEDULE FOR DOORS TO BE REUSED. 4' 2' 0 4' 8' 12' 16' 0 A MARK OWNER: THE AUSTIN COMPANY CONSULTANTS • DESIGNERS • ENGINEERS• CONSTRUCTORS NORTHWEST REGION 18000 INTERNATIONAL BLVD., SUITE 300 SEATTLE, WA. 981884204 208 -874 -8300 www.theaustin.com CONSULTANTS: 7/18/00 DATE SHEET NUMBER: TGT DEN RED DOT CORPORATION PLANT II RELOCATION 745 ANDOVER PARK EAST TUKWILA, WASHINGTON Copyright THE AUSTIN COMPANY 2000 ISSUE: /1 PROJECT NO: 00 -5777D CAD DWG FILE: 777AD102 DRAWN BY: CADD CHECKED BY: WSF SHEET TITLE: AD-102 ISSUED FOR T.I. PERMIT DESCRIPTION PARTIAL FIRST FLOOR DEMOLITION PLAN ,:ySL;a,•vnn_,ne a.,. m,b,,p ovls2S ., n�a 8'M 8'M M MATCH LINE SEE AD -102 I.. 0 FE i LTE EL PH NE 1 112 I 0 4 8' -0" 0 2M) Fl1 PACKAGING & SUPPORT CORRIDOR #1 I 113 I '4sa 4847 (ITig) MEN'S' TOILETS RM. 1 106 WOMEN'S TOILET R I 104 I CORRIDOR # 115 48' -0" CONTROL RM I 124 11' -8" 1228 ALORIM ER RM 12 Fa 1 130 1 ALORIMETE EQUIP. RM. I 127 1 CALORIMETER EQUIP. RM, 129 1 SIM. - NO STRUCT. CAP. EQUIP. RM. 1 128 I TECH. CENTER SUPPORT 1 122 I TFST RM. #1 TEST RM. 12 I 131 I TEST M. 113 1 132 I 22' -0" HALL 1 133 I 1 135 I 4 T Da 5 NOTES 1. PATCH REMAINING SURFACES WHERE PARTITIONS, WALLS, DOORS AND OTHER ITEMS REMOVED - TYPICAL. NEW WALL CONSTRUCTION TO MATCH EXISTING. REPAIR DAMAGED EXISTING RAISED ACCESS FLOORING STRINGER AND PEDESTALS & INSTALL NEW FLOOR TILES. NEW BASIN RELOCATE DOOR AND FRAME TO SLAB LEVEL AFTER REMOVAL OF RAISED FLOORING STRUCTURE. CASE REMAINING OPENING AFTER REMOVAL OF DOOR, FRAME & 12" HIGH SILL. PROVIDE NEW CABINET. RELOCATE TEST CHAMBERS AND ASSOCIATED EQUIP. FROM KENT FACILITY. SYSTEMS FURNITURE TO BE MOVED FROM KENT FACILITY & REASSEMBLE AS SHOWN. INSTALL EXPANDABLE FOAM SEALANT OWNER: TAPE AND SEALANT CO JOINT. LEGEND NEW PARTITION. X SEE X /X -XX FOR WALL TYPES. NEW DOOR OR SALVAGED DOOR. SEE NOTES FOR DOORS TO BE ® SALVAGED. 0 FIRE EXTINGUISHER HAZARD CLASSIFICATION 'A' a5 4' 2' 0 AREA OF FLOOR INFILL. D A 4' 8' 12' 16' 20' THE AUSTIN COMPANY CONSULTANTS•DESIGNERS • ENGINEERS• CONSTRUCTORS NORTHWEST REGION 18000 INTERNATIONAL BLVD., SUITE 300 SEATTLE, WA. 98188 -4204 206- 674 -8300 www.theaus6n.com CONSULTANTS: 151 1 U L C vFRM1T GEgto, RED DOT CORPORATION PLANT II RELOCATION 745 ANDOVER PARK EAST TUKWILA, WASHINGTON ISSUE: !� PROJECT NO: 00 -5777D CAD DWG FILE: 777A -102 DRAWN BY: CADD CHECKED BY: WSF SHEET TITLE: PARTIAL ENLARGED FIRST FLOOR PLAN SHEET NUMBER: A -102 48 O O Q LD" 48' If 22' REMOVE SUSPENDED CEILING GRID, PANELS & HANGARS W/ CATWALK STRUCTURE ABOVE ® REMOVE EXISTING SUSPENDED CEILING GRID SYSTEM AND REPLACE WITH NEW CEILING GRID AND CEILING PANELS I s PROVIDE NEW CEILING GRID AND SALVAGED PANELS TO MATCH ADJACENT CEILING TH E�U S I ® COMPANY CONSULTANTS • DESIGNERS • ENGINEERS • CONSTRUCTORS NORTHWEST REGION 18000 INTERNATIONAL BLVD., SUITE 300 SEATTLE, 0 spa - 8300 04 www.theaustin.com D y r " EXISTING CATWALK ABOVE. 0 5. REPLACE DAMAGED CEILING PANELS IN EXISTING GRID TO REMAIN W/ PANELS SALVAGED FROM OTHER PORTIONS OF JOB. CONSULTANTS: - t r ■■ ■, 1 �u iT — 0 r III Wit 'O®"' .. L C 0 0 I CI OWNER: C RED DOT CORPORATION PLANT II RELOCATION 745 ANDOVER PARK EAST TUKWILA, WASHINGTON I, B 1 1 ( 4 5 _ 0 I SHOP IIII „0,,,,)„„,t, '■■■■■■ ■■■■■I'■■ ■■■■■■■■I'■■■■'I■1■■I� 1 pots J CENTER I I „,„ IIIlII TEST BOOTH II 1111 II III O O O O © O O A 7/18/2000 ISSUED FOR T.I. PERMIT MARK DATE IDEN DESCRIPTION 111111 IIIII II II 10 11 cpyight THE AUSTIN COMPANY 2000 ",M„ C� PROJECT NO: 00 5777D DWG FILE: 777A 111 � MATCH LINE , I loll Iliiiiiiimil D CAD HE --■� O ■■■n B CCKED Y: WSD STITq • A FIRST FLOOR REFLECTED CEILING PLAN J OUIIII Iiiiiiii I i i iiifflu i ® Ir® m ® ® I IIIIIII'IOI'! fl h1II I' IUIINII .. �I i RCHIT ' 4' 2' 0 4 8' 12' 16 20' SHEET NUMBER: A -111 e ii ■ ' 'e' er e Y F Te' STATE O ASHING 1 2 3 4 5 \ / /In —Ilt Ona 07/2//00 01.3244 PM II 1 MATCHLINE SEE A-111 I 2 3 F 4 I 5 11 C O ANY •t)ESIGNERS•ENGINEERS •CONSTRUCTORS NORTHWEST REGION SUITE 18000 INTERONAL 8188-4 TE 300 8 -0204 5 �� NATI 6- 674-8300 2 www.theaustin.com I/ I \I I II � CONSULTANTS PROVIDE NEW CEILING GRID AND SALVAGED PANELS TO MATCH ADJACENT CEILING. I ! ; 1 11 111 ■1 I - - -MI ------- D -- - - -- --- - - REMO AND REPLACE CEILING GRID AND INSTALL SALVAGED PANELS WHERE FULL HEIGHT WALLS ARE REMOVED PROVIDE NEW CEILING PANELS IN EXISTING GRID. 0 C I' 1111 11 1111111111 111 111I1111111I1�1 � 1111111 1 11 CONSULTANTS: ilifh II I i I I I1i.uIii I I L IN � iiiIIOhIIIIIIIIiiIIIIII.IiIr' _ .- mu= ____ -- )J _ . E 11 1 X 11111111 OWNER 1111 1 Ui11111111l1111 I IlITIIiiTIiiI II CORPORATION PLANT II RELOCATION 745 ANDOVER PARK EAST TUKWILA, WASHINGTON IIII 1111.1 1 NI iiil u o 1 1 BRIIi111 1 ' I ,. 6 a CC R R II � 1111 I � fl _ L TELEPHONE ICTRICAL B J- ( - - -- - - - - _ - J 11 ' „i ■,,,II, i i„ '' It • , i� 61111111111 .ki■■in.iii i i M. I1.IIIIl.II11MI MEN IIIII fhII - L!!Il•II -- II a a 1110111 PE FEZUKV' ®1 10. �� 11. 1111111111 I ■ 111 111/11111 1 C a � lo. � Z ' 1111 111111 II P� lj --- - 1 _ _!IL� — Iii i u_____ _11111 ■iiS1.1111 ii j 2 , = 0 0 A 1/18/2000 ISSUED FOR T.I. PERMIT MARK DATE DEN DESCRIPTION Copyright THE AUSTIN COMPANY 2000 ■ III I ISSUE: . I I HMI _I III i,,,,,,,, � L ! tui .I „�,,, PROJECT NO: 00 -5777D U° ILiii. CAD DING FILE: 777A -112 DRAWN ii■ 0 l_ II r-� = ED BY: WSF _... - -- � 'J SHEET TITLE: ............. _ _ _........ __.......... 48' _...... ......_ _r®_ _..._.. .._ _ . 0" _....._._ ._... 13 i Sl vim A 44 48 -0" PARTIAL ENLARGED FIRST FLOOR REFLECTED CEILING PLAN -�� I ® 0 22 - 0" aees REGI � "CHITEC 4 2' 0 4' 8' 12' 16' 20' SHEET NUMBER: A -112 0 .�, O 3TAYE Of W UIN - t 1 2 3 I 4 I �_ 5 07/2//00 a X5:54 0". ii.aow C B 1 SCALE: 1/2' =1' -0' p_ 5/8' GYP. BD. BOTH SIDES UNLESS NOTED OTHERWISE. RESILIENT BASE EA. SIDE UNLESS NOTED OTHERWISE. DETAIL SCALE 1 1/2' =1'—O' HIGH POINT OF EXISTING ROOF ABOVE 0 31'-4' +/- A.F.F.. EXISTING WOOD JOISTS. (2x _JOISTS 0 RM 118 & 123 10 MATCH DMTG ADJACENT STRUCTURE) 2x8 CONT. WOOD BLOCKING. TOE —NAIL JOISTS W/ 2 — 10d NAILS EA. SIDE. 2 — 2x6 PLATES. NAL BOTTOM PLATE TO STUDS W/ 16d NAILS. NAIL TOP PLATE TO BOTTOM PLATE W/ 10d NAILS 0 16. O.C. STAGGERED. 1 LAYER 5/8' GYP. BD. EA. SIDE. 3' THICK SOUND ATTENUATION BLANKET 2x6 WOOD STUDS • 16' O.C. 2x6 CONT. TREATED SOLE PLATE. FLOOR SLAB NOTE 0 WALL ABUTTING TEST CHAMBER, GYP. BD. ONE SIDE ONLY AND NO SOUND INSULATION REQ PROVIDE 1' AIR GAP BETWEEN STUDS WALL TYPE "A" � AND FACE OF METAL PANELS. W. STUDS 0 16' O.C. 3' THICK SOUND ATTENUATION BLANKET. 2x TREATED WD. SOLE PL ANCHOR 10 FLII. 0 4' -0' O.C. MAX. WALL TYPE "B" SCALE: 1/2' =1' -0' — DETAIL SCALE: 1 1/2' =1' -0' A-300 HIGH POINT OF EXISTING ROOF ABOVE 0 31`-4' +/- A,F.F CROSS BRACING. SUSPENDED ACOUSTICAL CID. 0 HEIGHT TO MATCH EXISTING. 1 LAYER 5/8' GYP. BD. BOTH SIDES 2x4 WOOD STUDS 016' O.C. 3' THICK SOUND A1ISNI ATKON BLANKET FLOOR SLAB CROSS BRACING —EMT w/ 1 1/2' FLATTENED ENDS. FASTEN TO TOP OF WALL 0 8' -O O.C. . ALTERNATE DIRECTIONS. FASTEN UPPER END TO STRUCTURE ABOVE. NOTCH CDUNG PANELS AS REQUIRED FOR WSEAu.ATION OF BRACING. 1/2; j -8' 6'-0" MAX. SCALE: NONE ROOF STRUCTURE STABILIZER BAR BETWEEN ALL MEMBERS 0 PERLEIER ADDITIONAL HANGERS 0 ALL MEMBERS WIT/ IN 8' OF FERN LATERAL BRACING 0 12'-0' O.C. EA. WAY — FROM MAIN RUNNER TO STRUCTURE BEGIN BRACNG W/I 6' -0' OF PERIMETER AND 2' FROM CROSS &OMER. I RUICETC 0 4 O.C., SUPPORT r/ 112 WIRE 0 4' -0 O.C. OR w/ 110 WRE0V— O'O.C. EA. WAY. SUSPENDED CEILING BRACING SECTION (AT INSTALLATION OF NEW CAM GRDS ONLY) VERTICAL STRUT 0 12' -0' O.C. EA. WAY. COUNTERSLOPE HANGERS IF MORE THAN 1:6 OUT OF PLUMB SECURE ALL HATS TO BLDG. STRUCTURE. TRAlEE DUCT WORK AND OTHER LARGE OBSTRUCTIONS. CROSS RUNNERS FTF BETWEEN MAIN RUNNERS IJOIL ALL CONNECTION DEVICES TO BE OF AN APPROVED TYPE AND HAVE 100X CAPABILITY. DD_000 d‘. D C B CONSULTANTS. DESIGNERS • ENGINEERS •CONSTRUCTORS CONSULTANTS: A MARK NORTHWEST REGION 18000 INTERNATIONAL BLVD., SUITE 300 SEATTLE, WA. 98188 -4204 206 - 674-8300 www.iheaus6n.wm RED DOT CORPORATION PLANT II RELOCATION 745 ANDOVER PARK EAST TUKWILA, WASHINGTON 7/18/2908 DATE THE AUSTIN COMPANY IDEN CAD DWG FILE: 777A - 300 PE p1 .,9, 1 000 3Ul l0 tea �A P ,µ ISSUED FOR T.I. PERMIT DESCRIPTION Copyighl THE AUSTIN COMPANY 2000 ISSUE: PROJECT NO: 00 - 5777D A \01 \. \ /7P -SOD . e•p. 01/22/00 0.1,0,1 NN, bd., 1:24.0404 1 2 5 86 I - ' H ITECT STATE OF 'NA NGTON DRAWN BY: LW CHECKED BY: WSF SHEET TITLE: WALL AND CEILING SECTIONS AND DETAILS SHEET NUMBER: A -300 ROM/ FI \IS— SC - -DJL NO ROOM NAME FLOOR BASE NORTH WALL EAST WALL SOUTH WALL WEST WALL CEILING REMARKS NO REPAINT ALL DOORS WITH P2 PAINT. PROVIDE SHOP DRAWINGS FOR ARCHITECT'S APPROVAL 3. ALL PIPING AND CONDUIT NEXT TO ADJACENT SURFACES SUBSTRATE FINISH MATL SUBSTRATE FINISH SUBSTRATE FINISH SUBSTRATE FINISH SUBSTRATE FINISH MATL AN HEIGHT 101 ENTRY CE F4 B1 ADJACENT WALL FINISH. I P1 7. P1 CF1 AT THE ENTRY TO BE STRIPPED AND REFINISHED WALL TILE 101 102 ENTRY STAIR CE F1 B1 (A) AMERICAN OLEAN D -12 ALMOND MATT GLAZE-4"x4" P1 (B) AMERICAN OLEAN Y -70 BLUE -GLOSS GLAZE -4 "x4" FLOOR'G TYPES Fl CFI PATCRAFT /INTELLIGENCE /COLOR= C.I.A. ARMSTRONG STANDARD EXCELON 51811 ANTIQUE WHITE F2 102 I 103 OPEN OFFICE CE Fl B1 P1 (A) AMERICAN OLEAN A07- LINEN -1 "x1" P1 P1 (B) AMERICAN GLEAN A93 -SAXON BLUE 1 "x1" P1 CF1 ACCENT TILE ff2 (C) AMERICAN OLEAN A42- CINNABAR -1 "x1" 103 104 OFFICE CE F1 B1 6 "x6" P1 P1 ACCESS FLOORING P1 PROVIDE NEW HPL FLOOR PANELS P1 CF1 TO BE INSTALLED IN EXIST. GRID 104 105 WOMEN'S TOILET ROOM CE F3 B2 ROPPE P187 BLUE P2 P2 P2 P2 CF2(E) P1 CEILING FINISH 111LE WAINSCOT (CT1) UP TO 4' ABOVE FLR - ALL 4 WALLS 105 106 MEN'S TOILET ROOM CE F3 02 REPAINT CEILING GRID TO MATCH P2 P2 P2 ■ P2 CF2(E) P1 TILE WAINSCOT (CD) UP TO 4' ABOVE FLR - ALL 4 WALLS 106 107 STAIR ;1 CE F1 B1 PL1 P1 1111211111111111RanalMINEINI PIONITE A0101 CHID FIBER -SUEDE COUNTERTOP CF1 PLASTIC LAMINATE PIONITE SW812 TAWNY WHITE. SUEDE VERTICAL SURFACES REPLACE BROKEN AND STAINED CLG. TILE ONLY 107 108 109 COFFEE BAR CONFERENCE ROOM ,1 STORAGE CE CE F2 Fl B1 B1 P2 11/1111MINIE1.1.11111M111 P1 _11Thill CF2 E CF1 CFI P1 108 109 110 CONFERENCE ROOM ; 2 11111121110.11111111MEEMENNINIMINIMIIIIIMI C VCT E C VCT E Fl F1 B1 B1 P1 111111111111111111=111E2M P1 ON=WIROIMINEEMINIIIIIIKalli P1 -.r= CF1 CF2 E CF2 E CF2(E) P1 P1 P1 REMOVE CORK PANELS FROM NORTH WALL 111 ® 11 -+ TELEPHONE CLOSET CORRIDOR ; 1 ELECTRICAL 112 113 114 115 CORRIDOR ,2 CF2 E P1 115 116 PACKAGING AND SUPPORT CE P1 Pt P1 -� *CFI F1NLKS. e fS PROLE ,'n, 4 KRIS PROVIDE SIMPLES FOR .IL)PPRwA 116 "REPLACE BROKEN AND STNED CLG. TILE ONLY 117 DOCK AREA CE -- -- P1 P1 P1 P1 -- 117 OFFICE CE F2 B1 P1 P1 P1 P1 CFI PRO. rev CRC CO FLOW TIMM . TO PER SCHEME 118 119 OFFICE CE F2 61 P1 P1 P1 P1 CF1 119 120 NOT USED 120 121 ® IffEll TEST BOOTH CE COMPLETE ROOM & FINISHES BY MANUFACTURER 121 EQUIP. RM. CE CE CE F2 F2 B1 B1 P1 P1 P1 P1 P1 P1 P1 -0 P1 _1112M1 P1 -IESIM -- -- CFI CFI 122 HALL 122A imil 124 CONTROL ROOM 1 CONTROL ROOM 2 PRO. COMO I1E PER WEDNC 123 124 125 126 CALORIMETER ROOM #1 CALORIMETER ROOM #2 CE CE -- COMPLETE ROOM & FINISHES BY MANUFACTURER 125 ROOM & FINISHES BY MANUFACTURER 126 127 CALORIMETER EQUIP. RM. #1 CE COMPLETE ROOM & FINISHES BY MANUFACTURER 127 130 CALORIMETER E S SUPPORT 2 CENTER UPP TEST RM. #1 CE CE F5 E F5(E) B1 B1 P1 P1 P1 _ - � P1 P1 *CFI *CF1 COMPLETE RNISHES BY *REPLACE BROKEN STAINED t� TILE O LY ONLY 129 *REPLACE BROKEN AND STAINED CLG. TILE ONLY 130 131 TEST RM. #2 CE F5(E) B1 P1 P1 P1 P1 *CF1 *REPLACE BROKEN AND STAINED CLG. THE ONLY 131 132 TEST RM. #3 CE F5 E B1 P1 P1 P1 P1 *CF1 *REPLACE BROKEN AND STAINED CLG. THE ONLY 132 HALL CE F2 B1 PT MMI *CF1 *REPLACE BROKEN AND STAINED CLG. TILE ONLY 133 MEN'S TOILET ROOM CE _ NO ACTIVITY PLANNED AT THIS TIME 134 ROOM LOCKER RM. OCK RM AND CE F2 B1 P1 P1 P1 P1 *CFI *REPLACE ROKEN STAINED CLG. TILE ONLY 136 0 i \Ti R OR I \IS — S 1. PATCH CONCRETE FLOOR HOLES OVER 1/4' IN DIAMETER FINISH /MATERIAL MANUFACTURER /COLOR REMARKS SUBSTRATES C CONCRETE AND ANY OTHER LOCATIONS. E EXISTING 2. REPAINT ALL DOORS WITH P2 PAINT. PROVIDE SHOP DRAWINGS FOR ARCHITECT'S APPROVAL 3. ALL PIPING AND CONDUIT NEXT TO ADJACENT SURFACES WILL BE PAINTED THE SAME COLOR AS ADJACENT SURFACE. 4. "E" INDICATES EXISTING TO REMAIN. 5. PATCH AND REPAIR WALL SURFACES AS REQUIRED TO PROVIDE PAINT TYPES /COLORS P1 EGGSHELL PAINT PARKER PAINTS OFF -WHITE 31 -3772 P2 SEMI -GLOSS PAINT PARKER PAINTS OFF -WHITE 31 -3772 ADJACENT WALL FINISH. I 7. WOOD HANDRAILS AND GUARDRAILS AND THE WOOD SIDING AT THE ENTRY TO BE STRIPPED AND REFINISHED WALL TILE CTI CERAMIC GLAZED WALL TILE FIELD TILE (A) AMERICAN OLEAN D -12 ALMOND MATT GLAZE-4"x4" ACCEN9 TILE (B) AMERICAN OLEAN Y -70 BLUE -GLOSS GLAZE -4 "x4" FLOOR'G TYPES Fl CARPET PATCRAFT /INTELLIGENCE /COLOR= C.I.A. ARMSTRONG STANDARD EXCELON 51811 ANTIQUE WHITE F2 VCT F3 CERAMIC MOSAIC FLOOR TILE FIELD TILE (A) AMERICAN OLEAN A07- LINEN -1 "x1" ACCENT TILE (B) AMERICAN GLEAN A93 -SAXON BLUE 1 "x1" ACCENT TILE ff2 (C) AMERICAN OLEAN A42- CINNABAR -1 "x1" F4 QUARRY TILE SUMMITVILLE TILES- SUMMITIVILLE RED FLASHED #10 6 "x6" F5 ACCESS FLOORING PROVIDE NEW HPL FLOOR PANELS TO BE INSTALLED IN EXIST. GRID SUBMIT SAMPLES FOR ARCH. APPROVAL BASE TYPES /COLORS B1 4" RUBBER COVE BASE ROPPE P187 BLUE -- CEILING FINISH CF1 SUSPENDED ACOUSTICAL CEIUNG -- EXISTING CEILING GRID TO REMAIN REPAINT CEILING GRID TO MATCH EXISTING COLORD- PROVIDE NEW CEILING TILE CF2 GYPSUM BOARD PLASTIC LAMINATE PL1 PLASTIC LAMINATE PIONITE A0101 CHID FIBER -SUEDE COUNTERTOP PL2 PLASTIC LAMINATE PIONITE SW812 TAWNY WHITE. SUEDE VERTICAL SURFACES 77,0,0 7,7. -so" 07/2,. 000 ",mss, P" 1 2 3 Da000 - asp 4 5 CONSULTANTS• DESIGNERS • ENGINEERS • CONSTRUCTORS CONSULTANTS: OWNER: A MARK ISSUE: DRAWN BY: NORTHWEST REGION 18000 INTERNATIONAL BLVD., SUITE 300 SEATTLE, WA. 98188 -4204 206 - 6748300 www.theaustin.com RED DOT CORPORATION PLANT II RELOCATION 00 745 ANDOVER PARK EAST TUKWILA, WASHINGTON A 7/18/2000 Copyright THE AUSTIN COMPANY 2000 PROJECT NO: 00 -5777D DATE IDEN CAD DWG FILE: 777A -600 CHECKED BY: WSF SHEET TITLE: ROOM FINISH SCHEDULE SHEET NUMBER: THE AUSTIN ® COMPANY CADD �IIL 2 rcamil CENTER ISSUED FOR T.I. PERMIT DESCRIPTION A -600 \OT -Se 1. PATCH CONCRETE FLOOR HOLES OVER 1/4' IN DIAMETER 8. REMOVE EXISTING CABINET IN COFFEE BAR. PROVIDE WHERE PARTITONS AND OTHER FLOOR MOUNTED ITEMS REMOVED NEW PLASTIC LAMINATE CLAD COUNTER & CABINET &SINK AND ANY OTHER LOCATIONS. TO FIT SAME SPACE VACATED BY OLD CABINET. 2. REPAINT ALL DOORS WITH P2 PAINT. PROVIDE SHOP DRAWINGS FOR ARCHITECT'S APPROVAL 3. ALL PIPING AND CONDUIT NEXT TO ADJACENT SURFACES WILL BE PAINTED THE SAME COLOR AS ADJACENT SURFACE. 4. "E" INDICATES EXISTING TO REMAIN. 5. PATCH AND REPAIR WALL SURFACES AS REQUIRED TO PROVIDE SMOOTH SURFACE TO ACCEPT NEW PAINT AND WALL TILE. 6. PAINT METAL HANDRAILS AND GUARDRAILS TO MATCH ADJACENT WALL FINISH. 7. WOOD HANDRAILS AND GUARDRAILS AND THE WOOD SIDING AT THE ENTRY TO BE STRIPPED AND REFINISHED PROVIDE SAMPLES FOR ARCHITECT'S APPROVAL 77,0,0 7,7. -so" 07/2,. 000 ",mss, P" 1 2 3 Da000 - asp 4 5 CONSULTANTS• DESIGNERS • ENGINEERS • CONSTRUCTORS CONSULTANTS: OWNER: A MARK ISSUE: DRAWN BY: NORTHWEST REGION 18000 INTERNATIONAL BLVD., SUITE 300 SEATTLE, WA. 98188 -4204 206 - 6748300 www.theaustin.com RED DOT CORPORATION PLANT II RELOCATION 00 745 ANDOVER PARK EAST TUKWILA, WASHINGTON A 7/18/2000 Copyright THE AUSTIN COMPANY 2000 PROJECT NO: 00 -5777D DATE IDEN CAD DWG FILE: 777A -600 CHECKED BY: WSF SHEET TITLE: ROOM FINISH SCHEDULE SHEET NUMBER: THE AUSTIN ® COMPANY CADD �IIL 2 rcamil CENTER ISSUED FOR T.I. PERMIT DESCRIPTION A -600 B A C 1 001.7, 07/27/00 03:42:30 PM, I.e., 1:1.0■412 DOOR TYPES DOOR HARDWARE FLUSH DOOR FRAMES 3'-0' ', _ 1 1 1YP LOCATION UNLESS OTHERWISE NOTED DOOR (WD. OR HM) TYP. _ DOOR LOCATION PLAN - DETAIL SCALE: 3/4" =1' -0' PROVIDE DOUBLE 2x6'S ON EDGE 0 HEAD. WOOD STUDS SEE PLAN & DETAILS FOR WIDTH WOOD TRIM TO MATCH EXISVG. WOOD SHIMS. H.M. DOOR X AME DOOR JAMB /HEAD DETAIL n SCALE 3' =1' -0' A - 601 DDO a5a HAtDWARE GROUP 1 I PUSH PLATE 1 PULL W/ PLATE 1 1/2 PR. HINGES, 4 1/2' x 4 1/2' 1 CLOSER 1 KICK PLATE HARDWARE GROUP 2 REMOVE EXISING UNICAN MECHANICAL LOCKSET, REPAIR DOOR AND PROVIDE 1 CYWNDER LOCKSET W/ 'OFFICE' FUNCTION & LEVER 1 CYLINDER REUSE posnNo HINGES 1 CLOSER W/ HOLD -OPEN (EXCEPT DOOR 111A) 1 KICKPLATE (EXCEPT DOOR 11IA) HARDWARE GROUP 3 1 CYLINDER W KSET W/ 'OFFICE' FUNCTION AND LEVER 1 CYLINDER 1 1/2 PR. HINGES, 4 1/2' x 4 1/2 HARDWARE GROUP 4 CONSULTANTS • DESIGNERS • ENGINEERS. CONSTRUCTORS CONSULTANTS: OWNER: A MARK ISSUE: RED DOT CORPORATION PLANT II RELOCATION 7/18/1000 DATE Copyright THE AUSTIN COMPANY 2000 PROJECT NO: 00 - 5777D CAD DWG FILE: 777A - 601 I DRAWN BY: LAIN CHECKED BY: WSF SHEET TITLE: THE AUSTIN ® COMPANY NORTHWEST REGION 18000 INTERNATIONAL BLVD., SUITE 300 SEATTLE, WA. 98188 -4204 206 -674 -8300 www.theaustin.com 745 ANDOVER PARK EAST TUKWILA, WASHINGTON DEN 0ITY OrEN�16^1M a III 2 B L 70a8-T CENTER ISSUED FOR T.I. PERMIT DESCRIPTION DOOR SCHEDULE AND DOOR DETAILS SHEET NUMBER: A -601 DOOR DOOR SIZE DOOR MATERIAL SCHEDULE DETAILS - SECTIONS I FRAME MAIL T� FIRE RAGING IN MIN I I &ONO 32NMOINH ' REMARKS i M 3dAJ. d000 NMI 'ON 'OMO NO NMOHS 21000 OPENING WIDTH IMPIIIIM OPENING HEIGHT DOOR THICKNESS HOLLOW METAL ALUMINUM 3000 01105 — 000M JAMB HEAD THRESHOLD 3dM. 3Ntl» N HAM 1 V A -102 ' t' 7' - X - - - - - - 1 - 1 3 - - X - - X • 6 3/4' - - - - 2 4 TE EXIST'G FRAME. 111A 115A IN A (PR.) A -102 3' -0. - Ertl IIIIII M . 118A A A -101 MITIIIIIIWEVICEAligriiMMEN MITMFErallEara A -101 3 -0 7-0 • 1 3 4 - - - • e X - - - 1 - - X 6 3/4 - - 2 *REJ E T'G DOOR. 11 - - - 1 - - X 6 3/4 - - 2 EXisro DOOR. 1166 - 1 A -601 - - 1 - - X 6 we - - 2 *ELISE EXLSL'G DOOR. ' 116C 1 A -601 - 1 - - X F 3/4' - - 3 1184 122A A A -102 3' -0° 7' -0' I 3/4' - - X 1 A -601 1 A -601 - 1 2 - - - - X X 6 3/4 6 3/4 - - - - 3 3 122A 123A 123A A A -101 3' -6' 7' -0' 1 3/4' - - X I A -601 1 A -601 - 1238 A A -101 3' -6' 7'-0' 1 3/4' - - X _ 1/A -601 1 A -601 - 2 - - X 4 3/4' - - 3 1236 124A A A -102 3' -6' 7' -0' 1 3/4 - - X - 1 A -601 1 A -601 - 2 - - X 6 3/4 - - 3 124A 1248 A A -102 3' -6' 7' -0' 1 3/4 - - X - 1 A -601 1 A -601 - 2 - - X 4 3/4' - - 3 1246 133A A A -102 3' -0' 7' -0' 1 3/4 - - X - 1/A -601 1/A -601 - 1 - - X 6 3/4 '- - 1 1028A 135A A A -102 2' -6' 7' 0 1 3/4 - - X - 1/A -601 2/A -601 - S X - - YFY. - - 1 1029A I B A C 1 001.7, 07/27/00 03:42:30 PM, I.e., 1:1.0■412 DOOR TYPES DOOR HARDWARE FLUSH DOOR FRAMES 3'-0' ', _ 1 1 1YP LOCATION UNLESS OTHERWISE NOTED DOOR (WD. OR HM) TYP. _ DOOR LOCATION PLAN - DETAIL SCALE: 3/4" =1' -0' PROVIDE DOUBLE 2x6'S ON EDGE 0 HEAD. WOOD STUDS SEE PLAN & DETAILS FOR WIDTH WOOD TRIM TO MATCH EXISVG. WOOD SHIMS. H.M. DOOR X AME DOOR JAMB /HEAD DETAIL n SCALE 3' =1' -0' A - 601 DDO a5a HAtDWARE GROUP 1 I PUSH PLATE 1 PULL W/ PLATE 1 1/2 PR. HINGES, 4 1/2' x 4 1/2' 1 CLOSER 1 KICK PLATE HARDWARE GROUP 2 REMOVE EXISING UNICAN MECHANICAL LOCKSET, REPAIR DOOR AND PROVIDE 1 CYWNDER LOCKSET W/ 'OFFICE' FUNCTION & LEVER 1 CYLINDER REUSE posnNo HINGES 1 CLOSER W/ HOLD -OPEN (EXCEPT DOOR 111A) 1 KICKPLATE (EXCEPT DOOR 11IA) HARDWARE GROUP 3 1 CYLINDER W KSET W/ 'OFFICE' FUNCTION AND LEVER 1 CYLINDER 1 1/2 PR. HINGES, 4 1/2' x 4 1/2 HARDWARE GROUP 4 CONSULTANTS • DESIGNERS • ENGINEERS. CONSTRUCTORS CONSULTANTS: OWNER: A MARK ISSUE: RED DOT CORPORATION PLANT II RELOCATION 7/18/1000 DATE Copyright THE AUSTIN COMPANY 2000 PROJECT NO: 00 - 5777D CAD DWG FILE: 777A - 601 I DRAWN BY: LAIN CHECKED BY: WSF SHEET TITLE: THE AUSTIN ® COMPANY NORTHWEST REGION 18000 INTERNATIONAL BLVD., SUITE 300 SEATTLE, WA. 98188 -4204 206 -674 -8300 www.theaustin.com 745 ANDOVER PARK EAST TUKWILA, WASHINGTON DEN 0ITY OrEN�16^1M a III 2 B L 70a8-T CENTER ISSUED FOR T.I. PERMIT DESCRIPTION DOOR SCHEDULE AND DOOR DETAILS SHEET NUMBER: A -601 B D n,577,s17/75-101 m., 117/77/00 ots,sn rM r�awe , P i --- I- f L_ - J .I L_ EXISTING 7'- 0 "x7' —O" FOOTING COLUMN ONES M & P 2 I - - L _J SAW CUT EXISTING 5" CONCRET SLAB & REMOVE TO PLACE NEW PIT AND INSULATED SLAB FOR NEW TEST OOM. SEE A -101 FOR DIMENSIO OF TEST ROOM. CORE DRILL 3 DIAMETER HOLE AT CORNERS OF CU AND AVOID OVERCUT, TYPICAL P T INSULATED SLAB EXISTING 5' -3" X 5' -3" FOOTING AT COLUMN LINE S 2 L 01 S50 101 S500 SLAB CONTROL JOINTS SEE DETAIL L_ _J 510115500 0 Csi Da000 -a5a 0 / art - reY STATE OF WAS ING TON 5 NOTES LEGEND 4' 2' 0 4' 8' 12' 16' 20' ■ ■ C A CONSULTANTS• DESIGNERS •ENGINEERS• CONSTRUCTORS MARK NORTHWEST REGION 18000 INTERNATIONAL BLVD., SUITE 300 SEATTLE, WA. 98188 -4204 206 -674 -8300 www.theaus0n.com CONSULTANTS: OWNER: RED DOT CORPORATION PLANT II RELOCATION 745 ANDOVER PARK EAST TUKWILA, WASHINGTON A 7/18/00 DATE Copyright THE AUSTIN COMPANY 2000 ISSUE: PROJECT NO: 00 -5777D CAD DWG FILE: 777S -101 DRAWN BY: MAO CHECKED BY: CEV SHEET TITLE: PARTIAL ENLARGED FIRST FLOOR SLAB PLAN SHEET NUMBER: THE AUSTIN ® COMPANY CEV DEN S -101 Ill 281.00 rwwu9T CENTER ISSUED FOR T.I. PERMIT DESCRIPTION EXISTING 5" CONC. SLAB -\ #5x3' -O" SMOOTH DOWELS 5 12" O.C. DRILL & EPDXY GROUT INTO EXISTING SLAB CAULK JOINT OVER CONTINUOUS BENTONITE SEAL #4 CONT. NEW CONC.SLAB 4" MIN. (A SECTION 51015500 Scale : 1 1/2=r-0" PRESSURE TREATED 2x4 PLATE V / ///. 0 0 0 6" MIN CRUSHED ROCK TEST ROOM WALL PANEL 4118" EACH WAY NEW CONC. SLAB n ! . ! 1 ! • ;! ! 0 o c #4 ©18" EACH WAY 6 MIL. VAPOR BARRIER RIGID STYRENE INSUL. 6" sizto B #4 43 E.W. aiussonswise 4 1E11 RIGID STYRENE INSULUAT1ON SECTION Scale : 1 1/2 =1 -0" 6 MILVAPOR BARRIER 6" MIN. CRUSHED ROCK (TYP.) SAWCUT 2" DEPTH CAULK JOINT 00 oado0 00 o e o0 oagoonooJOo o 0Oo00 0 oO cO0 oO O cO0 oO00 oU0 00 000 ° 00°00 3 0000 ° 0000 ° 0 n On On On On On On On ■C)n .On nO SECTION 51015500 Scale : 1 1/2 =1' -0" 52. 5 D C MARK THE AUSTIN a COMPANY CONSULTANTS • DESIGNERS • ENGINEERS• CONSTRUCTORS NORTHWEST REGION 18000 INTERNATIONAL SEA LE,, A L SUITE 300 208 -874 -8300 wmv.theauMlacom CONSULTANTS: OWNER RED DOT CORPORATION PLANT II RELOCATION pECEIn K` o-P CffY � JUL 2 8 PEPOT CEN 745 ANDOVER PARK EAST TUKWILA, WASHINGTON 7/18/00 DATE CEV IDEN ISSUED FOR T.I. PERMIT cerettht THE AUSI1N COMPANY 2010 ISSUE PROJECT NO 00 -5777D CAD DWG FILE 777S- 500.DWG DRAWN BY: CADD CHECKED BY: CEV SHEET TITLE: SHEET NUMBER SECTIONS & DETAILS S -500 DESCRIPTION REINFORCEMENT LAP LENGTHS BAR SIZE 1,121111,MBININIEMOINIFIEN 11 TOP BAR 2' -1' 2' -8" 3' -1' 3' -7" 4' -3 5'- 5 ° 6' -10' 8' -4" G R60 OTHER BAR 1' -7" 2' -0 2' -4" 2' -9 3' -3" 4' -2 5' -3 6' -5" A B C CODES AND SPECIFICATIONS A.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE UNIFORM BUILDING CODE. THE PUBLICATIONS LISTED BELOW ARE THE GOVERNING CODES AND STANDARDS AND ARE REFERENCED BY THE BASIC DESIGNATION. IN THE CASE OF CONFLICTING REQUIREMENTS, THE UNIFORM BUILDING CODE SHALL GOVERN. 1. UNIFORM BUILDING CODE (UBC) -1997 EDITION. 2. ACI 318 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. LATEST EDITION. 3. CRSI MANUAL OF STANDARD PRACTICE. LATEST EDITION. 4. AISC MANUAL OF STEEL CONSTRUCTION (ASD). NINTH EDITION. 5. AWS STRUCTURAL WELDING CODE - ANSI /AWS 01.1. LATEST EDITION. 6. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM). LATEST EDMON. DESIGN CRITERIA A. LIVE LOADS ROOF B. WIND LOAD 1. BASIC WIND SPEED 2. EXPOSURE 3. IMPORTANCE FACTOR C. SEISMIC LOAD D. SOILS DATA AND FOUNDATIONS 1) ASSUMED ALLOWABLE SOIL BEARING PRESS - 1500 PSF 2 EQUIVALENT FLUID PRESSURE (FREE 15 TOP) - 30 PCF 3 VERTICAL FACES OF ALL FOOTINGS ARE TO BE FORMED TO DIMENSIONS SHOWN. 4; MAXIMUM SLOPE OF EXCAVATION 1 HORIZONTAL TO 1 VERTICAL. TAKE CARE NOT TO UNDERMINE EXISTING FOUNDATIONS. 5) SUBGRADE TO BE COMPACTED TO A MINUMUM 95% OF MODIFIED PROCTOR MAXILMUM DRY DENSITY. ANY SOFT SPOTS TO BE OVER EXCAVATED AND REPLACED WITH CRUSHED ROCK. 6) SUB -BASE TO CONSIST OF WELL GRADED 1 1/2 INCH MINUS CRUSHED ROCK HAVING LESS THAN 5% FINES (PARTICLES PASSING 200 SIEVE). GENERAL ALL TYPICAL DETAILS AND NOTES SHOWN ON THE DRAWINGS SHALL APPLY UNLESS NOTED OTHERWISE. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. ANY VARIATIONS FROM THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT /ENGINEER. ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS INCLUDING FOUNDATION, SHALL BE PROVIDED DURING CONSTRUCTION. LOCATION AND SIZE OF EQUIPMENT PADS, ANCHOR BOLTS, INSERTS OR HANGERS FOR EQUIPMENT SHALL BE TAKEN FROM APPROVED VENDOR'S DRAWINGS AND CHECKED WITH THE EQUIPMENT SUPPLIER. GENERAL CONTRACTOR SHALL COORDINATE ALL ADDITIONAL OPENINGS, INSERTS & EMBEDMENTS SHOWN ON THE ARCHITECTURAL, MECHANICAL & ELECTRICAL SHEETS. DO NOT SCALE DRAWINGS. PROVIDE INSPECTION ACCORDING TO THE REQUIREMENTS OF UBC SECTION 108 & CHAPTER 17 FOR THE FOLLOWING: 1 PLACEMENT OF REINFORCED CONCRETE 2 PLACEMENT OF REINFORCING STEEL 3 WELDING OF STRUCTURAL STEEL 4 HIGH STRENGTH BOLTING OF STRUCTURAL STEEL 5 NON- DESTRUCTIVE TESTING OF WELDED CONNECTIONS FOR ALL COMPLETE FOR ALL COMPLETE PENETRATION GROOVE WELDS. 6) THREADED SPLICING OF REINFORCING STEEL ANY PROPOSED FIELD CHANGES SHALL HAVE PRIOR APPROVAL OF THE OWNER AS WELL AS THE ENGINEER OF RECORD. 1 25 PSF, SNOW 80 MPH 1.0 MATERIALS A. STRUCTURAL STEEL 1. STRUCTURAL SHAPES AND PLATES SHALL BE ASTM A36. STRUCTURAL TUBES SHALL BE ASTM A500 GRADE B. 2. FABRICATION AND ERECTION SHALL COMPLY WITH AISC SPECIFICATIONS. 3. SHOP DRAWINGS OF ALL STRUCTURAL STEEL WORK SHALL BE APPROVED BY THE ENGINEER PRIOR TO FABRICATION. 4. STEEL MEMBERS SHALL BE GIVEN ONE SHOP COAT OF APPROVED PRIMER. SURFACES TO BE EMBEDDED IN CONCRETE OR FIELD WELDED SHALL NOT BE PRIMED. 5. SURFACE PREPARATION FOR PRIMING SHALL CONSIST OF RUST AND SCALE REMOVAL BY POWER TOOL CLEANING. SURFACES TO BE PRIMED MUST BE DRY, FREE OF DIRT, OIL GREASE OR OTHER FOREIGN MATTER. B. STRUCTURAL AND MISCELLANEOUS STEEL CONNECTIONS 1. ASTM A325 -X BOLTS SHALL BE USED IN ALL STRUCTURAL CONNECTIONS, UNLESS NOTED OTHERWISE. INSTALLATION SHALL BE IN ACCORDANCE WITH AISC SPECIFICATIONS AND AS NOTED ON DRWGS. 2. PROVIDE EACH BOLT WITH ONE HARDENED WASHER, ONE LOAD INDICATOR WASHER, AND ONE HEAVY HEX NUT, UNLESS NOTED OTHERWISE. 3. BEAM AND GIRDER CONNECTIONS SHALL BE MADE WITH DOUBLE FRAMING ANGLES, SIZE L4x3x5 /16, UNLESS NOTED OTHERWISE. 4. ANCHOR BOLTS SHALL BE ASTM A36, UNLESS NOTED OTHERWISE. 5. COLUMN ANCHOR BOLTS SHALL BE FURNISHED WITH TWO HEAVY HEX NUTS AND ONE WASHER EACH BOLT UNLESS NOTED OTHERWISE. 6. WELDS SHALL BE AS INDICATED ON THE DRAWINGS AND SHALL BE PERFORMED BY WABO CERTIFIED WELDERS IN ACCORDANCE WITH AWS AND AISC SPECIFICATIONS. ELECTRODES SHALL BE E -70 LOW HYDROGEN SERIES. 7. CONTRACTOR SHALL FOLLOW APPROVED PROCEDURES TO REMOVE OR PROTECT EXISTING INSULATION AND OTHER FLAMMABLE, TOXIC OR HEAT SENSITIVE MATERIAL WHEN WELDING NEARBY. C. CAST -IN -PLACE CONCRETE 1. CONCRETE FLOOR SLAB ON GRADE SHALL HAVE MODULUS OF RUPTURE fr =625 PSI MINIMUM AT 90 DAYS. 2. ALL OTHER CONCRETE SHALL DEVELOP f'c =4000 PSI MINIMUM AT 28 DAYS EXCEPT AS OTHERWISE INDICATED. 3. DESIGN MIX FOR THE CONCRETE SHALL BE SUBMITTED TO THE ARCHITECT /ENGINEER IN ACCORDANCE WITH ACI SPECIFICATION. 4. SLUMP FOR CONCRETE TO BE 5" UNLESS NOTED. 5. SLAB ON GRADE CONCRETE TO HAVE AGGREGATE NO LARGER THAN 3/4" AND A SLUMP LESS THAN 4 1/2 ". 6. EXPOSED EDGES OF CONCRETE SHALT.. HAVE 3/4" CHAMFER, UNLESS NOTED OTHERWISE. 7. CONCRETE SHALL BE CURED FOR A MINIMUM OF SEVEN DAYS. ANY CURING COMPOUNDS USED MUST MEET ASTM. C -309 AS WELL AS BE COMPATIBLE WITH ANY OTHER SLAB TREATMENT (SEALANTS, ADHESIVES, ETC.) TO BE USED. 8. CONCRETE SHALL BE TREATED WITH A SEALER TO REDUCE DUSTING AND LIQUID PENETRATION. SEALER MUST BE COMPATIBLE WITH CURING METHOD USED AS WELL AS ANY OTHER SLAB TREATMENT ANTICIPATED. 9. CAULKING OF FLOOR AND WALL JOINTS SHALL BE A SELF - LEVELING POLYURETHANE TYPE, COMPATIBLE WITH ALL OTHER FLOOR TREATMENTS. 2 3 MATERIALS D. REINFORCING BARS CONCRETE REINFORCEMENT SHALL BE DETAILED, FABRICATED AND PLACED IN ACCORDANCE WITH ACI 318 AND ACI 315. 2. REINFORCING BENDING AND PLACEMENT SHOP DRAWINGS SHALL BE APPROVED BY THE ENGINEER PRIOR TO FABRICATION. 3. REINFORCING BARS SHALL BE DEFORMED BILLET SiLEL CONFORMING TO ASTM A615 GRADE 60. 4. WELDED WIRE MESH SHALL CONFORM TO ASTM A -185. 5. REINFORCING BARS SHALL BE ACCURATELY PLACED AND ADEQUATELY SECURED IN POSDION. LOCATION OF REINFORCEMENT SHALL BE AS INDICATED ON THE DRAWINGS. THE FOLLOWING PROTECTION FOR REINFORCEMENT SHALL BE PROVIDED, UNLESS NOTED OTHERWISE. (A) (B) MIN COVER (INCHES) CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3 EXPOSED TO EARTH OR WEATHER: #6 THROUGH #18 BARS 2 #5 BARS AND SMALLER 1 1/2 (C) NOT EXPOSED TO WEATHER OR NOT IN CONTACT WITH THE GROUND: SLABS, WALLS, #11 BARS AND SMALLER 3/4 BEAMS, COLUMNS, PRIMARY REINF, TIES AND STIRRUPS 1 1/2 6. LAP AND EMBED ALL REINFORCING BARS PER TABLES BELOW. TOP BARS SHALL BE DEFINED AS ANY HORIZONTAL BARS PLACED SUCH THAT MORE THAN 12 OF CONCRETE IS BELOW THE BARS. REINFORCEMENT BAR MIN EMBEDMENT LENGTHS 1 1' -3" 1' -6" 1' -10" 2' -2 2' -6" 3' -2" 4' -0 4' -11" 7. MIN CLEAR SPACING BETWEEN PARALLEL BARS IN A LAYER SHALL BE THE DIA OF BAR, BUT NOT LESS THAN 1 INCH AND /OR 1 1/3 TIMES MAX. AGGREGATE. FOR PARALLEL REINFORCEMENT IN 2 OR MORE LAYERS, BARS IN UPPER LAYER SHALL BE DIRECTLY OVER BARS IN LOWER LAYER WITH A MIN CLEAR DISTANCE BETWEEN LAYERS OF 1 INCH. 8. WELDING OR TACK WELDING OF REINFORCING BARS TO OTHER BARS OR TO PLATES, ANGLES ETC. IS PROHIBITED EXCEPT WHERE SHOWN ON THE DRAWINGS OR SPECIFICALLY APPROVED BY THE ENGINEER. E. GROUT 1. NON- SHRINK GROUT CEMENTITOUS SHALL BE MASTERFLOW #713 BY MASTER BUILDERS OR OTHER APPROVED. 2. EPDXY GROUT SHALL BE BRUTEM MP. BY MASTER BUILDERS OR OTHER APPROVED. L C A CONSULTANTS• DESIGNERS • ENGINEERS• CONSTRUCTORS OWNER A MARK ISSUE NORTHWEST REGION 18000 INTERNATIONAL SE, WA L��TE 300 208 - 8748300 www.ffiaauetincom 7/18/00 DATE SHEET TIRE CD' IDEN CHECKED BY: CD/ THE AUSTIN .COMPANY RED DOT CORPORATION PLANT II RELOCATION 745 ANDOVER PARK EAST TUKWILA, WASHINGTON PROJECT N0: 00 -5777D DRAWN BY: CADD ISSUED FOR T.I. PERMIT THE AUSTIN COMPANY CAD DWG FILE 7775- 600.DWG STRUCTURAL GENERAL NOTES MR DESCRIPTION 2000