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Permit D99-0435 - Zama Networks - Communications Center
D99-0435 City of Tukwila �. Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 092304-9309 Address: 12101 TUKWILA INTERNATIONAL BL Suite No: Location: Category: AOFF Type: DEVPERM Zoning: Const Type: Gas /Elec.: Units: 002 Setbacks: North: Water: 125 Wetlands: Contractor License No: SABEYCI033KM Permit Center Authorized Signature:_ Signature: Print Name: •-CtJE5 Lt..) Permit No: Status: Issued: Expires: Occupancy: OFFICE UBC: 1997 Fire Protection: SPRINKLERED .0 South: .0 East: .0 West: .0 Sewer: RAINIER VI Slopes: Y Streams: OCCUPANT ZAMA NETWORKS Phone: 121O1TUKWILA INT'L. BL, TUKWILA, WA 98188 OWNER SABEY.DAVID A &.SANDRA L 101 ELLIOTT AV 'W #330, SEATTLE WA 98119 CONTACT HAYNES LUND Phone: 206- 281 -8700 '101 ELLIOTT AVE W; SUITE 330, SEATTLE, WA 98119 CONTRACTOR. SABEY.CONSTRUCTION INC. Phone: 206 -281 -4200 101 ELLIOTT AV W SUITE 330, SEATTLE WA 98119 ** * * * *********•* *** ******** **** brit* tt******************• k*•**• ***•**** *******•*•***** * ** * **** Permit Description:' CONSTRUCT TENANT IMPROVEMENTS. IN EXISTING CORE & SHELL FOR USE • OF SPACE AS A COMM- UNICATIONS CENTER. TENANT WILL.00CUPY FLOORS Fl & F2, WITH ADDITIONAL WORK ON P2, P1 AND ON EXTERIOR *****************************************•************* ** ** ** ** * * **** *. ** *** * * * ** * * * ** Construction,Valuat.ion: $ 12,000,000.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut /AOcess /Sidewalk /CSS: N Fire Loop Hydrant: N No: Size(in).: .00 Flood'Control Zone: N Hauling: N Start Time: End Time: • Land Altering: N Cut: Fill: Landscape Irrigation: N Moving`Ov.ersized 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 * *** ** ****** TOTAL DEVELOPMENT PERMIT FEES: $ 75,506.44 *• k• k************************************************** * * * * **** ** * * *** ** ***** * * * ** **** U (206) 4313670 D99 -0435 ISSUED 02/11/2000 08/09/2000 Phone: 206 281 -8700 24‘,K- Date. ;) ?"a I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development peril Date: U Tlbre5 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. CITY OF TUKWILA Address: 12101. TUKWILA INTERNATIONAL BL Suite: Tenant: Type: DEVPERM Parcel ft: 092304- 9309 Permit No: D99 -0435. Status: ISSUED Applied: 12/16/1999 Issued: 02/11/2000 * *•kkk,&Pk k* k• k• kk• k*• k• k*• k• k' k*• k* y• k' k• k kk• k• k• k** k* k* kA**• k kk• k• kk• k*• k •kk *k•k:(• * *•k * *k•k•k•k *k* * *•k* Permit. Conditions: 1. The aggregate quantity of. Class II combustible liquid which is stored or used in a closed,system shall not exceed the quantities set f.orth'..,in 'UBC° `Table '3 D.:.for each control. 'area. The generator room is the referenced conrol room. 2 . No changes will ;;:be;` , to the plans unless app by the Engineer and- the'Tukwi laBui,lding Div'isio`n 3. All permits i nspect i on,''r ecords, and `'approved plans shall be available 'at' the j,ob site prior .to: the start .,of > any con struction.' These ;;+documents are to be mai,nta i ned `anal oval 1 able until final inspection approval is granted': 4. Electrical perm'its._,shal l ,be'obtai,ned through`-:the' Washington State` D'ivi s,i on of , Labor;` a ►id industries and all ' : electrical. work w 1.•.b'e inspected by that agency (248 -6630) . Plumbing „ permi is shall , be obtained through the Seattle.-Kin County Department .of .::Public-Health Plumbing will be' inspecte'd -by that .agency, including ,all, gas piping (296=- 4722) . All mechanical :..work shall be under Separate permit issued the City Of Tukwila, 7. A1 , tonstructi on_• to be.. done,`i n conformance, with approved . plans and requirements of the Uniform Building Code (1997. Edition) as amended, Uniform Mechani cal ; (1997 E d i t i o n ) , and ;Washi State Energy Code 11997 E d i t i o n ) . t� Valid,ity The issuance of a permit or approval of plans', specifications, and computations shal l not: be con - strued, to a permit for, or an approval .of, any violation of an`y the provisions of the ?building code or of any other'. of the jurisdiction. No permit presuming;;, to give authority to violate or cancel the provisions of this code shall be val i':d. 9. Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 10. Partition walls attached to ceiling grid must. be laterally braced if over eight (8) feet in length. 11. When special inspection 'is required either the owner, architect or engineer shall notify,,,_the. Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name, permit number and type of inspection being performed, 12. The special inspector shall submit a final signed report stating whether the work requiring special inspection was, to the best of the inspector's knowledge, in conformance with approved plans and specification; and the applicable workmanship provisions of the UI3C. 13, All structural concrete shall be special inspected (Ui3C - Sec. 306(a)1). 14, Notify the City of Tukwila Building Division prior to 1.1Aoirtn : {AV d`Jlrlr II11c lirn is in Additinn t:D ahv ' rr • • P ect Name/Te nt: I —AhoN. t -WORLi[,,5 Existing use: ❑ Retail ❑ Restaurant ❑ Multi - family Warehouse ❑ Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel A.Office ❑ School /College /University ❑ Other iklug of Construction: . 1 G, 000 , 000 . 00 Site Address: 1 2101 T t�wti.#. I m c' aim. City State/Zip: 'TvicwiLA 981th Tax Parcel Number: o9 2.364 �• 9 3o - o4 :erpperty Oen9r. 44t11 A - ..a.a Y' Phone: Zed) - 2171. 8"100 Street ddress: 101 0-:-1• Ar+fa'W j " rre 330 City State /Zip: A.rtu6�1N 9E�11, Fax #: Zo6 - 24152- 99 1 ont Cractor: Y C-00& guC1C'10tJ lac.. Phone: 'LOfp - Zb1 - 47.40 Street Address: 101 ,i.lcll9' \ IV) aIrg 4UO gt Qi /Zip• � a , YVr�°18I19 Fax #: zo(- Zb1 • 09Zo Architect: _ ' A ___ ARCH I-r'ec rUR$ Phone: 'LOCO - 1 • 15'100 Street Address: Z 4 101 ei,t.tarr Aver l�l� urrs 00 `` C�' State /Zip: r A 98119 W Fax #: ZOG • 261- 0920 Engineer: r81- Sort— 'bc)R,ts4CreS Phone: 4 Z5- tail - 99r-) e Address: 51S IX'1 -H aT. rZur ZO City State/Zip: 1� -IR& L � g1c11� Fax #: 4'65 b2P� • 1 eft Co tact Person: }-4�.� taia Ph 20lo - Z61-- Moo Street Address: 10% ew.t.o r XtVe W 1 50 ITS $30 City S to /Zip: Sapt'nit, 915111 Fax #: 1 - Z e21- 09 20 Description of work to be done: CousTO UCT 'firm ..Jr in1P R+OV IPA e7JTS M) 6105171iGt GORE S 4 1_L FOR 'TE/Ji#►rrts us$ of SPANS As A C.oMMUM Ic.A.TlCAis c- ern --re t ., Te:N r W(I occ•c,PY V-Loo2s 1 •'F2. W lrl4 AloprnoaM- WORK. & P?. P1 A.i ox) !oe-tent_ c Pr- Existing use: ❑ Retail ❑ Restaurant ❑ Multi - family Warehouse ❑ Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel A.Office ❑ School /College /University ❑ Other Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse El Hospital CI Church C:1 Manufacturing in Motel/Hotel nOffice ❑ School /College /University ❑ Other Will there be a change of use? ❑ yes Ono If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ❑ yes no Existing fire protection features: ,Asprinkfers ; automatic fire alarm ❑ none ❑ other (specify) Building Square Feet: 10010 SSexisting Area of Construction: (sq. ft.) 34,000 Sp Will there be hazardous material in the building? A ❑ no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets ' CITY OF TUKWILA Permit Center �. 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Commercial / Multi - Family Tenant Improvement / Alteration Permit Application Application and plans must be complete In order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS SITE /CIVIL PLAN REVIEW OF THE FOLLOWING ::: (Additional reviews may be determined by the Public Works Department) ❑ Channelization /Striping ❑ Fire Loop /Hydrant (main ❑ Land Altering 11 Sanitary Side Sewer #: ❑ Storm Drainage ❑ Water Meter /Exempt #: ❑ Water Meter /Permanent # ❑ Water Meter Temp # ❑ Miscellaneous CTPE12M1T.DOC 1/29/97 ❑ Curb cut/Access /Sidewalk to vault) #: 0 Cut Size(s): cubic yds. 0 Fill cubic yds. ❑ Sewer Main Extension ❑ Water Main Extension 0 Deduct ❑ Street Use Size(s): Size(s): Size(s): Est. quantity: ❑ Flood Control Zone ❑ Hauling ❑ Landscape Irrigation O Private 0 Public O Private 0 Public 0 Water Only gal Schedule: Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: / 1 Date app !cation eKplres: *DODO Applic`i men by: (Initials) PLEASE SIGN BACK OF APPLICATION FORM BUILDING OW OR AUTHORIZED ENT: Signature: //! I Date: ' �J �� cri Print name : ws , 1 - 1_001> Phone`. ', en00 Fax # gum ,, Address 10 1 G - l - + _ t a Avei wt 5 i , 4 � 00 City /State /Zip .. l owk 98 % %c ALL COMMERCIAL /MULTI -FA TENANT IMPROVEMENT /ALT TION PERMIT APPLICATIONS MUST BE SUBMITTED WITH THE FOLLOWING: ➢ ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER D ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN D. BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ) Complete Legal Description ' ❑ ❑, Metro: Nonr 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 Ibcation(s) 1.. North arrow and scale . 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. :Parking Analysis of existing and,proposed capacity; proposed stalls withdimensions 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). ❑ Ar 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. ❑ g 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. ❑ ,l Indicate proposed construction of tenant space or addition and walls being demolished ❑ Tat Construction details ❑ rg, 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 OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engirieer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. CTPERM!T.DOC 1/29/97 '41 t V!, . A . 4-1 . 11 , •IM! 1:■:" ,10 104 .V7 ,4 ' '.• • ••• • * 's•:‘ k....4t;'*14:..le.N.'..&4'-ii A: 44 10 .... .414-A - ii.:,tri. -h kii'.4: 1, i:k4; .;i4 e 'le' 'is lc .. 1 t 4:i c :le'l ......„ ........ .,,:......., ....,„ ,. .. . _ . .. , , 1::1.7....Y;;; f 'f. 1. :0:i• . ::. , :lqA;,..E': ,-...:71; '....-,..,...:-...,:::,. :,... ..1,4.4, ir..*. • •*.:.. i.it.:A:.1...tr..k-If , A 4r....1. A 'A -N'.k . .A.. 4e!it 1 44.4e : ..k,* ii 'A' ;.ir ..st"tr .. .'i... ',....)0'1- 4e li,:,,4 ',..:L. • ::-. • -: • 2: • '' ''.:•.'.r.F (41:11.411.41,...: M."..iiiiii :•' • :: : •:...., '.'. 'Iq' . 0,5 / 01)0 '.,• .; ..',.:„..‘..;.':-.. •,•••,.' . . .. ..: •. .7 , . . : '-'' ' , - , . . . . p . . a . . . / . i t i O , t i t;:::' 1 . t r i . cc : , • - - . 1 4 ciA R I ' , i 9n : : . . . • S A 1 3 f : : v..:pp R.i.)..:;. ; . . . ' - ; . ' . '.',...,- ....'... hf.g:::: .... •,, , , . : . , - , . , - , ...(),:,, .t i . T v . t i . i t l'1) E ti P E1111:: ':' DC" a 1..:0Hil ti:N I - 1 1 11:fri , 1 IT . :H. .., ;,.:.'..,..:::'.:':::-:,..., ',..•.: ':' ... .. . .. . . . , ...•• '0 ''' 00 ,1"... P9..9.,.......•• • .-•,-,.: ,:: . ...,,-.'.':',...-,..,:,, ::..,''':::,.-.:',,' :: •....,'1'.„ .. ,:: ,, .. ... . ....„......... ... ... .!31:- s': !CHI LA :: IIIE4c1T.X.0/i1-)1.'.;•.111..::•:.: i.•::::'•:•...'.,, :'.....: ',..-...: '..•,:. ••:::-..•.,:-,'...:,:',,... ::,•:: H:.:-,,. - ...yi Th : 1),a y e111; , 4 .00 tit a 1 ALL m f; .s :77 „ !.)15 . 44 13a1 ric.e' CCIde' Desc:r i pt ion rtnicairtt 000/322.100 " PUTLDING,.- NONRES 1 00()/.345,, 830. - *CHECK - momR,ps 949 .00 ••• • . *a .0. ••.. ova ••••••••• wo• •••• •••• ••• .66 •••• ••• ••••• •It.•• Wet ••• ■•••.•••• ••• •■•■ •;• ••1 •;••• •■•1 •••• •••• 6.4 •• 9.1 •• ••• •• 14 • wl• ••• ••• •• '••■ •••••••• ••• •■•• •• .461 •• v.* •••• .70 .••••• ■•• ••• 3962 05/03 9717 TOTAL 2409.00 4 .kk•l *—. t'khk,F44ik:kkk:k.: *.** k44•t,4 4.•k..k.dkk 2 ,i44- *..4 hA+ltkkAA•A4 CI tY OF" TuI w] : � A W G 3 r r�rI « >ria z .4;44 4 :4 *44: .4; �k.k k :4 /i k k •4, A. k ck A +tdr k...k * *4.4; A •k �k :t 14 :t a4 1 k A •k k :k .k .,V *.*10? . k :4 7A• .A A k yt :l ,1 k se. k TRA.W Mt T i u ml;er. , Ir9,8c.O 34z :,Amo'.ugt • '4 , 7E ,0.2/1.1 /00 14, :'8 :.: P4'imccn +t i4e.tilhod:.:CCI•!EGI►. - i4ot ion: 3( E3E`l .11.0R:1 011,01'1 : 'Ini,f;w •TL i'er mit 110 `Iy93 , ,c)4 J .: T.yoe.: I)EV.PCRPI I)EVEL0k'lils'UT P.ERiI.I:.I .. P.arr.' 1.;hla: `092304••900S 130;'0:-:Addr'e $ s« .1,2,01.. 11KWIL0 INTERN {AT10Wfii. RL Total F'ees: 75j,tit:,.44 Tl�fa Pay.rren .7.63�2 jai ;a1' ALIT Prdt 7 , 0.G. >4/1 Alai ri r . e : , 0 0 h• k ;4•.A* ;tkkk:t'.•k:t•:thkkkh .A:A*A• hkk,k kkk •A.*kkk•kk•kkkokk.kis4r*.k*•hk; Rccaiirii;; Curie I}e t.r i pt i nr, .t:'imoklrii ;' c)00 /322,;.LO) I3urL.l7:tr1G •. 4014kES 41 000/386 904 ' 8TA'TE I1U3:.LDING SURCHARGE 4.:0` 1526 02/14 {971.0 TOTAL 45763.25 1 SSu-e J - k *a.kkk * ' *k * * /t *r * •h * * * 4 * *$•A *. :i �e +� 4 1, 4h4 k h. b.'*.* * * .hh 4 1 Yr O,, FUO30 LA. ` "�1 , C 1' fit1PlM�httT 4 *.'.kkk,*kk44l . * 4*A * A* k: • * 1* :.4 '* .* c* k*':5 *, *.A8 A_*l•*A Rfi,n$,14, . Nl.t mbel� _. I a. �'�};Ot'2 i ,lmc�u et ti: 2 9..1434'19. L:2f 1G /.9`� . :i,i.l0. . Prii'irn i' ' Met..ihod: GHE't'i( •.tlotaa;ioii :. I flitEY I.01ZP .:(n i (;. .TLI1: '. w� ^ mid 14c3;::1 }99. }4:1;; 'fvnrse DEVIPTRM I)I:VL•'1:UPMCNi N:l:tii #t "f Site, I1Jdrges 1210.L C11I(14IL(4 INTE.IINATIONAI. 1)i. Total Fee,: 7.5... nOE.i'. 44 f.hi P.avtmeni, �9�7 %1�3 l �: fo1zt1: RI.I. Plat,' 2:9.740.19 Rai .ance: ' 4ri 763.25 ithkk•k ; k k.( Ah: 1 * 4 #* . k**** A*• k kki. k:4*k*h: 4: k• k***7 1dkh 4cP** ***/ *k* :VickFkkk*A* IIcrQuigt Cody i)p pi; Lori Amaurlt;. 060 /,3.4`2..13'1() : PLy14'.Gltl:'CI( 140141i a 292740.19 9664 12/17 ¶7i6 TOTAL 29743 49 ri Project: Type of Inspection: Finicl -' Address: 12—iC1 7. i .5 Date called: Special instructions: Date wanted: p.m. Requester: Ada vvi Phone: Z0(0 — 57 ta LIZZ.t) AffalleheretIMISR!..$1010.1 INSPECTION RECCIvi) 4- "" Retain a copy with permit INSPECTION NO: • ' CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. Corrections required prior to approval. COMMENTS: / , 2r, ly ct.._ ifv 0 • .,./.. $47.0 INSPECTIO ' E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: tkorkuoltaktfieketo.iiiddlinAA6,6U-thlik411kaa&atifiztare.....-1........m, COMMENTS: Am- , .1 D mrci.Abtrte044. /- A-r , c;v,1e 0 11?/ E 6647u' ovS giAtAlc ,COQ, 0 ‘cec-rXic"se ,L'e 0 /. ,/t.(,q-6 0 5 "E.C, 4C. (,ti.S/ . C ' ( /64 057x7 II II I t Xfor e,wv - Ab•4. 6,47"FFz€ ,4- 2! , c.4-7 ..- 7 4'm /?5 4WD A 2 v, v "14 2-5 INSPECTION RECD Retain a copy with permit INSPECTION NO. Approved per applicable codes. ict- (3 2 ,55 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 �'L (206)431 -36 Corrections required prior to approval. El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Ins or: Receipt No: Date: . A u Proj7A _. Typof Inspe 'on: Address:. T l6 Date called: , /- Special instructions: • M � 0 r 'L(C' . Date wanted: ... R eq er• 06,41 � �` Phone: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION RECO Retain a copy with permit PERMIT NO. (206)431 -3670 Approved per applicable codes. a Corrections required prior to approval. COMMENTS: txxo Aerne-.°' - re-ref (Oree" E $47.00 REINSRE .ION FEE REED. Prior to inspection, fee must be paid at 6300 Southcent BIy�J., uit a 100. CaJI to schedule reins•ection. Receipt No: r Date: ..YJi!U.wS A.... Ad. OFM.w..l. l....1 .,..v I.Il 1i1 at ^ . - ul. 4('...._ „.. _ 4 . prcet: &I VI al Type of inspection: ce\ 1 k tn01 C Address: yD-101 T T g Date called: 1 - 00 Special instructions: Dc12:1.9 W - - '',01,- oD P.m. Requester: 1 Phone: QC10 — &4 - 0714 71 -", 4 77"7 INSPECTION REC Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 StrithceriTer Blvd, #100, Tukwila, WA 98188 ....•RditAtKr.t:pusa■: :,, ,... :-... PERMIT NO. (206)431-3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS c__7749.1km 1 )407r, (7 • ( more /es (M,4-r__ (.4)6 e /sr r-colate. C exc.( e Da Ej $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No: 4 Project G.-a A-3-1 al Type of Inspection: Date called: Date wanted: /----A, 6 ,,,, -- **i i t - (.9") p.m. Address: • /7,/eW 77,4 T13 Special instructions: — ' ' / 5/ ---- /AI , Requester: _....e.--e— Phone: ' 1712-3-0747/ 0. tft1t11■11■170.1.1111.1.11..ftlAW.W.00.41W.......o. . . . . . . . . . . . • . • . . . . . . INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: I 2. ./;_■••_/../ C .S 1 1--•C-Je 7 1-7, 7 sr h e -)2, 7 /..."4 C/7* ( 1 /1.1 /91 PERMIT NO. (206)431-3670 Approved per applicable codes. Corrections required prior to approval. $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: Project. 3 / p of Ins ction: Addre s it ! 2 6,/ Date called W15 oU Special instructions: Date wanted: (6 106 r p.m1 Requeste . , Phone: 4443 -677 / INSPECTION NO. INSPECTION REC Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (918 5 206)43 1 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: ).-7 ,Zee.. �..& 1/ , 5 1/ 11e7,-4 1 41/4 (..te-AA .1/(64-ei c* C4- 3 erZ, ,4d I / Inspector�y` eruer El $47.00 REINSPECTIO 'FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: Pro ect: CkVV Tyne of Inspection: ( C1tlY\ Address: ._.. --- 1 ..) 1 l . – .t Date called: – ' — vc� Special instructions: Date wanted: C ,— c — - O d .m. p.m. Reques , :-.)CACT oi-V - 7 ca ', INSPECTION REC Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. a: -t. .::•u yld t.s. cnx. ... - ,u.4', • i x.:. »...�...r.. PERMIT NO. (206)431 -3670 Corrections required prior to approval. R.; COMMENTS: ID $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: 1 Pro A TYPe .....a...1 c AIL? Ads:.. Date called: Special instructions: k 8 /44A,-- Date wanted: CO r a.m. P m,,,a Requester: D. L E-t167 Phone: INSPECTION NO. Approved per applicable codes. INSPECTION REC Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 w ?dfe.s.e�AC`ie��Ye.i�nis; 1719 -co4 -, PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: € 2;W' sg.c. RSoT-c (� Ej $47.00 R ' NSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No Date: COMMENTS: ( e 6) 2,-10 /ee3oz_ 0 1 c; 6 •e)5 Ivi,2. 271›. 44,4 fil _1 5 /A/ CcJil 2 re5h4 i AE/ . .e.e S ,q-DD a/ !4 e (...'emu f`t /JoC g . 714 — f4i94 G /— - /t -Je,7 (pt Dig bk 1 7%G.F Z s S /1cc e S.& / AA / A , a.m. u • .! / 70 vn A Kit Wor Ty � pe of P( I I CVier ! A ress• � ..- ► nr I. a3 . Da rlfc _ �c�o Special instructions: . Dig anted: a.m. u st O( d . � Ph n • duo- -o 3`:.d.:375�JT712ML INSPECTION NO. INSPECTION RECA Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved, per applicable codes. 'Receipt No: I 4 Date: PERMIT NO. (206)431 -3670 $47.00 REINSPECTIQN FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Corrections required prior to approval. .JUn't ..•.:. 7. T:. �.' Sfh">+!: ��L% 1L. N2�e��' ���' M����yl ���NL: �CifLty: 1!' �h. ���' Y�% W" �•. ii�l '�.1W.t�!s'�'�Y9ix:'!]ct�!9rY Project: Ad �'hOL T pe of Inspection: Ceti \ « cj Coue- Address / - �-- f Date calle - 0C) Oo I (0 p i instructions: (-2 Ctf4 { !� Atle D uuesster: Phone: " INSPECTION REC Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION i? ‘ ,146 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Approved per applica le odes C erections required prior to approval. 7 CZ:red-Aro a11,LU 1TFi1: 3P-.D AGILE Insp Dater $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: COMMENTS: ,/ r0 - ,e ....�� -- / u� Type of Inspection: F (•)a 0 5Nm .4, ,c.. G a rV\CL 0 Mete./' ..2rc 1 ic/A_ /X44- Date called: - 5 - 0O 0 x.co Fief", a4 E.cE a erc. Special instructions: Date wanted: C — �� — De's �`m") p.m. 5E Pc-E 00 us sIu'r>'S Phone: `)no - (.-1-1- X a -.= ; Pi ct: Type of Inspection: F (•)a G a rV\CL Address: O1 'T. Date called: - 5 - 0O Special instructions: Date wanted: C — �� — De's �`m") p.m. Requester: Phone: `)no - (.-1-1- X a -.= ti INSPECT ON NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. El $47.00 REINSPECTION FEE REQUIRED. Prior to inspect on, f e must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: J Date: I t 1) INSPECTION REC Retain a copy with permit Corrections required prior to approval. (206)431 -3670 pit COMMENTS: Type e ion: 0 1A 6 1"et 77D 621477'6 Date called: � E /�1 Special instructions: Y' a.m. p.m. 0 6cd6 r te Phone: 1 c% 7o )(for 0,z/�- 1/sr7 - c. 4 1 i a / 1 Proje Type e ion: Addr o fr 776 Date called: Special instructions: Date warms A ,, a.m. p.m. Reques y., Phone: per applicable codes. INSPECTION REC Retain a copy with permit INSPECTION NO. CITY OF. TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila WA 98188 (206)431 -3670 Corrections required prior to approval. InsDD 1p Date: /� 0 $47.00 REINSPECTION REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Y::L C t.11R'eY'. f.L4drLrCr...6:. wi l.0:1 11 6: NQ!eln{i'.Y.1114.[Ufi1•.tY,vl t•it,.1...e.�v�.C.i.i�:1i� t;..:u8t.!^fiM1 ....let . ..a.•.�.. w.......n Project: 2n.r.e.C..... Type of Inspection: K)Ctlk tr) 9 Address: 1 DI r) • 1 771. Date called: Special instructions: • Dgeivanted: a.m. p.m. Reguester: - Phone: Oury- OH 1-a-40 L, El Approved Xi applicable codes. INSPECTION REC Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Dqq-61135 PERMIT NO. (206)431-3670 El Corrections required prior to approval. COMMENTS: 5 e.i> rime Co7vrei4crtle /474s emt1#0664,6 teKsr N•pkt.fr7 pie-(9 g /kcsi 4t 411 4-1>gadell Inspe . Dat57V9 r $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: yzArAylit,A( Pro:V. gli Type of Ired c Address: 1 2 1 0) 4. Date called: 5 / 0 Special instructions: Date w 00 p.m. Requester _ V-- 1114-€1,tg Phone: .. proved per applicable codes. COMMENTS: gEZ rcpcg. ze/eike • DaW INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431-3670 El Corrections required prior to approval. $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: Project: e rre-7-1- • AC rrk-,e .4-7?; Type fine4t on. A ' c ,,, 5 PA ri' lean C, 4 Date called: ----- Special instructions: ge (AO _.- Date 9.: 0. 0 ,...i - Requ g ve, Phone: . ' C=3273XISIIrgne4t2024A1Vstr.n.110,101VINIOnereavosrtwaemers. 7 INSPECTION NO. INSPECTION REC Retain a copy with permit • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila WA 98188 6 PERMIT NO. (206)431-3670 oved per applicable codes. .Corrections required prior to approval. COMMENTS: , ;O..9 rb4-7,00e $4 .00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No: ticithAditkutlagatorisinklaakilk*AtalicAU2AtrazdaseagAntr.dc-. _ _ Proj 4 Typen AdIrlsa:_ i r e, q e. 4 4,,(...i 4 ..,, T.Zi(if ' ikfrt... gut> Date cllit_ . ae 17 3,07 ,faio Special instructions: b 0. tar 16 e ' TD3?1441 Date w7( 41, P.m. .7 Re ter: ,. Phone: INSPECTION RECO Retain a copy with permit INSPECTION NO. , CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 . , . ' • i P--0055 PERMIT NO. (206)431-3670 Approved per applicable codes. Corrections required prior to aPprdval. COMMENTS: p • • . Mt ,4 • . .,mor • (- • 6/4, 4'0 )7 7 /0L 64--/menz...5 $47.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: r. et ...e . .1..... VI. 1 • 1% a - COMMENTS: Type ofJnspectionr "-ti rvu. (,,1 t�� 7(,� ' 1f ft • � � ( A..),- Special instructions: /, , o c i e ,./.., 1 ,,,,,, Date wanted: _ A..J Phone: /`'I Q `, - 9 `i I CJ2 k-t ( ) 0 . i ! / . 11 / /844.,./-___ 1,1/- or-,74-7 h, " to S L�.. / I°,• .c • 6#4 ' ,,,''c& s, g "i 44,// i , , ,../ 7 ' 4( ?i.--- !g! 14..PA h (JA •,. l� „, eJee ol 1 Prq' c t: a �na �X t%�o ✓Ids Type ofJnspectionr "-ti rvu. (,,1 t�� 7(,� ' 1f ft • � � Date ca ledo3 / z 4 0 ' V Special instructions: /, , /,, Date wanted: _ Requester � a � L Phone: /`'I Q `, - 9 `i I CJ2 k-t ( ) � . str'.✓�,` Ana ��,%:,” 14. Y, iWtm�aadoWxsr. �;, tassstt �tS�a:' z+ za�sms+ v+ mnw. ua�...... .- R..,..,r„w.- n«..,m,w..v.�.. » INSPECTION NO. J Approved per applicable codes. INSPECTION RECD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Corrections required prior to approval. El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No: �� _ • ti< .mttL.•esr i. .,r >I1Pr - .v.I ....(. .e.. +..._._.,... • Projep , Typ Ins ectio . Address: D te called: Speciai instructions: , / Date w n P.m. Reque r: ., \ Phone: I MCieMusx.:64....,amearsarout.....*.... , . INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. Corrections required prior to approval. COMMENTS: i) V 4 6e1---,'.e* 42, y I-ei tvei "(5 , - I oc, lei 4..c e // //94., ble„,... _92.--ea u}4.1'\t p;01-- , czAl, ,i-- 4L 4/13 rite.el, 44.0 7 , / - 4.4.1 ke/F /4 ....,.,,,/,-.$, A ---- loaA,44.4 (4 e /9/6e rA2,0, 7hh 0/ - • 7-94 7; 4h.d, I A icevizof Inspector: INSPECTION REC Retain a copy with perthit VutirOKIMWO lft.F.s.yreit.41.3..1741.11...WSKIMMINT% ); j ! . . . I 1141 1 PERMIT NO. Date: (206)431-3670 -.a El $47.00 REINSPECTIO (FEE REQUIRED. Prior to inspection, fee must'be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. L leceipt No: Date: 0..6 -.1...••••h•-•••nce.. ,••44 .e•••A .t•ti 11,:e.,11" tte)Ati ••,-."•• • • ect: alma k�c- l,�o�ll�S Typ of Inspac o � C� '` Icn. iCV Address: _ • I a.10( l(1,rIzi {CZ (vV 4kt4. Date called: I l =Z /C Special instructions: Date wanted. jj �� t/ l�� W p.m. Reque st Phon -4+ !3-13 t trmuenosw •nna..s INSPECTION NO. INSPECTION REC Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ❑ Approved per applicable codes. $47.00 ' EtNSPECTION F ' REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: es.rtl4+Gt qufft rra,. f;A�vi'.�:vr e:.;.'te dl:.v ' «, COMMENTS: j /(4,/-7,7/1-7/ Receipt No: PERMIT NO. (206)431 -3670 Corrections required prior to approval. :i ( INDEX PAGES Retaining Wall RTN-1 through RTN-4 Screen Wall SCR-I through SCR-4 FILE CO7Y -..! r:::3 oniLszionr.,. r: :7J ,- nct authorize the violao1 czclo or ordinance. Receipt of ccrs':,•act:CG co'prov d plans •edged. A _.. ION A1,05 De.° I expotts OCTOBER 24 ( AO C ' D O uL9 . NELSON-BOURDAGES a Division of Poggeineyer Design Group, Inc. 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827-5995 • Fax (425) 828-4850 RECEIVED CITY OF TUKWILA JAN - 4 2000 PERMIT CENTER f 1 f ..... r.. ++... .. ,,., . nr N w�.: 4 . u':.........» ��• r. r. xa" o5 c: r- Y CMM nw. WS+. stft+ Cn( JI. M` Nt MW) tuawl4ltwN.? V.' W% hdMb; 16:+ K' Mt' s%! SSrLF4tC. PNIPM. Mtl? T. brt1TPf.W.xirawxPaun:Nen�tutYwlYT • .Ynui��eb.Y.m ettw++ aa. rn. rn. 4a«.,» a...• .............�....,�.�..�.�..�. •512 6TH 3T, STE KIRKLAND, WA 98033 SOIL DATA Allowable Bearing = 2,000 paf Active Lateral EPP = 45.0 psf ....Slope Active = 0.0 psf ..Active Press Limit = N/A psf Bkfill Slope(0 =level)= 0.0 :1 Passive Lateral = 350 pcf soil Density = 115.0 pcf Soil Ht over Toe = 4.5 in ADDED LATERAL LOADS Lateral Load Acting On Stem Above Soil • 0.00 psf Add'1 Lateral Load ...height to stop ...height to start = 0.0 plf = 0.00 ft - 0.00 ft WALL Retained Height = 3.67 ft Wall Ht. above soil = 0.00 ft Total Wall Height = 3.67 ft Key Depth = 0.00 in Key Width = 0.00 in = 0.000 ft CANTILEVERED RETAINING WALL DESIGN • Pg 1 of 2 Total Width Thickness Key Dist. to Toe a=ae==asam==== == =ss=usacmummmmm SU) RY = _= Pressure @ Toe Pressure @ Heel Allowable Press. Eccentricity Resultant Outside Note: Pv • Not Used (Using ACI ACI 9.1 Pressure Mu - Upward Mu - Downward Mu - Design One -Way Shear: vu vn- 2(f'c)1/2 *.85= Rebar CL To Edge = Depth to steel Ru = Mu /bd "2 Min. Rebar Ratio = = 1,042 psf = O psf = 2,000 psf - 8.14 in Middle Third for Soil Pres. Factors)--- Toe - -- = 1,458 0 0 = 854 Mu =Stem! 5.88 76.03 3.50 = 10.00 - 0.0 0.0018 Descr : SECTION AT GENERATOR PIT flw -3 Page of Job N: 99084A . sSR Date: 12 /06/99 RetainPro 3.1B(c)1994 File:93023A.RPF ADDED VERTICAL LOADS Axial DL on Stem Axial LL on Stem ..Ecc Left of Stem CL Surcharge over Toe Surcharge over Heel Using Surcharge to resist overturning @ Heel : @ Toe ADJACENT FOOTING Vertical load ...Ecc. (Toe side +) Footing Width (perp) Face Top Stem to Ftg. Ftg. Baso Above /Below At Wall face [ + / -] Footing Type & FOOTING DATA Toe Width Heel Width Factors of Safety: Overturning Sliding Allowable Shear 1 -Way Shear @ Toe 1 -Way Shear @ Heel ==s3sssssssssssssa nimu sesssmummu===sss:=a=sssc=c- =s =s =aRS=sr s- -- SLIDING CHECK Ftg /Soil Friction = 0.450 Tot Lateral Soil @ Tot Not. Used = 0.00 in (- )Passive Factor of Safety = 1.55 (- )Friction Add'' Force Req'd FOOTING DESIGN Force *1.5= Pressure = in - 0 plf = 0 plf 0.00 in - 0.0 psf = 50.0 psf No No 0 plf 0.00 in 0.00 ft 0.00 ft CL= soil = 0.00 ft s Square = 1.67 ft - 1.00 ft = 2.67 ft = 14.00 in - = =s= = - cssis - 1.64 :1 1.55 :1 • 76.03 psi = 5.9 psi = 3.5 psi 851.3 0 415.9 0 461.5 1 0.0 0 -- Heel -- f'c = 2,000 psi O paf Fy = 60,000 psi O ft-r0 Upward soil pres. used on heel 113 ft -0 Rebar Choices 113 ft -0 Toe(bot) Heel(top) 14 Not Reqd in Not Reqd in 3.49 psi I5 @Not Regd in Not Regd in 76.03 psi 06 Not Reqd in Not Regd in 2.50 in 07 Not Reqd in Not Reqd in 11.00 in 18 Not Reqd in Not Regd in 0.0 19 @Not Reqd in Not Regd in 010 Not Reqd in Not Reqd in FROM • Kathy ♦LPL' LJVn uwalaunuu.1, in..., t 512 6TH ST, STE 200 KIRKLAND, WA 98033 • (Values shown for concrete stems have been factored) Pg 2 of 2 I- Descending Stem Sections, Highest @ Left -1 Stem Construction Data Highest (use columns from left to right) DESIGN HT. ABOVE FTG. ■ '0.00 WALL TYPE ABOVE HT. :Concrete Thickness (nominal) = 6.00 Rebar Size = 1 5 Rebar Spacing - 16.00 Rebar Placed at : Center DESIGN DATA fb /Fb + fa /Fa - 0.288„ Lateral Load @ Design Ht = 632 1 MOMENT Actual = 854 ft -0 Allowable - 2,959 ft -I SHEAR Actual ▪ 17.55 psi Allowable = 107.52 psi Embedment Length Req'd - 6.00 Wall Weight = 75.0 psf Rebar Placed at Depth 'd'- 3.00 in MASONRY DATA. f'm = psi Fs = psi Grouting : Special Inspection : n : Ess /Em = Short Term Increase - CONCRETE DATA f'c = 4,000 psi Fy -. 60,000 psi SUMMARY OF FORCES it MOMENTS I- Overturning Moments -I- Resisting Moments -1 Origin of Force: 1 ft ft -I 1 ft ft -I Heel Active Press. = 621 1.74 1,077 Soil over Heel - 211 2.42 511 Toe Active Press. = -53 0.51 -27 Soil over Toe - 72 0.84 60 Sloped Soil @ Heal = 0 0.00 0 Adjacent Ftg. Load = 0 0.00 0 0 0.00 0 Surcharge @ Heel a 0 0.00 0 Surcharge @ Toe = 0 0.00 0 0 0.00 0 Axial Load on Wall - 0 0 0.00 0 Load @ Proj. Wall = 0 0.00 0 Averaged Stem Wta. .. 275 1.92 528 Earth Behind Stem = 0 0.00 0 Added Lateral Load = 0 0.00 0 Footing Weight = 467 1.34 624 Key Weight - 0 0.00 0 Vert. Component of - 0 0.00 0 Active Press TOTALS a 568 1,050 1,026 1,723 Totals used for Soil Pressure, Pv Not Included= 1,026 1,723t FAX NO. : 7808621 r ..c. 15 1999 03:20PM .P3 J i..iY . i..• , • Descr: SECTION A .%GENERATOR PIT //N - Page of Job I: 99084A By:SR Date: 12/06/99 RetainPro 3.18(c)1994 File:93023A.RPF STEM DESIGN ft in in FROM : Kathy FAX NO. • 7808621 - 12-01-199Y 9 : bk+AM hHUMO-bUN"ISUURUAUtS 4190404O5+ 1 NSL$OPIPOURDAGES Ceatalt log guineas a Orioles of1a /rewe7ee Design Creep. Ise. 511 Sixth Street fartM.111te 202 • Kirhlata 1. WA 11033 (42S)127•5915 • FAX (421)1714150 lafti CactVxw I. '41(‘A) ef-ref (tiv) 3'°"W • ..�� 04 Iz is. i.Z . . E to..)*.th t � g ) It • 4 b 2 7 4 I) oC ' / 1. a ) ' 4S e 7S G )c C 3 J IG 445.e *►ec. 15 1999 03:21PM • P4 �... 4; c. J ,? ••/ 7s COG ' '. 24. S 4 U� ... e ll, Wi4 Id ,i-;U/,/ . . ytr. (vz..z� PO 15 , /3.€.? � <•� 7 . r4/ :C oc 'c. 4.4i;//r7 r••c, 1 ://8 a 0 ) - /# z(- 1 / 444 /( • • 19k 5C2 �I: -9949939 4404043933390g*Ti999313.933 1317~i FROM : Kathy • 1 184 FAX NO. • 7808621 1 01_21 200.0* U. . - 200 . :0# LL • , • 9 ,, • -,., • , • . Pp= 1134 * 1 . • .• 0 1, .•_.. • • e c. 15 1999 03:21PM • P5 8.0*, Ecc 0.00in 0.0*, Ecc= 0.00in FROM : Kathy _ FAX NO. : 7808621 DRC. 15 1999 03:22PM . P6 ..1.4wymAl whoutwarviiy, /Alt taLid 1.1 %...L. AULI wirAn ',Amu .m.AL5a1 512 6TH ST, STE 200 , Descr: seg- 5 KIRKLAND, WA 98033 Page of Job 1: 99084 By:S/Rew. Date: 12/14/99 RetainPro 3.1B(c)1994 File:93023A.RPF SOIL DATA Allowable Bearing = 3,000 psf Active Lateral EFP = 30.0 psf ....Slope Active = 0.0 psf ..Active Press Limit = N/A psf Bkfill Slope(0=level)m 0.0:1 Passive Lateral = 300 pcf Soil Density = 110.0 pcf soil Ht over Toe = 9.0 in ADDED LATERAL LOADS Lateral Load Acting On Stem Above Soil = 20.00 psf Add'l Lateral Load = 0.0 pif ...height to stop = 0.00 ft ...height to start = 0.00 ft Retained Height = Wall Ht. above soil = 1 Total Wall Height = 1 Key Depth = Key Width = Key Dist. to Toe = 0 CANTILEVERED RETAINING WALL DESIGN Pg 1 of 2 ====..emmemmuumm===-=...mlowel SUMMARY Pressure @ Toe Pressure @ Heel Allowable Press. Eccentricity Resultant Outside Note: Pv Not Used Ftg/Soil Friction Soil @ Toe Not Used Factor of Safety (Using ACI Factors)- ACI 9.1 Pressure = Nu - Upward Mu - Downward = Mu - Design One-Way Shear: vu = vn=2(ffc)1/2*.85= Rebar CL To Edge = Depth to steel Ru = Mu/bdA2 Min. Rebar Ratio = ADDED VERTICAL LOADS Axial DL on Stem = 200 pif Axial LL on Stem ..Ecc Left of Stem CL = Surcharge over Toe Surcharge over Heel Using Surcharge to resist overturning @ Heel : Toe ADJACENT FOOTING Vertical load ...Ecc. (Toe side +) Footing Width (perp) = Face Top Stem to Ftg. CL= Ftg. Base Above/Below Soil At Wall Face (4-1-) - Footing Type WALL & FOOTING DATA 0.50 ft Toe Width 9.00 ft Heel Width 9.50 ft 0.00 in 0.00 in Thickness .000 ft = 1,504 psf 0 psf 2- 3,000 psf = 23.17 in Middle Third for Soil Pres. SLIDING CHECK Total Width Factors of Safety: Overturning = Sliding m Allowable Shear = 1-Way Shear @ Toe = 1-Way Shear @ Heel = 0 plf 0.00 in 0.0 psf 0.0 psf No No 0 pif 0.00 in 0.00 ft 0.00 ft 0.00 ft : Square 3.00 ft • 3.00 ft = 6.00 ft = 24.00 in 1.57 :1 5.49 :1 76.03 psi 7.3 psi 5.9 psi = 0.350 Tot Lateral Force*1.5= 540.5 • = 0.00 in (-)Passive Pressure = 1,134.4 0 5.49 (-)Friction = 844.4 1 Add'l Force Reed = 0.0 0 FOOTING DESIGN --Toe--- --Heel-- f'c - 2,000 psi 2,106 0 psf Fy 0.. 60,000 psi O 1 ft-# Upward soil pres. used on heel O 2,236 ft-0 Rebar Choices 3,610 2,235 ft-0 Toe(bot) Heel(top) Mu-Stem! 14 @Not Reqd in Not Reqd in 7.32 5.86 psi 05 @Not Reqd in Not Reqd in 76.03 76.03 psi 16 @Not Reqd in Not !Wald in 3.50 2.50 in 07 @Not Reqd in Not Regd in 20.00 21.00 in 08 @Not Regd in Not Reqd in 0.0 0.0 09 @Not Reqd in Not Reqd in Reqd q n n 0.0018 110 @Not Re d in Not Re d i. 1 i• FROM Kathy . FAX NO : 7808621 • i 2-0 ! -1998 . t 0 01 AM . FF2Ct = SON' BOUROACf S 4268284860 NELSON- BOURDAGE$ tau: u o .bb Nom •�'" Tower Fence Column et ILO On maw • Total Load • CMRurmrp Moment o 0■ DlomoM s Column Wet • Colunit Flbnpb THinmens Nom imam t $0* 1 Bet! Sock* From Column = 1.A K 20.01 K4t 101.00 In 0.10 in 7.00 in 0.26 in 10.00 In 1.00 In 0Z)." k &t,aw so". t Z!,4- Project Info Project Address Lana Networks Number of Fixtures Date 12/15/1995 12201 Tukwila International Blvd. Covered Parking For Building Department Use 0.2 W /ft 1 Tukwila, 101 --- ____ --- 0.2 W /ft .. _. ..... - Applicant Name: Lana Networks a/o labey Cargo titian . ._ . ' . ; - (•' - .'ills,: -::. :, ' Applicant Address: 101 Hiliott Ave. N., suit. 40 , Seattle, 101'91119 ' , t Applicant Phone: Haynes Lund, (206) 291 -4200 . ,'1 c Location Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Covered Parking 0.2 W /ft Open Parking 0.2 W /ft Outdoor Areas 0.2 W/ft Alteration Exceptions (check appropriate box) ❑ No changes are being made tai the lighting- Number of Fixtures • Less than 6096 of the fbctures 4e new; and instaliedllghtina.wattsage is not being increased Watts Proposed Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Covered Parking 0.2 W /ft Open Parking 0.2 W /ft Outdoor Areas 0.2 W/ft Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts Location Description Allowed Watts per ft or per If Area in ft (or If for perimeter) Allowed Watts x ft (or x If) Covered Parking 0.2 W /ft Open Parking 0.2 W /ft Outdoor Areas 0.2 W/ft Bldg, (by facade) 0.25 W /ft Bldg. (by perim) 7.5 W /If Note: for building exterior, choose either the facade area or the perimeter method, but not both) Total Allowed Watts 1991 Washington State Nonresidential Energy Coda Compllinot Forms Maximum Allowed Lighting Wattage (Exterior o l Proposed Watts may not exceed Total Allowed Watts for Exterior 1994 Washin. ton State Nonresidential Ener. Code Com.Hance Form Lighting Summary LTG -SUM Project Description Compliance Option New Building ❑ Addition ❑ Alteration iurizu tho 11u,...... i - ' 3 c r ox lip rm Ra'-otp+ cf C .. 0 Prescriptive 0 Lighting rower, Allowance roved plans l iatigl r dis (See Qualification Checklist (over Indicate Prescriptive 8 LPA spaces clearly on plans.) Maximum Allowed Lighting Wattage (Interior) [ r' :: — Armed Watts per ft Location (floor /room no.) Occupancy Description From Table 15-1 (over) - document all exceptions on form LTG -LPA Area in ft Total Allowed Watts Allowed x Area Proposed Lighting Wattage (Interior) (May not exceed Total Allowed Watts for Interior) Proposed Lighting Wattage (Exterior) (May not exceed Total Allowed Watts for Exterior) � 99 - Oy 3S Total Proposed Watts June, 1905 DEC 1 6 1999 PERMIT CENTER Use' LPA (1N /ft Use' LPA (W /R Painting, welding, carpentry, machine shops 2.3 Police and fire stations 1.2 Barber shops, beauty shops 2 Atria (atriums) 1 Hotel banquet/conference/exhibition hat" 2 Assembly spaces ° , auditoriums, gymnasia ° , theaters 1 Laboratories 2 Process plants 1 Aircraft repair hangars 1.5 Restaurants/bars 1 Cafeterias, fast food estabiishments 1.5 Retail A' 1 Factories, workshops, handling areas 1.5 Retail B 10 , Retail banking 1.5 Gas stations, auto repair shops 1.5 Locker and /or shower facilities 0.8 Instltutbns 1.5 Warehouses'', storage areas 0.5 Libraries 1.5 Aircraft sbrage hangars 0.4 Nursing homes 1.5 Parking garages SIN SKIM 1532 Wholesale stores (pallet rack shelving) 1.5 Mall concourses 1.4 Plans Submitted for Common Areas Only' Schools buildings, school classrooms, day care centers 1.35 Common area, corridors, lobbies (except mall concourse) 0.8 Laundries 1.3 Toilet facilities and washrooms 0,8 Office buikings, off cetadministrative areas in facilities of other use types (including but not tmited to schools, hospitals, institutions, museums, hanks, churches) 1.2 Prescriptive Spaces Occupancy: Q Warehouses, storage areas or aircraft storage hangers Q Other Qualification Checklist Note: If occupancy type is "Other" and fixture answer is checked, the number of fixtures in the space is not limited by Code. Cleary Indicate these spaces on plans. If not qualified, do LPA Calculations. Lighting Fixtures: Check here If at least 95% of fixtures in the space meet all four criteria: 1. Fixtures are fluorescent, non - lensed, with only one or two lamps, and 2. Lamps are T -5, T-6, T-8 or PL, and 3. Lamps are 5-50 Watts, and 4. Ballasts are electronic ballasts 1994 Washin .ton State Nonresidential Ener. Code Com . liance Form Lighting Summary ( k) LTG-SUM Table 15 -1 Unit Lighting Power Allowance (LPA) for Interior Lighting Footnotes for Table 15-1 1. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2. The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3. Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet 4. For all other spaces, such as seating and common areas, use the Unit Light Power Allowance far assembly. 5. Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6. Includes pump area under canopy. 7. In cases in which a lighting plan is submitted for only a portion ofa floor, a Unit Lighting Power Allowance of 1.35 may be used for usable office floor area and 0.80 watts per square foot shall be used for the common areas, which may include elevator space, lobby area and rest rooms. Common areas, as herein defined do not include mall concourses. 8. For the fire engine room, the Unit Lighting Power Allowance is 1.0 watts per square foot. 9. For indoor sport tournament courts with adjacent spectator seating, the Unit Lighting Power Allowance for the court area is 2.6 watts per square foot. 10. For both Retail A and Retail B, light for free - standing display, building showcase illumination and display window illumination installed within two fed of the window arc exempt. Retail A allows a Unit Lighting Power Allowance of 1.0 watts per square foot. Ceiling mounted adjustable tungsten halogen and HID merchandise display illuminaries are exempt Retail B allows a Unit Lighting Power Allowance of 1.5 watts per square foot, including all ceiling mounted merchandise display luminaries. 11. Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defin computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area ( of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. LA DEC 1 6 1999 PERMIT CENTER DEPARTMENTS: B ldi" g Division • Z -z.00 ry�{blic Work Structural FERMIT COORD COPY PLAN REVIEW /ROUTING SLIP D99 -0435: DATE:: 1 -5 =2000 ECT`:NAME:.ZAMA NETWOR riginal Plan.Submittal XX Response to;Incomplete Letter #:;r Revision' Fire Prevention DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route Incomplete n Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved \PRROUTE.DOC 5/99 Approved with Conditions r c..! C xio PI "nning Division I Permit Coordinator DUE DATE: 1 -6 -2000 Not Applicable ri No further Review Required ri REVIEWER'S INITIALS: DATE: DUE DATE 2 -3 -2000 Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved Approved with Conditions ri Not Approved (attach comments) El REVIEWER'S INITIALS: DATE: DEPARTMENTS: g Division 12 Public Works Complete ❑ 'F��o'T; -3,e fit$ "a ;'�:*.�" ° -z1`: PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP D99 -0435 CTNAME :.`ZAMA NETWORKS' )n Plan Submittal Response to Letter. espouse <toCorrectionLetter ■ Fire Pre ention / Liz- - Structural Incomplete MA Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Th rs.) DUE DATE: 2 -21 -1999 Comments: kle t fiQY 4 1 WOW Iz NAq TUES /THURS ROUTING: Please Route Structural Review Required ri No further Review Required ff1$ Y71k� A't G +7t3oa'P41x Not Applicable REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: U'RROUTE.DOC 5/99 DUE DATE 1- 18-2000 Approved with Conditions Not Approved (attach comments) ❑ DUE DATE Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWER'S INITIALS: DATE: t i • IN DEPARTMENTS: Buil kf4 Public Works 4 :Yw kz;7E f . "res it': ent ,0i- `o:4v Viar,fl; 'k?LAnn;%.ny#.1" ri ". s "t Fyn" ' " l am tr. PERMIT C00RD-ape PLAN REVIEW /R0�7T SLIP ACTIVITY NUMBER: D99 -0435 PROJECT NAME ZAMA NETWORKS SITE ADDRESS: 12101 TUKWILA INTERNATIONAL BL Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # XX Revision # 1 After Permit Is Issued DATE:. 4 -7- 2000 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete g Incomplete Not Applicable n Comments: TUES /THURS ROUTING: Please Route IZ Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions Y'I KUUII JNM WI rev Fire Prev4 Structural x Wf Planning Division Permit Coordinator No further Review Required 42 1�fv,i� 17d�Pa�2akt. n 11 DUE DATE: 4 -11 -2000 n DATE: DUE DATE 5 -9 -2000 Not Approved (attach comments) REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: ACTIVITY NUMBER: D99 DATE: 4 PROJECT NAME: ZAMA NETWORKS SITE ADDRESS: 12101 TUKWILA INTERNATIONAL BL Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # XX Revision # 1 After Permit Is Issued DEPARTMENTS: Building Division Public Works Complete PLAN REVIEW/ROUTING SLIP n Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Comments: L J FZe1 StA.nke,v. tl INe ¼ s epetraAre. TUES/THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: , APPROVALS OR CORRECTIONS: (ten days) MO1/11.001' seri Approved Approver REVIEWER'S INITIALS: • CORRECTION DETERMINATION: Fire Prevention with Conditions [1 PIgnning Division Permit Coordinator No further Revie Req ired DATE: t t 00V n n DUE DATE: 4-11-2000 Not Applicable 64, u, ey- ecAe Loa ie.tQ44,uct., DUE DATE 5-9-2000 Not Approved (atta h com ents) DATE: DUE DATE Approved ri Approved with Conditions Not Approved (attach comments) ri REVIEWER'S INITIALS: DATE: ..:A ; ;;;4c:.d1,!i�2it•" ' }'N'r.L t[�r:��-: irSPg.. ,«xt ^�'n1 iP` i "('4% :> 'ash'.k' '.».:via5oclAT,rArt ' i :�"vt"�, sY.PFYt DEPARTMENTS: Building Division Public Works n c Response to Correction Letter # Fire Prevention Structural PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D99 -0435 DATE: 4 -7 -2000 PROJECT NAME: ZAMA NETWORKS SITE ADDRESS: 12101 TUKWILA INTERNATIONAL BL Original Plan Submittal Response to Incomplete Letter # DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) REVIEWER'S INITIALS: 5 N CORRECTION DETERMINATION: wKgc l 1t SFFl Incomplete Structural Review Required 11 n n •Affialfdret:9c.9:1 : tE "I7i iiS: ct rinr raanaw eTxe ennr ra.: o.,,tom �«n, n.e� .After Permit.Is Issued Planning Division Permit Coordinator DUE DATE: 4 -11 -2000 Not Applicable n No further Review Required DUE DATE 5 -9 -2000 n n DATE: Approved n A roved with Conditions Not Approved (attach comments) n DATE: 4)/O 6 DUE DATE Approved Approved with Conditions Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: ; CTIVITY NUMBER: D99 -0435 DATE: 1 -5 -2000 PROJECT NAME: ZAMA NETWORKS Original Plan Submittal XX Responselo Incomplete Letter # 1 Response to Correction Letter # Revision # — After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ri Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved ri Approved with onditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: DUE DATE Approved Approved with Conditions El Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: \f'RROUTE.DOC 5/99 " -..0. .vg$. -e ar.,. Structural Review Required Fire Prevention Structural tn_;,r1 Y„^R•L`C17t'R'yOAS�C i6ttYJAA PLAN REVIEW /ROUTING SLIP n :.fYNFiF1'_igYG`.2�Y'£S��Nn : �Vx+' A'.'. iYT +:hA4NiKWnTtM.\t9EN+M.N.lXSA'M Planning Division Permit Coordinator No further Review Required n DUE DATE: 1 -6 -2000 Not Applicable ri DATE: \ b 2C a-D DUE DATE 2-3-2000 Not Approved (attach comments) ri DATE: 'Z 21227 ;", "Y. :: ":.F'x;= . <tx: §' orit? 34' i£ e[ is27t5 :V :0044;t5int,'Yiti7i<. ; At*,!'. VAUlS id lSi`'.�?? PLAN REVIEW /ROUTING SLIP ACT IVITY NUMBER: D99 -0435 DATE: 1-5-2000 P ROJECT NAME: ZAMA NETWORKS Original PIan Submittal XX Response to Incomplete Letter # _1 Response to Correction Letter # Revision # . 'After. Permit Is Issued DEPARTMENTS: Building Division Public Works n Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ff Incomplete Comments: TUES /THURS ROUTING: Please Route ri Structural Review Required REVIEWER'S INITIALS: \PRROUTE.000 5/99 3Y.#4:4•+ 0.1".. 01t.COMM'Ci4. W. .111A. 6t1Z k4nV,?YVeaerti.O erdwarr ^rnseosnairelnnnv7xnID∎ n \ DATE: Planning Division Permit Coordinator DUE DATE: 1 -6 -2000 Not Applicable n No further Review Required '1 4 (WD•p ❑ v APPROVALS OR CORRECTIONS: (ten days) DUE DATE 2- 3-2000 Approved ri Approved with Conditions ri Not Approved (attach comments) ( 1 REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) 11 REVIEWER'S INITIALS: DATE: tav ;5,t qS.;,i''z`rt hC' Tfa.n r e,141717/ DEPARTMENTS: Building Division Public Works Approved \PRROUTE.DOC 5/99 igrx*cr ti* PLAN REVIEW /ROUTING SLIP VITY.NUM D99 -0435 DATE:. 1 -5 -2000 JECT`NAME: ZAMA NETWORKS Original Plan Submittal Response to Correction Letter #._ XX Response to Incomplete Letter # Revision # After Permit Is Issued. ■ Complete ❑ Incomplete Comments: 66 Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) TUES /THURS ROUTING: Please Route 5 Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved ❑ Approved with Conditions n Planning Division Permit Coordinator DUE DATE: 1 -6 -2000 Not Applicable E No further Review Required REVIEWER'S INITIALS: DATE: /41P 6.00 DUE DATE 2-3 -2000 Approved with Conditions n Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: •. REVIEWER'S INITIALS: n \ :' 'f ?' ��,i+:.1».iMi,:+.'r :.�..1�`i't•q,..,..�Y'S �. �.ny. „Kry i + ^'��. ,a fliY`: rXYMll.:ti ..` t' kl;!': I X �i� .k��,�Y`I�t'4�IS'.f:{ .!�f L'�'-"�ZS?:Y 'a.;y x'YtiMtll'.'F�t.'rFkr n._ tvxnf ;1,',', y ';.lr.,�`r' + {,f • +„ ? . ,e ,,.,, rl ;:1,.x1...1 '��;�r....n.. «o"i'n.i.4"';�..,. .. n., .,c ,�w't,. t' :.l�.,..,? . .. .d' .... 2Sh .. msrl. irw«a •••�ina+nwrw.w a+a DEPARTMENTS: Building Division Public Works Approved \PRROUTE.DOC 5/99 c C PLAN REVIEW /ROUTING SLIP UMBER: D99 -0435 !ROJECT?.NAME ZAMA NETWORKS X Original Plan Submittal Response to Correction Letter # DATE: 12- 16 -99 Response to Incomplete'Letter# Revision # After Permit Is Issued • DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete n Incomplete Pc Comments: 1? OC? to CA.LQb t11ENCE. APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: Fire Prevention Structural ,tits n REVIEWER'S INITIALS: Approved with Conditions REVIEWER'S INITIALS: Planning Division Permit Coordinator n DUE DATE: 12 -21 -1999 Not Applicable 4 ' ztnT t N ct - Da-rat Ls TUES /THURS ROUTING: Please Route n Structural Review Required No further Review Required DATE: 12-2 -1 —9 1 DUE DATE 1 -18 -2000 Approved n Approved with Conditions n Not Approved (attach comments) n DATE: DUE DATE Not Approved (attach comments) DATE: .. Wsc,•.,e �.. ca'w., =r: irus.Y t y:1 Mit.A744%.TNti47,4VZ DEPARTMENTS: Building Division Public Works Complete n Comments: WRROUTE.DOC 5/99 n C Incomplete Approved u Approved with Conditions REVIEWER'S INITIALS: S42 Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) n tIznCYI.i LtA: PLAN REVIEW /ROUTING SLIP ;CTIVITY NUMBER: D99 -0435 DATE: 1246 -99 ' ROJECT "NAME: ZAMA NETWORKS: XX . Original =Plan Submittal Response to Incomplete Letter # Response;to Correction Letter # Revision # _ After:Permit,Is Issued Planning Division Permit Coordinator DUE DATE: 12 -21 -1999 Not Applicable n TUES /THURS ROUTING: Please Route Structural Review Required n No further Review Required Not Approved (attach comments) DATE: 1� n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE 1- 18-2000 CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions C Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: NUMBER: .9 -0435 DATE:. 12 -16 =99 iJECT NAME: ZAMA NETWORKS Original. Plan Submittal Response to Incomplete. Letter. Response to Letter # _ Revision # _ After Permit Is Issued DEPARTMENTS: Building Division n Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete E Incomplete n Comments: TUES/THURS ROUTING: Please Route 04 Structural Review Required REVIEWER'S INITIALS: L'-1 APPROVALS OR CORRECTIONS: (ten days) Approved PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Approved with Conditions C Planning Division Permit Coordinator DUE DATE: 12 -21 -1999 Not Applicable 1 I No further Review Required n DATE: /2 — 2-1 —' DUE DATE 1-18 -2000 Not Approved (attach comments) Li REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved Approved with Conditions n Not Approved (attach comments) El REVIEWER'S INITIALS: DATE: u'KROUTE.DOC 5/99 u.rencii N, �. cvbl':' xwi ':adlitle;.iM.xrd�Yw(m]•t`�v� S'h"�j:w� l 4ilGJ Y .E:;�'7i¢i75�'iP :32iC.'L'£i(1;+ PAY+"/ AX' iafi: ��. A! G• S' rit,".+ nM'. t4A! Y�+ Nttlt ctlf 6tt* NMrorkN +rCJfO'�f..MR4M<f�.A[f�+'f�l P. M'! a+ 1. rrvaw. r: M1Uw ..x.vwv�+rwv..,.nwn�w.rcwa..wv. ..+..r.+ ACTIVITY NUMBER: D99 -0435 DATE: 12 -16 -99 ROJECT NAME: ZAMA NETWORKS XX ` Original Plan.: Submittal. Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12 -21 -1999 Complete n Comments: TUES /THURS ROUTING: Please Route Approved \PRROUTE.DOC 5/99 r PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete n Not Applicable Structural Review Required APPROVALS OR CORRECTIONS: (ten days) n C Planning Division Permit Coordinator n n No further Review Required n REVIEWER'S INITIALS: DATE: DUE DATE 1- 18-2000 Approved with Conditions Not Approved (attach comments) ❑ REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ REVIEWER'S INITIALS: DATE: Date: 44 3k B OO City of Tukwila Department of Community Development Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fad etc. Plan Check/Permit Number: P99. r 43 5 Response to Incomplete Letter # 1 0 Response to Correction Letter # ❑ Revision # after Permit is Issued Project Name: IMPRove- rviemir Foe- - ZPSM E`rWc K , Project Address: 1 V1 01 `f ►e.-v,/ i La- 1 KIMILIJAfert Contact Person: l- er∎P S L-{l.J D Phone Number: ?1X0- Z81 -e51 o0 Summary of Revision: Paz v o 'Jcx -Ur� cA, U tA.pr1 on! s Foe_ C00 ry- Tep v i rasz- >o ,l c g4ucs - rE a sH -toil o cJ y HECEIVED CITY OFTUKWwA JAN— '120110 PERMIT CENTER John W. Rants, Mayor Sheet Number(s): n.4 q-t. CA-Le-v c eAls RTh Twat) 4 1 rev 4 "Cloud" or highlight all areas of revision including date of revision ,-, ,_, Received at the City of Tukwila Permit Center by: t l\ '4VY1� U(1 Entered in Sierra on 1 S1 ZOO t 06/29/99 6300 Southcenter Boulevara4 Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 112 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # ( after Permit is Issued Contact Person: 1- 1A.YnJ "Jr, City of Tukwila John W Rants, Mayor Department of Community Development Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 7 Ad' L. QO Plan Check/Permit Number: 129 9 "` 0 4' Project Name: TI Felt. ` LAMA I•161'wotzws es I .Wes.-r Project Address: 1 2.1 O 1 1Z J I LA 1/J- rerLP4AtrtonVet.. Phone Number: ? - Z1 -524 9 Summary of Revision: e x - T i m 1 .eV I S I oN S A!, J _• •c_ .. 2.4_ Pxpar-Ai at O M We3 AcR.LerA. O NTO � �o otr_ = 3. t21 A. N \L W ( LL uNb . 'New PEleJ.A -t A hpi_kcA t -r �a4 PE N . Lu K , 1sJ E Lse tt Sheet Number(s). "Cloud" or highlight all a eas of revision including date of revision Received at the City of Tukwila Permit Center by: (I - Entered in Sierra on `"1 1 " RECV KD ALA PERMIT CENTER - t$ I Ir."' A. 1, C , 42, I .z,z, A213 Ate4 I5, a2. ) S, O _ o A.be• ..:..1 _- .o 1.9, •9.Z • 06/29/99 litsbk 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 City of Tukwila C� t John W. Rants, Mayor Department of Community Development Steve Lancaster, Director � t 4 frpjtas..rl Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 7 AM. ©O Plan Check/Permit Number: . 1799 O 4 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # ( after Permit is Issued Project Name: TI Pole: MAX L Q r oz e iL = ,W@ Project Address: 1 � N rt .wi. ��rtrc.IJAronlit "�N/ , Contact Person: - 6+{nJ ES u nJ a Phone Number: 2.0G. - Z11-e 4 Summary of Revision: G[vrw g1RM.. MC- 441.•raC * 1-nt ArL. 1 - VI S l ont .4rvfl C - 0 4 3 ( 4 - 1 = 4 , J.e. - r - I o I• C A-Pac jc 1 n1 CA- UV /A/G.- i& 1 nJ Cam- pJ Ems/ rues— To tc s/J401... -r D r��c F. Ay-14 51 0 Ni dD We eV. ac12.814 ONTO FL e - F Received at the City of Tukwila Permit Center by: [�— ntered in Sierra on "t" ` RECEIVED L1f1 ' orT l ( nrl PERMIT ceNTER ■"'t1 • 1 r... GrZS, Ati,© 4..Z.1 / A.Z.Z 1 A213, A,Ze4,AZ, x 2.35, Sheet Number(s): , ,0 k 0 ))1,o M6,1, Aci.o A9, 2 1131 •82 "Cloud" or highlight all aieas of revision including date of revision 06/29/99 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 4313665 Revision - No.. Date Received Staff Initials Staff Initials Date Issued 1 1 - '"Staff Initials IL i 1 i-1.7 - 00 I T8 ' Received By: _ Summary of Revision: Gcn ent �/ , < tJ't l4- a c -urw. revisions jr ekia„si d". 0 3. ILL _. r • .d r • Received By: • Revision No. Date Received Staff Initials Date Issued Staff .:. Initials 1 1 I 1 Summary of Revision: Summary of Revision: ' Received By: _ Revision No. • Date Received Staff Initials Date Issued Staff Initials 1 1 1 Summary of Revision: Summary of Revision: Received By: Revision I No. Date . Received I Staff I Initials Date Staff Issued 1 Initials 1 ...__..... • • 1 Summary of Revision: Summary of Revision: Received By: • Revision No. Date Received Staff Initials Date - Issued Staff initials Summary of Revision: Received By: PROJECT NAME• Site Address: REVISION LOG PERW ' NO :. 1) Original Issue Date: (please print) (please print) (please print) (please print) (please print) Fire Department Review Control #D99 -0435 (510) Dear Sir: City of Tukwila Fire Department April 28, 2000 Re: Zama Networks - 12101 Tukwila Intl. Blvd., Suite # The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. One or more portable fire extinguishers having a rating of not less than 20 -B shall be located not less than 10 feet (3048 mm) or more than 50 feet (15240 mm) from any Class I or II liquid storage area located outside of a liquid storage room. (UFC 7902.5.11.5.2) 2. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) Portable fire extinguishers shall be securely installed on the hanger or in the bracket supplied, placed in cabinets or wall recesses. The hanger or bracket' shall be securely and properly anchored to the mounting surface in accordance with the manufacturer's instructions. The extinguisher shall be installed so that the top of the extinguisher is not more than 5 feet above the floor and the clearance between the bottom of the extinguisher and the floor shall not be less than 4 inches. Extinguishers shall be located so as to be in plain view g (if at all possible), or if not in plain view, they shall be identified with a sivn stating, "Fire Extinguisher ", with an arrow pointing to the unit. Steven M. Mullet, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -S7S -4404 • Fax: 206 -S7S -4439 City of Tukwila Fire Department Page number 2 Steven M. Mullet, Mayor Thomas P. Keefe, Fire Chief (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) Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. (NFPA 10, 4 -3, 4 -4 and 4 -4.3) Every six years, dry chemical and halon type fire extinguishers shall be emptied and subjected to the applicable recharge procedures. (NFPA 10, 4 -4.1) If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 3. Exit hardware and, marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212) No point in a sprinklered building may be more than 250 feet from an exit, measured along the path of travel. (UBC 1004.2.5.2.2) Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (UFC 1207.3) Gates and barriers shall be openable without the use Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 City of Tukwila Fire Department Page number 3 Steven M. Mullet, Mayor Thomas P. Keefe, Fire Chief of a key or any special knowledge or effort. Gates and barriers in an exit shall not be locked, chained, bolted, barred, latched or otherwise rendered unopenable at times when the building or area served by the exit is occupied. (UFC 1208.2) When two or more exits from a story are required, exit signs shall be installed at the required exits and where otherwise necessary to clearly indicate the direction of egress. (UBC 1003.2.8.2) Exits shall not pass through kitchens, storerooms, restrooms, closets or spaces used for similar purposes. (UBC 1004.2.2) When two or more exits from a story are required and when two or more exits froma room or an area are required, exit signs shall be illuminated. (UBC 1003.2.8.4) 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) Manually operated edge- or surface- mounted flush bolts and surface bolts are prohibited. When exit doors are used in pairs and approved automatic flush bolts are used, the door leaf having the automatic flush bolts shall have no door knob or surface- mounted hardware. The unlatching of any leaf shall not require more than one operation. (UFC 1207.3) 4. Maintain sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -S7S -4404 • Fax: 206 - 575.4439 city of Tukwila Fire Department Page number 4 Thomas P. Keefe, Fire Chief All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 5. Maintain automatic fire detector coverage per N.F.P.A. 72. Addition /relocation of walls, closets or partitions may require relocating and /or adding automatic fire detectors. 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 #1742) (UFC 1001.3) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 6. Key box - When access to or within a structure or an area is unduly difficult because of secured openings or where immediate access is necessary for life - saving or fire - fighting purposes, the Chief may require a key box to be installed in an accessible location. The key box shall be a type approved by the Chief and shall contain keys to gain necessary access as required by the Chief. (UFC 902.4) Steven 'M. Mullet, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 - 575.4404 • Fax: 206 -575 -4439 ; ri Cizy of Tukwila Fire Department Page number 5 7. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) Steven M. Mullet, Mayor Thomas R Keefe, Fire Chief An aisle to and working space shall be provided for each electrical panel. An aisle width not less than 24 inches shall provide access to the panel and 30 inches of working space shall be provided directly in front of the panel. (NEC 110- 16(a), NEC 110- 16(c)) Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) 8. Hazardous materials shall not be released into a sewer, storm drain, ditch, drainage canal, lake, river or tidal waterway, or upon the ground, sidewalk, street, highway or into the atmosphere. (UFC 8001.5.1) 9. Satisfactory provisions shall be made for containing or neutralizing spills or leakage of hazardous materials. (UFC 8001.5.2.3) 10. Material safety data sheets for all hazardous materials on the premise shall be readily available on site for emergency personnel. (UFC 8001.6) 11. Visible hazard identification signs shall be placed at entrances to locations where hazardous materials are stored, dispensed, used or handled in quantities requiring a permit. Individual containers, cartons or packages shall be conspicuously marked or labeled in accordance with nationally recognized standards. (UFC 8001.7) 12. "No Smoking" signs shall be conspicuously posted within and at all entrances to hazardous materials storage areas. 13. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. (UFC 901.4.4) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -S7S -4404 • Fax: 206 -S7S -4439 City of Tukwila Steven M. Mullet, Mayor Fire Department Thomas P Keefe, Flre Chief In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. (UFC 901.4.4) 14. 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. 15. Utility and detention vaults, located in fire apparatus access roads, shall be designed to withstand an outrigger load of 45,000 lbs. Contact this office for further information on vault lid requirements. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, SN The Tukwila Fire Prevention Bureau cc: TFD file ncd Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206•S7S•4404 • Fax: 206.575.4439 ember 22, 1999 Haynes Lund 101 Elliott Avenue W, Suite 330 Seattle, WA 98119 RE: Letter of Incomplete Application #1 Development Permit Application Number D99 -0435 Zama Networks 12101 Tukwila International BI Dear Ms. Lund: Sincerely, City of Tukwila Brenda Holt Permit Coordinator encl File: Permit File No. D99 -0435 Department of Community Development Steve Lancaster, Director This letter is to inform you that your permit application received at the City of Tukwila Permit Center on December 16, 1999 is determined to be incomplete. Before your permit application can begin the plan review process the following items need to be addressed. Building Division: Bob Benedicto, Senior Plans Examiner, at (206)431 -3676, if you have any questions regarding the following: 1. Provide structural calculations and footing details for "screen fence ". In order to better expedite your resubmittal a `Revision Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206)431 -3672. John W; Rants, Mayor 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. 6300 Southcenter Boulevar 4 Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 4313665 J /z/00 THU 16:27 FAX 206 281 0920 SL4BEY ARCHITECTURE cc: FILL GARDNER SCHUMACHER FK Yn&1r d IMnmr,linnsrel V linvfaw sndrnnnrnl Sabey Corg)bration //s LANG FAX TRANSMITTAL City of Tukwila, Building Department Date: 23- Mar -00 To: 6300 Southcenter Blvd Time: 4:30 PM Tukwila, WA 98188 Project*: 98.70.23 attn: OUANR GRIFFIN Project Intergate.West, Building C & ZAMA FAX: 206.431 -3665 Phone: 206433-0119 Number of Pages: 2 (Including this page) From: Haynes LOA ji + Re: BUILDING PERMIT NO'a. 099-0151 (Building C) and 099.0435 (ZAMA T.I.) Aetlarl Raoukad: X he Ind cUd 0 No action noiad 0 For slpntura and return NOTE 11 you do not wain all information es inderad, Ip a comet me at (2051 2814700 Irrenediateiv. t Foi(auincr Inspection Record No. 4, dated 3/23/00 ` 1 MAR 2 3 200(1 Ij001 rvnn hnM fPJli+� Comments Sabev Construction received the attached Inspection Report today from Da ll ► ( t :4 i iiVa his 2 issues regardinQthe exterior walls of Building C. The first issue involves the vapor barrier that has been installed on the inside of the exterior wall. The material that has been installed In some areas does not indicate that it has a Flame Spread rating of 25 or less. The inspector is correct that this material does not meet the requirements of the approved Construction Documents. Rich Gardner of Sabev Construction has indicated to me that this material will be removed and replaced with a vapor barrier that does comply with this requirement. Herrin of the Inspection Report also questions whether the black visqueen behind the windows is acceptable. This material is used strictly as a visual screen as part of the system to block off the exterior windows. It Is attached to and supported by a furred wall that is not part of the exterior wall system- The visqueen is on the 'exterior' side of that furred wall, so it does not qualify as an interior wall finish as defined by Section 801.1 of the Uniform Building Code. Neither Chapter 8 nor the Flame Spread classifications of Table 8 -A apply to this material. As Architect of Record for the Tenant Improvements for ZAMA Networks (the Building Permit under which this partition is constructed, we believe that this material meets all requirements of the UBC. THIS FACSIMILE COMMUNICATION 10 INTENDED ONLY FOR THE UBE OF THE INDIVIDUAL DR ENTITY TO WHICH IT 10 ADDRESSED AND MAY CONTAIN INFORMATION THAT 10 PRIVILEGED AND CONFIDENTIAL. IF THE READER OF THIS COVER PARE 113 NOT THE ADDRESSEE, OR THE EMFLOYEE OR AGENT CIF THE ADDRESSEE, PLEASE OE ADVISED THAT ANY DIBeEMINATION, DISTRIBUTION. OR COPYING OF THIS COMMUNICATION le 9TAICTLY PRDHISITE°. IF YOU RCGEIVE THIS FACSIMILE IN ERROR. PLEASE NOTIFY UM IMMEDIATELY BY TELEPHONE AND MAIL THIS FACSIMILE TO US AT The ABOVE ADDRESS. THANK YOU. faxTukaldg.doc SAW( ARcHrruc 1. — 101 E.LIOIT AVE. WEST, SURg 990 -- SEATTLE, WA !7811! — MB) 2B1.8X -- FAX (2011) aa7fe6151 Pro14. f T Ins action: Ad resd s; D te called: E _ , - a • Specia instructions: 1 ` \/- Date w _. p .m, Reques - r: Phone: 4u, THU 16:28 FAX 206 281 0920 A (_, 1 .__ ....... _» .............. W...... w.. r...•+. n. e• ni. avwivxw• t. auu�s-. uww<,> xzi• ai.+r rr: .e�.xra�::r- wxsm,w�:xni ,. G OFYUKW Approved per applicable codes. COMMENTS: Z0 /Z0 39Vd NOrioneiSN00 AWClS Sabey Corporation INSPECTION RECORD Retain a copy with permit SPECTION NO. ILA BUILDING DIVISION 6300 Southcenter 8Ivd, #100, Tukwila, WA 98188 Date: �� -0436 PERMIT NO, (206)431 -3670 Corrections required prior to approval. .a•L cr9n A t 4 ., 1. � �a ( '1L( . q // An,/ "Ir 4'Z3 _ r_hfid,4 L a- G . 7e e, --, A .•070,.ii 1. 4^4.9 f/ Z_ AI-, 1 l u A ., / d Inspector: v3 Q $47,00 REINSPECTIO FEE REQUIRED, Prior to Inspection, fee must be paid at 6300 Southcanter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: EZZett;Z90Z SS :Pt 0002 /6Z /60 121 002 RE: ZAMA NE T W O R K Duane Griffin Building Official Dept. of Community Development City of Tukwila 6300 Southcenter Boulevard Tukwila, WA 98188 ZAMA NETWORKS, INC. INTERNATIONAL GATEWAY BUILDING 12101 INTERNATIONAL BOULEVARD SEATTLE, WA 98168.2569 TEL 206 352 9262 FAX 206 352 3915 URL www.zama.net Pacific View Office Park Building Permit Application for Tenant Improvements for ZAMA Networks, Inc. at 12101 Tukwila International Blvd Dear Mr. Griffin: r cep.- '3 f''LE CO7Y November 3 • . . '.:a cmissicn3 ��`,_; _ . : :r : r horize the violation cf r. or ordinance. Receipt of ccntrzctor's plans edatowledged. ZAMA Networks has leased floors F1 and F2 at 12101 Tukwila international Blvd (Building C of Pacific View Office Park). On 11/18/99 our architects, Sabey Corporation Architecture Group, will submit our application for a Building Permit for the Tenant Improvements at this location. This letter is submitted in support of that application to explain the uses that those tenant improvements have been designed to support. ZAMA Networks will use the space for our communications equipment as well as a co- location site for communication equipment for our clients. This equipment will take up the majority of our leased area. To support this equipment there will be Uninterrupted Power Systems for both the AC and DC power ways. All of these spaces primarily house equipment that is in constant operation. This equipment requires little maintenance, so a staff of 3 to 9 people will support these areas typically. There will be additional personnel in the equipment rooms when new systems are being installed, but the total number of personnel in these areas will never exceed 20. We will have a permanent office area on Floor F2. The aforementioned 3 to 9 people will use this area. The area includes a Conference Room for up to 14, most of whom will be visitors and a smaller Conference Room to be used by the staff of 3 to 9 assigned to the facility and at times as many as 5 to 8 visitors. There is also an area of temporary offices on Floor F2. This area will house a total of 40 people. Permanent office space for these people is under construction to be occupied late in 2000. All the temporary office personnel will relocate by 1/1/2001. Eventually, this area will be converted to an equipment area. We are providing this information so that your staff can more easily evaluate the Building Code issues for this project. ZAMA Networks is not a typical office tenant, and normal population counts based on standard office population densities do not apply. Please contact our representative, Haynes Lund, if you have any questions or require any further information. �q4 0'135 CITY OF TIUKWILA DEC 16 1999 PERMIT CENTER 9 uPARLING ELECTRICAL ENGINEERING LIGHTING DESIGN TECHNOLOGY CONSULTING 720 OLIVE WAY SUITE 1 100 SEATTLE, WA 98101-1853 P: 206- 667 -0555 F: 206- 667 -0554 1-800-667-0610 WW W.SPARLING.COM December 15, 1999 A CORPORATION Dear Haynes, Haynes Lund, Project Architect Sabey Corporation 101 Elliott Ave. W., Suite 400 Seattle, WA 98119 -4220 Subject: Battery Liquid Quantities r- 1. Uninterruptible Power Supplies (UPS's) 2. Direct Current (DC) power supplies Zbco93s r.r:'. ;:orizo the cr ordinance. Receipt of _vcst^ plans aclmow) V ' a co b - 0435 There are two types of equipment being provided in this project that require batteries -- Uninterruptible Power Supplies (UPS's) and Direct Current (DC) Power Supplies. Each system uses different batteries so we are providing a description of each system. The ultimate buildout of this project, when both floors are full data centers, will require eight (8) UPS modules total. Each UPS module has three cabinets of batteries. Each battery cabinet consists of 40 individual sealed gel -filled cells containing 3.125 gallons of electrolyte each, or 125 gallons total of electrolyte for each cabinet. This equates to 1500 gallons total of electrolyte. The electrolyte is 40% sulfuric acid, this equates to 600 gallons of sulfuric acid in each UPS room. Note, though, that each individually sealed gel -cell contains 1.25 gallons of sulfuric acid. The ultimate buildout of this project, when both floors are full data centers will require two (2) DC power supply modules total. The modules are split up between two rooms, one module in each room. The module in DC power room #1 will have a maximum of eight strings of cells: two (2) strings of 24 tubular cells each, expandable to four (4) strings and four (4) strings of 26 flat -plate cells each. The DC power module in DC power room #2 will have six strings of 26 flat -plate cells each. The tubular cells will be used in two (2) of the strings with the possibility of later expansion to four (4) strings total. Each of these cells contains 16 gallons of electrolyte, for a total of 768 gallons of electrolyte for two (2) strings and 1536 gallons of electrolyte after an expansion to four (4) strings. The flat -plate cells will be used for the remaining strings and each cell contains 15 gallons of electrolyte. This equates to a maximum of 3096 gallons total of electrolyte in DC power room #1 and 2340 gallons of electrolyte in DC power room #2. The electrolyte has a specific gravity of 1.250. RECEIVED CITY OF TUKWILA DEC 16 1999 PERMIT CENTER HAYNFS LUND, PROJECT ARCHITECT BATTERY LIQUID QUANTITIES PAGE 2 OF 2 DECEMBER 15,1999 imothy L. Janof, PE Each of the tubular cells contains 6.4 gallons of sulfuric acid and each of the flat = plate cells contains 6 gallons of sulfuric acid. This equates to a maximum of 1239 gallons of sulfuric acid in DC power room #1 and 936 gallons of sulfuric acid in DC power room #2. Please give me a call if you have any questions. NOTE: The contents of this product are toxic chemicals that are subject to the reporting requirements of section 302 and 313 of the Emergency Planning and Community flight- to•Know Act of 1986 (40CFR 355 and 372). • Clenseal hnaktowe eaoen 19lectiie Storage Battery MnwU1 8800000 ft slats See Section IX . % by W. CAS Nwnbor Exposure Limlta OSHA ACGIH Other Swale Gnomical I0snaty Lead - 24 Hours: (800) 424 -9300 30 74 042.1 30 writ' • 13o pal tla 100 mof Common Nams -- Grid �� Spc the Chemical Iaonary Lead Dioxide 11 11169.60-0 SO ag/nrr 190 aging* N1oSh 100 ag/mo Gammon Name Lead Oxide J SDSGne Gnomical Monne Lead Sulfate ,1 74Atr1M7 5O uQlrrN ` 150 udm' NIOSH 100 µg00, Common Noma Angliaite St..c.Ise Cr.meal taanorp Sulfuric Acid (40%) . 22 714444346 1 mglms 1 mg /m3 NIOSH , mow Common Nam* — Battery Electrolyte (cid) ' Spocu.c Cnm cal ldsnluy — Common Noma Cltrmrcauirade Nome bosomy uwo on label Gelled Electrolyte Battery/Dynasty Clenseal hnaktowe eaoen 19lectiie Storage Battery Syrter.ym,IComnten Nor.* Lead Acid Battery 8800000 ft slats See Section IX . Company Na" Johnson Controls Battery Group, Inc. Men e P.O. Box 587 Mihvaukee, WI 53201 0....... or 0*pnmerl Specialty Battery Division CONTACT TELEPHONE NUMBER ouaalona concerning Mfg Industrial Hygiene & Safety Department Day: (414) 228 -3138 11Miparwlen emexisncat CHEMTREC 24 Hours: (800) 424 -9300 Malone) a .at normal Iomooralwool 'r: Solid Liquid Appearance sun. Color Battery electrolyte (acid) its • grayish -white gelled solid with a slightly acidic odor. Acid saturated lead oxide is a dark reddish- brown to gray solid with acidic odor. swum, a Iai76o m, wet Battery Electrolyte (Acid) 230°F/110 °C Malone p...r Lead 3 ;7.4 °C Opecncc Gravlly IH,C . 11 Battery Electrolyte (Acid) 1.200 . 1.300 Vapor erroauto C2 (IMr. Hg st 20C) C7 (MG) Not Determined Vapor D.nany (AIR .• 1) Not Determined - """ I'" deer/ Electrolyte (Acid) Is 100% soluble in water. Lead — Lead Dioxide and Silica are not soluble. Irro.rr= � Not Determined woe an u a Not Determined DEC -14 -99 TUE 03:37 PM cArm�� 5On' 1. Product Identification U. Hazardous Ingredients 1I1. Physical Oats Form 8797 (Rev. 1/97) r s MATERIAL SAFETY DATA SHEET oils wow Sept. 29, 1988 M606 Na L 83 l J erigs Ow Awes* Jan.. 1997 primed m U.S.A NOTE: Under normal conditions of battery use, internal components will not present a health hazard. The following is provided for battery electrolyte (acid) and lead for exposure that may occur during battery production or container breakage or under extreme heat conditions such as a fire. ROUTES AND METHODS OF ENTRY rnsnuauon Acid mist generated during battery formation may cause respiratory irritation. Miff cemaet Battery electrolyte (acid) may cause irritative contact dermatitis. Skin Aowrohon Skin absorption is not a significant route of entry. fir Comm Battery electrolyte (acid) will irritate the eyes upon contact. h ies%i n Hands contaminated by contact with internal components of a oattery can cause ingestion of lead /lead compounds. Hands should be washed prior to eating, drinking, or smoking. SIGNS AND SYMPTOMS OF OVEREXPOSURE PPM Effects Acute effects 01 overexposure to lead are GI (gastrointestinal) upset which may be loss of appetite, diarrhea andlor constipation with cramping, difficulty in sleeping, and fatigue. Exposure and /or contact with battery electrolyte (acid) may lead to acute irritation of the skin, corneal damage of the eyes It not washed immediately, and irritation of the mucous membranes of the eyes and upper respiratory system including lungs. Chronic Enacm Lead and Its compounds may cause chronic anemia, damage to the kidneys and nervous system. Lead may also cause reproductive system damage and can affect developing fetuses in pregnant women. Battery electrolyte (acid) may lead to scarring of the cornea and chronic bronchitis as well as erosion of tooth enamel in mouth breathers In repeated exposures. POTENTIAL TO CAUSE CANCER The International Agency tor Research on Cancer (IARC) has classified "strong inorganic acid mist containing sulturic acid" as a Category 1 carcinogen, a substance that is carcinogenic to humans. This classification does not apply to liquid forms of sulfuric acid or sulfuric acid solutions contained within a battery. Inorganic acid mist (sulfuric acid mist) is not generated under normal use of this product. Misuse of the product, such as overcharging, may however result in the generation of sulfuric acid mist. EMERGENCY AND FIRST AID PROCEDURES rnhvuon Remove from exposure and consult a physician If any of the acute effects listed above develop. Skin Wash thoroughly with soap and water. If electrolyte comes Into contact with clothing, remove and discard. EA: IMMEDIATELY rinse with cool running water for at least 15 minutes. Seek medical attention after rinsing. Inman Lead /lead compounds. Consult a physician. Electrolyte: Do not induce vomiting. Reter to a physician immediately. MEDICAL CONDITIONS WHICH CAN BE AGGRAVATED BY EXPOSURE Inorganic lead and Its compounds can aggravate chronic forms of kidney, liver, and neurologic diseases. Contact of battery electrolyte (acid) wiih the skin may aggravate skin diseases such as eczema and contact dermatitis. DEC -14 -99 TUE 03:37 PM IV. Health Harard Information Eng,neanng Contras Store lead /acid batteries with adequate ventilation. Room ventilation is required for batteries utilized for standby power generation. Never re- charge batteries in an unventilated, enclosed space. Work Pracflcaa Do not remove vent caps. Follow shipping and handling instructions which are applicable to the battery type. To avoid damage to terminals and seals, do not double -stack industrial batteries. PERSONAL PROTECTIVE EQUIPMENT Aeeo,ruory Ptolatwn None required under normal handling conditions. During battery formation (high -rate charge condition), acid mist can be generated which may cause respiratory irritation. Also, it acid spillage occurs in a confined space, exposure may occur. If irritation occurs, wear a respirator suitable for protection against acid mist. Eyes and Face Chemical splash goggles are preferred. Also acceptable are "visor -gogs" or a chemical face shield worn over Safety glasses. hands, Amts. Body Vinyl coated, PVC, gauntlet type gloves with rough finish are profaned. OtMr Sdaeul Cloln,ng and Eauromem Safety shoes are recommended when handling batteries. All footwear must meet requirements of ANSI 241.1 — Rev. 1972. Steady 0 Unstable 2 Stable J Columns to aw,d Sparks and other sources of ignition. Incompatibility (malenat to wad) Lead /lead compounds: Potassium, carbides, sulfides, peroxides, phosphorus, sulfur. Battery electrolyte (acid): Combustible materials, strong reducing agents, most metals, carbides, organic materials, chlorates, nitrates, picrates, and fulminates. Hazardous Oacomposnion Pro ducts Lead /lead compounds: Oxides of lead and sulfur. Battery electrolyte (acid): Hydrogen, sulfur dioxide, sulfur trioxide. Hazardous Polymerize= O May Occur 2 Will Not Occur mn Conda to .. High temperature. Battery electrolyte (acid) will react with water to produce heat. Can react with oxidizing or reducing agents. Ftean • t tutu metnoal Auaq'unon emoarature Hydrogen -- 259°C ; Hydrogen 5I10•C Flatnmabs Umns in Alf. Vs by 'Avat. I Oragen) L4.11 U74,2 Extinguishing Mama Dry chemical, foam. or CO t. sacra Fin FgMing Preemies Use positive pressure. self- contained breathing apparatus. Unusual Fin ana Eralolan Hazard Hydrogen and oxygen gases are produced in the cells during normal battery operation (hydrogen is flammable and oxygen supports combustion). These gases enter the air through the vent caps. To avoid the chance of a fire or explosion, keep sparks and other sources of ignition away from the battery. DEC -14 -99 TUE 03:37 PM V. Fin and Explosion Date VI. Reactivity Dale VII, Control Measures MyO,ene Prances Following contact with internal battery components. wash hands thoroughly before eating, drinking, or smoking. protep,ue MiY3u•e, ID be men Ounnp Non..outuur lr,ut meluemo &MOMMO MA.nt.Nnf• Wear safety glasses. Do not permit flames or sparks in the vicinity of battcry(s). If battery electrolyte (acid) comes in contact with clothing, discard clothing. SPILL OR LEAK PROCEDURES Protects+, Measures to De men it Mats at a Rsseasea or Spilled Remove combustible materials and all sources of ignition. Cover spIII with soda ash (sodium carbonate) or quicklime (calcium oxide). Mix well. Make certain mixture is neutral then collect residue and place in a drum or other suitable container. Dispose of as hazardous waste. Wear acid-resistant boots, chemical taceshield, chemical splash goggles, and acid resistant gloves. DO NOT RELEASE UNNEUTRALIZED ACID! waste Deposal Method Battery electrolyte (acid): Neutralize as above for a spill, collect residue, and place in a drum or suitable container. dispose of as hazardous waste. DO NOT FLUSH LEAD CONTAMINATED ACID TO SEWER. Batteries: Send to lead smelter for reclamation following applicable Federal, state and local regulations. Product can be recylced along with automotive (SL1) lead acid batteries. 9 gr iplIVA rid G • 1 1 111 Sir RECYCLE OTHER HANDLING AND STORAGE PRECAUTIONS None Required. DEC -14 -99 TUE 03: 38 PM VIII. Sate Handling Precautions X. Department of Transportation and International Shipping Regulations DOT — Battery, wet filled with acid, UN2794, Class 8 IATA --- Battery, wet filled with acid, UN2794, Class 8 IMO — Battery, wet filled with acid, UN2794, Class 8 ._. 602 265 3142 ,,...._ ........._........ P . 02 Dec -15 -99 11:25A CPT SECTION I: CHEMICAL PRODUCT AND COMPANY IDENTIFICATION J _ DC ppdcr s" PQ i C & D POWER COM A DIVISION OF C & D CHARTER POWER SYSTEMS,INC. MATERIAL SAFETY DATA SHEET 14.324 PRODUCT IDENTITY: Flooded Lead -Calcium Battery CDID: DC,LC,KC,XT,MC,JC SERIES MANUFACTURER NAME: C & D Charter Power Systems, Inc. ADDRESS: 1400 Union Meeting Road P. O. Box 3053 Blue Bell, PA 19422 -0858 TELEPHONE: (215) 619 -2700 EMERGENCY: (610) 828 -9309 24 HOUR EMERGENCY TELEPHONE: (CHEM TEL) 1400 -255 -3924 SECTION II: COMPOSITION / INFORMATION ON INGREDIENTS HAZARDOUS OSHA ACGIH COMPONENT CAS# PEL fl "Lead, Lead Compounds 7439 -92 -1 0.05mg /m3 0.15mg /m3 SECTION 313 (40 CFR) LISTED TOXIC CHEMICALS ARE PRECEDED BY AN" %BY WEIGHT 62 - 65% 'Sulfuric Acid 7664.93 -9 1.0mg/ m3 1.0mg/ m3 6 - 8% NON - HAZARDOUS INGREDIENTS Water 7732 -18 -5 N/A N/A 12 -15% Calcium 7440 -70 -2 NIA N/A 1% Inert Components N/A N/A WA 10 -18% SECTION III: HAZARDS IDENTIFICATION These hazards a • 1 to Batte Acid on . APPEARANCE AND ODOR: Liquid, Colorless, Oily Fluid, Vapors are Colorless; Acrid Odor when Hot or Charging. HMIS RATING: 0= Insignificant, 1= Slight 2= Moderate 3 =High 4= Extreme Health:_2_ Flammability: 0_ Reactivity _1_ Other:_ 0 NFPA RATING: 0= Insignificant, 1= Slight 2= Moderate 3=High 4=Extreme Health :_2_ Flammability:_0_ Reactivity:_1_ Other: CORR_ (continued) 1 Dec -15 -99 1126A CPT SECTION IV: FIRST AID MEASURES SECTION V: FIREFIGHTING MEASURES SECTION III: HAZARDS IDENTIFICATION. CONTINUED SECTION VI: ACCIDENTAL RELEASE MEASURES 2 b'2 6 3142 14424 ROUTES OF ENTRY: Inhalation_X_ Skin_X_ Ingestion_X TARGET ORGANS: Skin, Eyes, Upper Respiratory Tract HEALTH HAZARDS (ACUTE AND CHRONIC): ACUTE: Tissue destruction on contact. May cause 2nd and 3rd degree burns or blindness. Ingestion will cause corrosive bums on contact. May be fatal if swallowed. CHRONIC: Inhalation of mists may cause upper respiratory irritation. SIGNS AND SYMPTOMS: Irritation and burning of exposed tissues. MEDICAL CONDITIONS AGGRAVATED BY EXPOSURE: Respiratory disorders may be aggravated by prolonged inhalation of mists. EMERGENCY AND FIRST AID PROCEDURES: SKIN / EYES INGESTION -Flush with water for 15 minutes -Do not induce vomiting - Remove contaminated clothing -Drink large quantities of milk or water -If irritation continues, seek -Give CPR if breathing has stopped medical attention. -Seek medical attention immediately FIRE AND EXPLOSIVE PROPERTIES: Flash Point: _NIA_ Flammable Limits: LEL _WA UEL_NIA UNUSUAL FIRE AND EXPLOSION HAZARDS: Hydrogen gas and acid mist is generated upon overcharge or in fires. Ventilate area thoroughly. EXTINGUISHING MEDIA: Dry Chemical, Halon or Carbon Dioxide SPECIAL FIREFIGHTING PROCEDURES: Ventilate the area well. SCBA and acid protective clothing are recommended. STEPS TO BE TAKEN IF BATTERY 15 BROKEN: Neutralize any spilled electrolyte or exposed battery parts with soda ash or sodium bicarbonate until fining stops. pH should be neutral at 6-8. When neutralized, the spill is non - hazardous. Keep untrained individuals away from the spilled material. Place the broken battery in a heavy guage plastic bag or other non - metallic container. Provide adequate ventilation, hydrogen gas may be given off during neutralization. SECTION VII: HANDLING AND STORAGE SECTION VII: EXPOSURE CONTROLS /PERSONAL PROTECTION SECTION IX: PHYSICAL AND CHEMICAL PROPERTIES SECTION X: STABILITY AND REACTIVITY 3 Store in a cool, dry area away from combustibles. Do not store in sealed, unventilated areas. Avoid overheating an d overcharging. Do not use organic solvents or other than recommended chemical cleaners on the batteries. ENGINEERING CONTROLS: General room ventilation is sufficient during normal use and handling. Recommend 2 to 3 room air changes per hour to prevent buildup of hydrogen gas. PERSONAL PROTECTIVE EQUIPMENT (WHEN HANDLING BATTERY ACID): Eye Protection= chemical goggles or safety glasses with sideshields and a full face shield. Protective Gloves= rubber or neoprene Respiratory Protection= NIOSH approved acid mist respirator, if OSHA PEL is exceeded. Other Protective Equipment= acid resistant apron or clothes. WORK PRACTICES: Do not wear metallic jewelry when working with batteries. Use non -conductive tools only. Discharge static electricity prior to working on a battery. Maintain an eyewash, fire extinguisher and emergency communication device in the work area. ACID: Boiling Point:_235F_ Vapor Pressure:__145.8lmm Vapor Density: _(air -1) _ >1_ Melting Point _WA Evaporation Rate (water=1):_ <1_ Solubility in water: _100%_ Specific Gravity _1.215 - 1.290+1 -.010_ Appearance / Odor: colorless, oily fluid / acrid odor when hot. 14-324 STABILITY: This battery and contents are stable. CONDITIONS TO AVOID: Overheating, overcharging which result in acid mist/ hydrogen generation. INCOMPATIBILITY: Strong alkaline materials, conductive metals, organic (MATERIALS TO AVOID): solvents, sparks or open flame. HAZARDOUS DECOMPOSITION OR BYPRODUCTS: Hydrogen gas may be generated in an overcharged condition, in fire or at very high temperatures. In fire may emit CO, CO2 and Sulfur Oxides. HAZARDOUS POLYMERIZATION WILL NOT OCCUR. Dec-15-9g :27A 'CPT SECTION XI: TOXICOLOGICAL INFORMATION - SULFURIC ACID SECTION XII: ECOLOGICAL INFORMATION SECTION XIII: DISPOSAL CONSIDERATIONS HAZARDOUS WASTE CODES: D002, D008 UN OR NA IDENTIFICATION: UN -2794 PROPER DOT SHIPPING NAME: Batteries. Wet. Filled with Acid. Electric Storage HAZARD CLASS: 8 PACKING GROUP: III LABEL: Corrosive SECTION XV: REGULATORY INFORMATION SECTION XVI: OTHER INFORMATION 4 6d2 `266= �:314L . ,..._...... tom: ob 14-324 ( Under normal use and handing of this product there is no exposure to the lead contents.) LD S0: Administration Route: Oral Dose: 2140ma/kq Test Animal: Rat LDLo: Administration Route: Unreported Dose: 135ma/kq Test Animal: A n LCSO: Administration Route: Inhalation Dose: 510ma /m3 Test Animal: Rat CARCINOGENICITY: The International Agency for Research on Cancer (IARC) has classified "strong inorganic acid mists containing sulfuric acid" as a category 1 carcinogen (inhalation), a substance that is carcinogenic to humans. This classification does not apply to the liquid forms of sulfuric acid contained within the battery. Inorganic acid mist (sulfuric acid mist) is generated in very nominal levels at the end of charging. 2 -3 room air changes is sufficient for control of this emission. However, misuse of the product, such as overcharging, may result in the generation of sulfuric acid mist at higher levels._ Lead and its compounds can pose a threat if released to the environment. See waste disposal method in Section XIII. WASTE DISPOSAL METHOD: This battery is recyclable. It is illegal to dispose of lead -acid batteries by any means other than recycling. C&D provides an environmentally responsible nation wide lead acid battery collection and recycling program. Contact your local C&D sales representative for more information. SECTION XN: TRANSPORTATION INFORMATION (See 29 CFR 1910.258(b)(2) 1 The information herein is given in good faith, but no warranty, expressed or implied, is made. MSDS Preparation Date: 1126196 Preparer: S. J. Kelly Revision Number: 8 ■ - tit • • F625-052-009 (8/97) ;••••••••:.:' . • . • 1. ' • Before Placing In Billfold ,:••• ' : ' • ' _ . • . _ , ... . =,-. Abbreviations AC Air Conditioning ACT Acoustical Ceiling Tile ADJ Adjustable /Adjacent ALT Alternate' ALUM Aluminum ANOD Anodized APPROx Approximately ARCH ArchitecturaI e At BLDG Building BLK'G Biocking BM Beam B/5 Building Standard BBMT Basement GAB Cabinet GIRO Circulation CLR Clear or Clearance CLG Ceiling Center Line CLOS Closet CCP : Contract Change Proposal COL Column GONG Concrete CONST Construction CONT Continuous CONTR Contractor COORD Coordinate CPT ..:Carpet CT Ceramic Tile DET DetalI DIA Diameter DIM Dimension DN Down DR Door DU,G Drawing E East EA Each EL Elevation (Height) £LEC Electric ELEV Elevation (View) Elevator EQ E qua I EXIST Existing FIN Finish RR Floor FLUOR Fluorescent FOIL Furnished by Owner, Installed by Contractor Fr Foot/Feet FTIC Furnished by Tenant, Installed by Contractor FUR4 Furnish Furnishings GA Gauge GALV Galvanized GL Glass /Glazing CsUJB Gypsum Wall Board HOU Hollow Core Wood H D Hard HDW Hardware NOR Horizontal HIM Hollow Metal Ht Height HVAC Heating Ventilation and Air Conditioning IN Inch INCAN Incandescent. INCL' Include INSUL Insulation INSTL Installation JB Junction Box JT Joint KIT. LAM LF LTG MAT MAX MUCH MED MEZZ MFR MISC MTD MTL N North N/A Not Applicable NIC : Not to Contract NL NIGHT LIGHT NO timber NOM Nominal NON COMB Non Combustible NTS Not to Scale OC On Center OPNG Opening OPP Opposite TRIG Original _. PERM PcVar,nt PERP Perpendicular FE Plate or Property Line P -LAM Plastic. Laminate. FLUID Plywood POL Pollsl PR Pair PT : Paint RB REFIT REINF REFQ'D REV rd'I RO 5 5cWED SGW SEAL SECT Si-IT SIM SM SQ STD FL 5TG SUSP TEL TEMP THERMO TYP UNO VAR VCT VEN VERT 111/0 0Y WD South Schedule Solid Gore Wood Sealant Section Sheet SfmiWr Sheet Metal Square Standard Steel Storage Suspended Telephone Tempered Thermostat Typical Kitchen Laminate Lineal Feet Lighting Material Maximum Mechanical Medium Mezzanine Manufacturer Miscellaneous Mounted Material/Metal Radius Rubber Base Refrigerator Reinforcing Required Revision Room Rough Opening Unless noted otherwise Varies Vinyl Composition Tile Veneer Vertical UlestAUattAllldth Wth Without Walicovering Wood Vicinity Map Symbols HALL Room Name 1 3000 Room Number Grid tine Detail Indicator Devotion Indicator Section indicator Building Data Adeess 12101: Tukwila International Blvd. '... Tukwila: Washington 98168 Owner SABER CORPORATION 101 ELLIOTT AWE. W. SUITE 330 SEATTLE, WA 98119 TEL: (206) 281 -8100 CONTACT: HAYNES LINJD C Full Height Relite I Partial Height Relite Occupancy TYPE B, OFFICE, OVER TYPE 84 PARKING STRUCTURE Construction Type OFFICE BUILDIM: I rt., 2, 1 HOUR FULLY.SPRINICLERE0 WITH SPRINKLERS SUBSTITUTING FOR I -HOUR PROTECTION: ON STRICTURE.... PAWING STRUCTURE: TYPE !CONSTRUCTION, FULLY SPRINKLERED' General Notes I. CODES A ALL WORK: SHALL COIF'OR1 TO TFE APPLICABLE BUILDING CODES AND ORDINANCES. IN CASE OF ANY CONFLICT WERE THE METHODS OR. STANDARDS OF. INSTALLATION OR THE MATERIALS 555031ED D01407 EQUAL OR EXCEED :, 71E REQUIF5115538 OF THE LAWS OR ORDINANCES, TFE LAWS OR ORDINANCES SHALL GOVERN. NOTIFY THE ARCHITECT OF ALL CCIFLICTS_ 2. THE DRAWINGS AND SPECIFICATIONS A PLUMBING, MECHANICAL, ELECTRICAL AND NRE PROTECTION DRAWINGS ARE SUPPLEMENTARY TO THESE DRAMA& THE CONTRACTOR SHALL COORDMATE THE 11555K OF EACH CONSULTING EN.sINEER WITH THESE DRAWINGS AND THE TENANT I'PROVEtENF SPECIFICATIONS AND... SHALL NOTIFY THE ARCHITECT OF. ALL DISCREPANCIES WON A WRITTEN REQUEST FOR CLARIFICATION. ANY W1ORG INSTALLED N CONFLICT WITH THESE DRAWINGS OR THE TENANT IMPROVEMENT SPECIFICATIONS SWILL BE CORRECTED BY THE CONTRACTOR AT NO EXPENSE TO THE OWNER TENANT OR NE ARCHITECT 3. '.. p15555IONS A. ALL INFORMATION 51I0WN 04 SFE DRAWI(G5. RELATIVE TO EXISTING CONDITIONS 15 GIVEN AS 9418 BEST MEMO' Ia400.LEDGE BUT 5111401.11 GUARANTEE OF ACCURACY. TFE CONTRACTOR, SHALL FELD VERFY 53 5TWG COMMONS AND DIMENSIONS AND SWILL NOTIFY THE ARCHITECT OF ANY D15GREPANCE5 OR CONDITIONS ADVERSELY AFFECTING TIE DE51G4 PRIOR TO 5500550555 UATFI.THE 581 OF WOW W AFFECTED. ARCHITECT TO VERIFY LAYOUT PRIOR TO CONSTRUCTION. B. 0I11EN5)ON5 ON 1TE FLANS ARE TYPICALLY TO TIE MOW FACE OF PARTITIONS OR TO THE CENTER LITE OF COMTE C. DOOR AND CASED OPENNC35. LOCATION: ['PENSIONS ARE TO BE FOUR AND ONE -HALF (4 t0•) INCHES Ft2O.l THE FACES OF ADJACENT PARTITION OR CENTERED BETWEEN PARTITIONS. D_ PARTITIONS THAT ARE NOT DPE N510NED, FLUSH AND SQUARE WITH THE: EXISTING STRUCTURE.. OR ON THE CENTERLP€ OF A WIDOW MULLION AS SHOW 4. DO NOT SCALE DRAWINGS -_ _.... _.. A.T E CONTRACTOR SHALL USE DIMENSIONS 5140184 O4 71E DRAWINGS AMD ACTUAL FELD MEASUREMENTS_ NOTFY THE ARCHITECT OF ANY DISCREPANCIES FOND. THRCUG50ONS 11104 ARE IN COMMON U58. 1IE LIST OF A:iHROUGHOUr THE FDE7AUINGS ARE ABBREVIATIONS INCH 458559IATTON5 PROVIDED 15 RA INTENDED TO BE CO F ETE OR REPREMENTATIvE 08 COCDOR:N5 CR MATERIALS ACTUALLY USED ON 71E PRxECF_ 1TE ARCHTECT WILL DEFPE THE INTQN5 OF ANY PT QUESlTON, I. 6. COORDIN4TICN 4, THE GENERAL CONTRACTOR SHALL BE F SPal51BLE FORTH= COORDINATION 4149 98581 ANION OF 3145 WORK CF ALL TRADES TO ASSURE CONFLIANCE OATH D5455IGS AND 6000 ICATIOPS. FIRE PROTECTION 4. F NECESSARY,.PROv1DE FIRE PRO1ECT10N AT ALL PHNETR4110444 OF FIRE RATED REQUIRED BY 1550091558334414485435 8. GENERAL COP5141CTICN '- A "nE CONTRACTOR SHALL PNE5TIGATE AND VERJFY LOCATIONS OF 5751LTI1RAL, MEC.4AMCAL .40 ELECTRICAL ELEPIDITS AND OVER EX151NG COND5ONS PRIOR TO DRILLING OR CUTTING OF SLABS OR STRUCTURAL' MEMBERS. NOTIFY THE 4C 4188507 OF ANY CORAJCTS PRIOR TO BEGINNING WORK_ B.11F5 CONTRACTOR SHALL. BE RESPONSIBLE FOR PROVIDIt* WALL BLOCKING AS REQUITED FOR AL WALL AND 05455 G MONIED 81541,2 C: ALL CONSTRUCTION 55 BE SO461LFJ.ED AGAINST LATERAL M09B'Et41 N A0028498 1854 TI-E 300455 .OP TIE LATEST ADOPTED MORN OF TIE NEC N TIE LOCAL JINEOIC310 •L D: MECHANICAL, ELECTRICAL. VERf1045 7RANSP0RTANCel AND SPRINKLER WORK SWILL BE CONDUCTED LINDER SEPARATE' PEia11 MECH414ICAL NOTES 10 LANDLORD'S. COVER SHEET 4_ LANDLORD'S COVER SHEET *CONSIDERED AS ATTACHMENT TO DRAWINGS AND 5P CFICATIONS arD WITHIN SCORE OF CONTRACTORS WORK. CONTRACTOR SUS CONTRACTORS t 51k'PLE35 TO ABIDE 111311 ALL RULES . 55GUL.,4710N5:T1ECE8l. A: TI-E NVAC SYSTEM SHALL C.O PLY WITH ALL 288510ABLE. CODES_ B. THE CONTRACTOR .SHALL - VERFY.SIMS AND LOCATiO45 G ALL r+rov.. EQUIPMENT WITH MECHANICAL DRAWINGS AS IIELL AS 5140' DRAWNCs5 SWORE FROCEIMING WITH THE WORK 0 THE CONTRACTOR SMALL PROVIDE BALANCING AND REPORTS BY IDE PEND545 BALANCING CONTRACTOR Code Notes Since primary function of the facility 19 to hem equipment which requires minimal maintenance and support, the space will typically be occupied by 3 to 9 people total. The permanent office area will be occupied by these people plus up to 8 visitors., The temporary office area =NI house a maxinaln of 40 staff people... 1. Exiting: Based on the occupant load, no room .51 require, mare than 1 exit [Table 10-A] Per Section 1004.2.2, all rooms except the Conference Room can exit through more than 1 ado45g room. Since hallways: are :.insidered adjoining ' roans, no rated' corridors are required This project includes modifications to the Roor F2 lobby to extend the 1 -hour rated enclosure to induce Room F200, Reception Area. The Conference Room exits directly into this rated enclosure. 2. Distance to Exits: Per Section 1002.2.5, the maximum travel distance to the nearest exit is 250 feet in a sprmklered budding. The maximum distance to an exit in this project is 186. 3.- Hazardous Materials: - - Rooms F110, 011, F112, and possibly F113 cull house battery racks for the stand -by power system. These batteries contain sulfuric acid which is a corrosive liquid. 080 Section 307.1 defines Group H Division 7 occupancies as containing health hazards including corrosives. This section specifically exempts stationary lead -acid battery systems. Table 3 -E, which defines the exempt amount of corrosive liquid crowed within a Control Area, states that lead -acid battery systems are governed by the rue Code. [Footnote 10.] Article 64 of the 1997 Uniform Ere Code governs Stationary Lead -Acid Battery Systems. '..It applies to all systems where the liquid capacity ;exceeds 100 gallons. Each 'room listed above will have more than 100 gallons of electrolyte. Section 6401 further stipulates that individual batteries exceeding 20 gallons of corrosive liquid most comply with Article BO. Na battery: in these rooms will exceed 20 . gallons of electrolyte: The following requirements from 411)42'64 apply to these roams: a. Batteries must have safety venting caps [6404.2] t occupancy separation 6404.3 b. The ;earn must be separated from adjacent .:,;a hoar occu, ,ces by a p [ ] c. Spill' control must be provided for each rack of batteries which Ls 4' high and extends Y' beyond the battery rack in all directions [6404.4] d. A rnethod of neutralizing a spll from the largest battery must be provided [6404.5] e. Continuous ventilation shall be provided at a rate of '1 cu ft per minute per square 'foo roam:. [6404.6] f. Warning signs must be provided on doors.. entering the battery room [6404.7] g. The battery system must be braced to meet seismic zone 3 [6404.8] h. Smoke detection must be provided [6404.8] of the floor area of the Project Data Project Name TENANT'IMPROVFMENT FOR Z41 NEIWOFIK5, HNC. at INTERGATE WEST 12101 TUKWILA INTEINATIGNAL BOULEVARD TUOWILA 04344133T04 : 98158 Square Footage of Work Area FLOOR P2 = 4,458 SF FLOOR PI = 250 SF FLOOR Fl - 15,511 SF 85005 82 - 1041 SF TOTAL AREA = 41,002 SF Design Codes 1991 DEC, 1991' UPC, 1911 1410, 1991 ITC, 1993 NEC 1994 WASHINGTON STATE ENERGY CODE (WAG 51 -111 1995 WASHINGTON STATE REGULATIONS FOR BARRIER FREE FACILITIES OR DESIGN (WAG 51 -30) (As odopted by the city of Tukwila,. WAD Description of Work Tenant Impre8.m8erits to an existing Shell 4 Core to provide equipment space and monitoring devices for a Communications: 6wltcht8 540)169. S0008 of work Includes a' Phase I equipment area (on Floor 811, Phase 2 equipment area (Floor 81), permanent o•17ces and conference room (Floor F2), and temporary orrIces occupying future equipment areas (Floor 82),. Proie�ct Team SASEY ARCHITECTURE 01 1011. ELLIOTT AYE. Wt'. SUITE 330 SEATTLE, W4 99119 TEL: (206) 281 -8100 .. CONTACT: 5431155 LUND: TENANT: LAMA HETW10RC5,: INC. CANAL PLACE OFFICE PARK B0 NIC10N STRUT, SUITE 301. SEATTLE W.A. ET J -1634 7E1, (206) 352 -562 F4X (206) 352 98 CONTACT- JIM 51135 STRUCTURAL', Qom: NELSON, BCIIRDAGES, INC. 512 SUCH STREET; 51117E 202 KIRKLAND, WA 18033 TEL (429) 52 1 '999 FAX (425) 92':- .350 coilraCT_ ROBERT BOURWIAGE5 ELECTRICAL ENGINEER: 54. 120 SP4 QLNE '. MITE 150 SEATTLE, 10.1 0481 -1853. 121.. (206) 661 -056 FAX: - (206)661 -0554 - CONTACT: T0101NY JANOF Legal Description DNERGAIE 01ST mewtorc CADENCING AT R. POINT IN TIE NINTH LINE OF SA)WEAST. GIIAR Dt IF SECIT N S TNVNSNIP 23 RANGE 4 EAST, VOJANITTTE mantas, HI16 VASFOIDTAT THAT IS S 891635 1.0000 FEET TIE NRIINVESr CORNER (F TIE fONnEAST HOAR SAID SAIIFEAST AIARTEIO TWICE S 24'13'. f E 567.42 FEET TO TIE TRUE OF 1EGpt@164 THEME N 66'351':' E 12847 FEET; THENCE N 202323' V 27.58 FEET, THENCE N 6532'34• E 165.00 FEET TO A POINT OH VES1132LY -9 RAY LINE 6 PRWIRY STATE 10011VAY NO. 16R. 99) SOUTH lIBTN ST. TO JCT. 1-K APPROVED JULY 23, 79571 THENCE MEOW.; SAID WESTERLY ROM - OF - VAY S 242726' E Ua84 FEES; THENCE FOCLOVDNG SAID WESTERLY RIGHT- DF-WAY N 6532'34' E' WAD FEET; THENCE FIIOVING SAID WESTERLY R7Q11-0E-VAY L S 242726' E 20100 FEET/ THENCE TOLLED/MG SAID WESTERLY RIGHT -I' -WAY LINE N 65'3234' E MOO FEET/ THENCE. FULLER/03i SAID WESTERLY RIAHTLIF LIE S 242726 E. 26::: FEET/ THENCE FOLIC ;..0 SAID WESTERLY RIGHT -DE,AY LINE ALONG THE ARC OF A 2805.00 -FDOT RADIOS .1- TANGENT CURVE TO TFE onwr THE CENTER /€ WH!Oi.. BURS S 65 V) THFAIQI: CENTRAL ANGLE CIF 0 A DISTANCE LE 1003 FEET/ THENCE S 65 25' W 19433 FEET/ THENCE S 22 V 2E44 FEET; THENCE S 6392`<0• V 62.13 FEET / THENCE S 6546'07 V 5617 FEET; THENCE N 241353' R 40219 FEET THE TRUE Raw OF BEGINNING. SITUATE IN '.NE CITY Ur TUKVRA, KING (MITT, WASHINGTON AU C@NAiNIN6 29,2`78 SOBARE FEET OF LAND NORE OR LESS AIID SPECIFICATIONS, PARTITION xHEDULE 1 CONTRACTOR: SABER CONSTRICTION, MC. ' '101 ELLIOTT AYE W_ SUITE.'. 330 .. SEATTL5 ;111A 98119 TEL: (206) 2814100 CONTACT: DOUG SCHIA ELECTRICAL CONTRACTOR: VELA ELECTRIC 5614 1TH'S: SEATTLE, WA. 98108 -2644 TEL: (206) 4364200 CONTACT BOB WITTY MECHANCAL CONTRACTOR: M)KIN51RY CO. 50053RD AVENUE SO. PO5T. OFFICE. BOX 24561 SEATTLE, WA 58401-1853 TEL: (206) 661 -0555 FAX (206)661 -0554 CONTACT: MECHANICAL ENGINEER: McKMSTRY CO. 500 3RD A936115 SO. POST OFFICE BOX 24561 SEATTLE, WA 98101 -1853 TEL :'. (206) 661 -0555 FAX: (206) 661-0554 .._:CONTACT CHUCK LEE..:.._..... REVISION NO. CONSULTANTS ISSUED FOR CONSTRUCTION 1119/00 PERMIT 15511E )2/15/99 5EVISIONS ISSUE DATE EFA PFAMrf OUIR FOFt MECHANICN' ELEC�cMw PLUMBING ' GAS PIPING C1rN 08 1UKYt =.1 A BU5. ED p4 rndex V of �11�e I D•' 1 o Drawi PROJECT 50505s; G0 G6vt - RAC INFOR'IA PROJECT DATA, GENERAL NOTES p EC 9 2001' DRAWN BY: L4NDLO 00955 SHEET : CHECKED B1': APPROVED BY: 02.0 P'AIICPKs LEVEL 2 FLOOR PLAW4 ;'. 821 - PARKMM LEVEL 1 FLOOR PLAN 021 LOOR 81.45 - PHLASE 1 I I- 00R - 81445E 2 023 F 1 PLAN 024 T,2 ROOK PLAN PHASE 4 .430 t EvATICNS AND 5E0TIONS A50 ENLARGED PLANS -- OFFICE. AREA 410 INTERIOR ELEVATIONS AND 5ECTIGN5 AS.0 DETAILS CITY OFTUK'NIIA 45) ! DETAILS APPROVED AND SCHEDULES, DOOR DETAILS. j . 2000 A9) FINISH SCHEDULE Iki' s BEY ARCHITECTURE 3 /J r. a 1 ► \ l fif� ; ; 1 5 I SATE OF 1° JAN 00 AO' drawings and Bet material appeoring herein cm Ltufe the orghwt and ehel work of the :Sabey Capp.. di teed and. the same. may55 not hot. be duplicated. used: or disclosed without the written cement of the Sabey Corporation_ Tenant improvement for I understand that the Plan Check approvals are bled to errors and omissions and approval of plans' does not authorize the violation of any adopted code o f r ordinance. r vedplans t knowl - dged. 'actor' N E T W O R K S at intergate LLlest 12201 Tukwila international Blvd Tukwila, WA DRAWING TITLE: C1I( OF PROGRESS DATE: V19 /00 APR... - . 7 2111% yt a cH diER DRAWING NUMBER: 99-70-23 Type I Onside Facing Sw me Grit' InddeEring GrmdRegoirmena Nominal Deo. No. #fay® Mmerid 'Admen Type lleprh Spadg G.W. IN #L1ea Mv.a.1 Thidnea fires tio S1tRth Height... GAF&&No. Molnar Hoe Top Noes 11 1 GWB, 5/8" Metal, 3 -5/8" 16" OC 25 - -- 1 GWB 5/8" 1 hour 40 to 44 19' -5" WP 1200 4 -7/8" 13A . 14, 25 Type X C stud Type X A8.0 A8.0 11A 1 GWB, 5/8" Metal,. 3 -5/8" 16" OC 25 Acoustic 1 GWB, 5/8" 1 hour. 45 to 49 19' -5" WP 1200 4- 7/8'.' 13A 14,'25 FURRED WALL PER Type X C stud Insulation Type X A8.0 A8.0 DETAILS 33 &43/ A8.1 12 1 GWB, 5/8" Metal, 2 1/2" 24 OC , 22 Acoustic 1 shaft 1" 1 hour ' 35. to 39 17' -2" WP 7008 14, 25 Type X CH stud Insulation liner A8.0 A8.0 2A ' 1 GWB 5/8" Metal, 2 -1/2" 24" OC : 22 Acoustic 7008 Type ,.X CH stud Insulation liner A8.0 A8.0 16A 1 GWB; 5/8" Metal, 6" 16" OC 25 Acoustic 1200 FURRED WALL PER ',. TYpeX C stud : Insulation Type X A8.0 A8.0 DETAILS 33 &43/ A8.1 N7 1 GWB 5/8 Metal, 3 -5/8" 16" ac 25 ! - -- 1 GWB 5/8 - -- 40 to 44 19' -5 WP 1200 4 -7/8" 13A 14, 25 C stud A8.0 A8.0 NIA 1 GWB 5/8" Metal; 3 -5/8 16" OC 25 Acoustic 1 GWB 5/8" - -- 40 to 44 19' -5 ". WP 1200 4 -7/8" - 13A 14, 25 C stud Insulation A8.0 a N2 1 GWB 5/8" Metal, 3 -5/8 16 OC 25 - -- 1 GWB : 5/8" - - - 40 to 44 19' -5 "': WP 1200 4 -7/8" 13A 24 C stud A8.0 A8.0 N3 1 GWB 5/8" Metal, 6" 16 ° . 08 25 - -- 1 GWB 5/8" - -- 40 to 44 i9' -5 ". WP 1200 4 -7/8" 13A 15 C stud A8.0 A8.0 N4. 1 GWB 5/8" Metal. 3 -5/8" 16° OC 25 - -- 1 GWB 5 /8" - -- 40 to 44 19' -5 " WP 1200 4 -7/8" 34 25 C stud A8.0 A8., . N4A 1 GWB 5/8" Metal, C stud 3 -5/8" 16' 08 25 Acoustic Insulation 1 GWB 5/8" - -- 40 to 44 19' -5" WP 1200 4 -7/8" 34 A8.0 25 I A8.0 N4A 1 GWB 5/8" Metal, 3 -5/8" 16" OC 25 Acoustic i GWB 5/8" - -- 40 to 44 19' -5" WP 1200 4 -7/8" 34 25 C stud Insulation A8.0 A8.0 N5A1 2 GWB 5/8" Metal, 3 -5/8" 16' OC 25 Acoustic 2 GWB 5/8" 50 to 54 19' -5" WP 1530 5 -1/2 "' 34 25 C stud Insulation A8.0 A8.0 N6 1 _.. GWB _: 5/8" _..Metal, 3 -5/8" 16" OC 25 -- 1 61 5/8" - -- 40 to 44 19 WP 1200 4-7/8" 31 _._ 24 ADD 1/2" GWB PER C stud A8.1 A8.0 DETAIL 43A/ A8.1 FI 1 GWB 5/8" Metal, 3 -5/8" 16" 08 25 - -- 1 Black 20 mil - -- - -- - -- - -- 4 -1/4" 13C 44 C stud visgueen A8.0 A8.0 F2 t '. GWB 5/8" Metal, 3 -5/8 16 ". OC 25 ___ ___ -__ ___ ___ ___ ___ ___ 4-1/4" : 13C 24. 25 SIM C stud A8.0 , A8.0 F3 1 GWB 5/8" Metal, 3 -5 /8" 16' OC 25 ___ ___ �. __, 4-1/4" 13C 15 SIM C' stud A8.0 A8.0 DIVISION 1 GENERAL REQUIREMENTS DIVISION 2 SITE WORK NOT REQUIRED DIVISION 3 CONCRETE 3.1 STRUCTURAL NOTES & REQUIRFMENTS . See Structural Drawings. DIVISION 4 MASONRY NOT REQUIRED DIVISION 5 METALS DIVISION 6 WOOD AND PLASTICS SFSC f I Cwt I ONS "The General Conditions of the Contract For Construction ', AIA Document A201 - 1987, Fourteenth, Addition, Articles 1 through 14 inclusive; are: fully binding to this work of this project. The Contractor and all Sub- contractors shall read and be governed by them_ 3.2 CONCRETE FINISHING Concrete floor slabs .for floors F1 and F2 shall be sealed with an acid resistant epoxy sealer /hardener, Sherwin Williams Epolon 2, or approved equal. 5.1. GENFRAL REQUIRFMENTS Submit :shop drawings for ail metal fabrications_ 5.2. STRUCTURAL STEEL See Structural Drawings. 5.3. METALS FABRICATIONS A. Materials shall conform to the following: Steel. sections: ASTM A36 Steel tubing:.. ASTM A500, Grade B Plates: ASTM A283 Pipe: ASTM A53, Grade 8, Schedule 40 Bolts, nuts, washers: ASTM A307, galvanized to ASTIVi A153 for galvanized components Welding materials: AWS D1.1; type as required for materials being welded Aluminum members: size per drawings B. Touch -up primer for galvanized surfaces shall be a zinc rich primer. C. Fit and shop assemble metal work in largest practical sections, for delivery to site. D. Continuously seal joined members by continuous welds. E. Grind exposed joints flush and smooth with adjacent surface. Make exposed joints butt tight, flush and hairline. Ease expose edges to small uniform radius. F. Supply components required for anchorage of fabrications. G. Metal Base to be 4" high pre - finished metal by Gordon Metals, Model No. 840 -5/8. Finish to be determined by Architect. H. Reveal Metal Band to be cold rolled steel w/' random orbital texture, transparent stain, and satin lacquer top coat finish. Color and finish to match Architect's sample. 6.1 GENERAL REQUIREMENTS Submit shop drawings for all millwork and casework items. Submit samples of wood veneers with stain. 6.2 KITCHEN CABINETS A. AS kitchen cabinets shall meet Architectural Woodworking Institute standards for Premium Grade construction: B. Plastic Laminate shall be 1/16" high-pressure laminate as manufactured by Nevamar, or approved equal. PL -1: Nevamar S- 2 -84T, Foundry PL -2: LaminArt 226T, Sienna C. Interior of cabinets and drawers shall be faced with melamine, color black. 6.3 WOOD CABINETS A. All casework shall meet AWI Standards for Premium Grade construction. B. Casework to be wood veneer covered for all exposed and semi - exposed surfaces_ Finish to be Sycamore veneer with custom stain. C. Doors and drawers to be overlay design. D. Interior non - exposed surfaces to be white polyester sheet over 3/4" particleboard. E. Exposed casework hardware shall be US26D finish_ Provide the following hardware items: Hinges: Eurohinge by Amerock; 175 degree swing: #3762 Pulls: Colonial #752 Drawer guides: Knape & Vogt #1428 Grommets: 2" diameter, metal Adj. shelf brackets: Knape & Vogt #346 Ano. DIVISION 7 THERMAL AND MOISTURE PROTECTION', 7.1 BUILDING INSULATION A. Thermal Insulation shall'. be 3 -1/2" unforced' fiberglass batt insulation, R - 19. Insulation to be friction fit.. between studs except where noted otherwise. DIVISION 8 DOORS 'AND WINDOWS 8.1 GENERAL REQUIREMENTS A. Door and frame assemblies shall meet the fire rating requirements listed in the Door & Opening Schedule on Sheet A9.0. B. Submit door, frame and hardware schedules for. review. Include door and frame construction and installation details. 8 2 HOLLOW METAL DOORS & FRAMES A. Hollow metal doors shall meet the requirements of ANSI /SDI 100. Doors to be Grade II, heavy - duty; Model 2, seamless design, 1 -1/2 ". thick with 18 gage galvanized sheet steel faces. B. Hollow metal frames shall meet the requirements of ANSI /SDI 100. Interior door, sidelight and borrowed' light frames shall be 16 gage steel, fully welded construction, factory primed. Exterior Hollow Metal door frames shall be similar to interior frames and of galvanized steel (ASTM.. A526, commercial quality, or equal)... C. Exterior doors to be insulated with R -4 core insulation. D. All hollow metal doors and frames are to be factory primed for field applied finish coat. 8 3 HARDWOOD DOORS A. Doors for opaque finish .. shall be AWI Custom : Grade solid core wood doors with Paint Grade birch veneer, 1 1/2" thick. B. Doors for transparent finish noted as. "WD 1" shall be AWI Premium Grade solid core wood doors with clear sawn' white oak veneer 1-1/2 thick. C. Doors noted as "WD -2 shall be AWI Premium Grade solid core wood doors with Sycamore veneer facing with custom stain as approved by architect. See Detail 14, Sheet A8.01 8.4 CUSTOM GLAZING AND DOOR SYSTEM A_ Provide custom art glass wall, including door and haroware. B. Provide shop drawings showing connections to adjacent construction. Provide calculations by Structural. Engineer licensed in the State of Washington certifying that the glass to be supplied will be adequate for the required wall height, and showing the anchorage system meets Seismic Zone -3 requirements. Provide hardware schedule. C. Gloss thickness shall be determined by supplier's Structural Engineer; glass shall be tempered; all exposed edges shall be polished smooth. D. Top and bottom rail shall be as manufactured by Blumcraft of Pittsburgh, or approved equal. Bottom rail shall be Model EB500 or EB750; Top rail shall be Model C -7300 or C -7501. E Exterior side door pull shall be Blumcraft Handle F. Into. ior side latch set shall be Blumcraft Model H -200 -S Panic Device with DS- 200 -ES Electric Strike Door Stop. F. Door shall have concealed floor mounted closer, Dormer Model BTS 80, or approved equal. Provide top pivot to coordinate with closer. Verify sizing for weight of door. G. All exposed hardware for door and glass wall system shall be satin finished stainless steel 8.1 GLAZING A Provide setting blocks, spacers and compressible .filler rods as required_ Provide glazing channels and miscellaneous clips as detailed. All exposed edges shall be ground and polished. Clean all glass.: B. GLAZING SCHEDULE: GI -1: 3/8" clear tempered glass without exposed tong marks GI -2: M" clear wire glass, square grid GI -3: 3/8" clear float glass GI -4 :' 1 /2" clear tempered glass without exposed tong marks C. Tempered safety glass shall meet federal specification 00 -0 -4510 and ANSI 297.1 where required. 8.2 ACCESS DOORS A. Access doors shall be flush mounted units with drywall frames; Milcor "DW" series or approved equnl. B. Locate access doors where shown on drawings and as required to provide access to concealed equipment or controls. Verify all access door locations with architect prior to installation. 8.3 HARDWARE A. See hardware schedule on sheet A9.0 for hardware groups. B. All locks shall be provided with interchangeable cores. All locks shall be keyed to landlord's grand master and master key system. C. Provide blocking in partition for oll all mounted doorstops. D. Hardware items: Lock sets and Latch sets: Sargent 8200 lever with rose trim Closers: LCN or approved equal, parallel arms whenever possible, TB & G at wood doors Butts: Stanley 4 -1/2 x 4 -1/2, US26D finish Smoke Gaskets: Pemko or .approved equal Door Protection: Cipco,: Quality, Or Builders Bross Stops: Cipco, Quality, or Builders Brass. DIVISION 9 FINISHES 9.1 GENERAL FINISH NOTES A_ There shall be no exposed: pipe, conduit,' duct, vents,. etc_ All such lines shall be concealed or furred and finished, unless noted as exposed construction on drawings. 8. Offset studs where required such that finish wall surfaces will be flush. A. Provide galvanic insulation between dissimilar metals. 8. See Sheet A9.1 for finish schedule. Partition T Schedule 9.2 WALL FINISH NOTES A. All paint shall be applied in actor dance with the manufacturer's' specifications for the particular surface applied upon. B. Samples of all finish colors specified shall be submitted for 'approval by architect prior to the commencement of work. C. In areas to be left unfinished, gypsum board walls shall be fire taped only. D. Plaster wall surfaces (PLAST) shall be custom skim coat plaster system with integral color to match sample approved by architect.' 9.3 FI OOR FINISH NOTES A. The carpet contractor shall.furnisn and install rubber reducer strips at locations where carpet and resilient flooring meet. Provide color samples for approval. B. Floor covering in closets shall be the same as that of the space -- onto - - which the -- closet - 'pens, - unless otherwise noted. C. Prepare floor per flooring and carpet manufacturer's recommendations to provide lever area for flooring installation and level flooring transitions. D. Changes in floor finishes shall occur under doors and where noted on drawings. 9.4 GYPSUM BOARD ASSEMBLIES A. Refer to Partition :Schedule' on 'Sheet A1.0. B. Gypsum wallboard to be 5/8" Type 'X' gypsum wallboard except where noted otherwise. Provide 5/8 water - resistant backing board at all ceramic tile walls.: C. Provide metal corner beads, casing :. beads and dry wall trim accessories where required. D. Sound insulation to be 3 -1/2" unforced sound attenuation' butts. 9.5 CARPET A. Layout carpet to minimize seams. B. Provide 35 overage of each carpet to landlord in largest pieces possible. C. Carpet pad to be GFI /Allen Fiberloc II, 3/8 "' thick or approved equal. Carpet to be mounted to pad using double stick method. D. Provide `:shop drawings showing carpet seam layout. E. Carpet schedule CPT -1 Broadloom textured loop carpet over pad. Lee's Carpet Buncrane D4116,164 Shingle CPT -2 Level. Loop carpet, direct glue down. 9.6 TILE A. Stone flooring (ST -1) to be limestone tiles by Ann Sacks Tile & Stone, LIILMT1616PRIYL, LMSTN Princess Yellow, 16 "x16 "x1/2" and 16 "x8 "x1/2 ". B. Stone to be installed using thin -set system. C. Provide metal edge strips at all exposed edges of stone floorings Edge strips to be Schluter- Schiene -E, or approved equal. 9.7 RESILIENT FLOORING A. Vinyl composition tile shall be Mannington Essentials,. 12" x 12" x 1/8 ", or approved equal. Color shall match the following:: VCT -1 Mannington #137 "Sandri ft ". B. Static Dissipative vinyl tile shall be American Biitr!te, Electrostatic, 12" x12 ", or approved equal. VCT -2 ElectroStatic,SDT 130 White /Gray. 8. Sheet linoleum shall be installed in accordance with manufacturer's recommendations. Heat weld all seams., SV -1 Forbo No 3172,' Rembrandt Brown. C. vinyl base (RB-1) .shall be Roppe .080 vinyl' base, 4", high, with cove, or approved equal. Provide pre - molded 'interior and exterior corners, or, . alternatively, inside corners may be mitered. 'Color shall match Roppe #94, Burnt Umber. D. Reducer strips shall match RB -1. E. Metal base (MB 1). shall be Gordon Metals No. 840-5/8, 4" high. (C4TfONle CeontinueolJ 9.8' WALL COVERINGS A_ Fabric wall covering shall be Pallas Textiles No. 28.001.021. Classic Washi, parchment. B. Install per manufacturer's instructions. 9.9 ACOUSTICAL CEILINGS A. Install tile pattern centered in room, in each direction, except where noted otherwise on plans. Unless otherwise required to uniformly space light fixtures, adjust tile layout so that no panel will be less than one -half full length or width. Sprinkler heads, lights, mechanical devices, etc. shall be centered in tiles. -" B. ...Metal suspension system shall be 15/16" tee as manufactured by Donn. Chicago Metalic, or approved equal_ Provide sheet metal edge moldings and trim. C_ Ceiling the schedule: ACT -1 Armstrong Cortega #769, 24" x 48 x 5/8" Cortega " #2'87. 24" ACT -2 Armstrong t „�,. «y �, : : 'SR .d L. -ok 11 �� �,.... x 48" x 5/8 ". or approved equal 9.10 PAINTING A_ Conform to the recommendations of the current edition of Architectural' Specifications Manual -. Painting_ B_ Provide two samples of each paint color and gloss on 12" x 12" art board for approval.' C_ Painting schedule: Walls: 2 coat process, tint primer to match final coat, eggshell enamel GWB Ceilings: 2 coat process, tint prime to match final coat, latex flat Metal: 2 -coat process. tint primer to match final coat, semi gloss enamel T. up - "fit h - 'a.- -.pl" at" use for t' - as finish. coat.. E_ All paint colors shall match the following: P -1 Sherwin Williams #SW1129, Canvas Tan P -2 #SW1128, Urban Putty, basic wall color Floor F2 P -3 #SW1130, Neutral Ground, ceiling color Reception Area P -4 #SW113O, Neutral. Ground P -5 #SW1025, Origami White P -6 #SW1202, Posh Voyage P -7 custom stain for wood paneling,. P -8 #5W1125, Origami White P -9 'ZAMA red', match Pantone color #179 9.11 CUSTOM PLASTER WALL Plaster wall system shall be a Venetian Veneer Plaster system, Marmorino integrally colored four coat veneer plaster by "Art for Architecture ". System to be installed over 5/8" Type X drywall substrate by others. DIVISION 10 SPECIALTIES 10.1 SIGNAGE A_ Provide room identity signage matching building standard tenant identification system, including warning signs for Hazardous Materials Area Mounting system to be double stick tape. Quantity = 20. B. Provide one building directory strip for the building . directory to be located on Floor F2. 10.2 ACCESSIBLE TILE FLOORING A. Accessible tile flooring'. (ATF) shall be Maxcess Technologies model 5400„ 24',' x 24" panels, with heavy -duty bolted stringer system. Panels shall be gravity held -on understructure system. B. Floor finish to be solid vinyl tile, color to be selected by architect from manufacturer's standards :.. C. Install complete system including pedestals and connections. stringers. floor panels, ramps, stairs. Vertical closures, as shown on drawings and to meet' manufacturer's recommendations and all applicable codes. D. Provide 1 W''., outside diameter aluminum railing system per drawings and to meet all applicable codes. E Provide shop drawings showing entire system layout. 10.3 FIRE EXTINGUISHER CARINETS A. Provide fire .extinguishers to meet code requirement of 75' maximum travel distance to extinguisher from any point in building. B. Fire extinguisher schedule: FE -1 Larson Cameo #02409 -R, MP5 (2A 10BC), B2 brock.t, or approved equal. Paint exposed cabinet to match adjacent wall. FE -2 Cleanguard CA1081. (1A; 10BC rating), 10 pound capacity. Provide surface mounted support bracket similar to Larson '#846. C. A!: fire extinguishers in fire - protection wet' zones shail be FE -1;. all fire extinguishers in fire - protection dry zones_ haul be FE -2. 10.4 DISPLAY SYSTEMS A. Wbiteboard to be Claridge Series 4 with chalk trough. Panel finish to be No.32, LCS White; Trim to be clear anodized finish. Provide blocking in wall where whiteboard is shown on drawings. B_ Conference Room Display Board shall be custom wall hung . unit with whiteboar d surface' and hinged doors_ Doors to, be faced with panels to match Fabric Panel System. Hardware to be concealed hinges and stainless steel blade pull. 10.5 LOUVERS A. Louvers for exterior screen wall' to be Vert -A -Cade, 300 as manufactured by Construction Specialties, Inc., or approved equal. : B. Finish shall be factory applied Kynar 500 finish. Color to match Sherwin' Williams SW2066, Nantucket Dune. Submit sample for Architect's .approval. .10.6 FABRIC. PANEL SYSTEM A. Fabric Panel System shall be SnapTek System or approved equal- System to have acoustical fiberglass . or tackable fiberboard core as noted on drawings. Edge profile to be W' square_ Fabric to. be Unika. Vaev, Rattan 454/90 Cane. 54" wide. 10.7 WIRE MESH PARTITIONS A. Wire Mesh Partitions shall be heavy -duty all wire type, No 135 as manufactured by Acorn Wire and Iroon Works, Inc., or approved equal. B. Finish shall be enamel paint in manufacturer's standard grey color. Paint shall be electrocstically applied in the factory_ C. Partitions to be supplied with all doors as shown on the drawings. Provide all fastenings, brackets and connectors for ❑ complete installation. Partition shall be installed - and braced to meet the requirements of the UBC for Seismic Zone IV. DIVISION 11 -- EQUIPMENT 11.1 RESIDENTIAL EQUIPMENT A.' Dishwasher shall be General Electric Model ZBD5900DSS, GE` Monogram series, stainless steel dishwasher with stainless tel interior. B. Refrigerator shall be General Electric Model ZFSB27DASS, GE'. Monogram' ,series, free standing stainless 'steel refrigerator with black' dispenser. C. Microwave oven shall be General Electric' Model ZMC1095SB, GE Monogram series, stainless steel built -in microwave / oven_ ' `.� \ III / ChVDtZ EXPI DEC 13 Z0O1 1sING ON 1510 niit 5 OE - E =60 '001/01/E0 P. BEY ARCHITECTURE ' ARCHITECT JOHN W. LANG' SilOE Or 115.11/WKIN CONSULTANTS APO* AZ006 5/17/00 155UED FOR CaISTRUCTIOri 1/13/00 PERMIT ISSUE 12/EiI 9 REVISION. ISSUE DATE fie JAN 00 All drawings mid written matedul appearing herein Ahte the original and u5 not work of the Saiey Corporation and the same may not be dupriteed, used or dsdosed without the written concert of the Sat, Corporation. FILE: Tenant Improvement for tik N E T W O R K S at Intergate West 12201 Tukwila International 81vcL Tukwila, WA DRAWING TITLE pECEw elrr OF nlremLA PROGRESS DATE 1/19/00 o 7 7, 9 u as - PERMii PLOT: PROJECT NUMBER: 99 DRAWN BY: CHECKED BY: APPROVED BY: ,DRAWING NUMBER: 41.0 S'ECRICATSONS PARTITION 50 -EPILE 4otd 6MP'O \eweZ \D 6PI9 \a16dalul \:p :ut1j SOUND A85OIS■6 PANELS Sri NOTE BELOW 5'4, y EXISj GRILLE r EXIST.GRILLE ISSUE DATE DIY or �D R DRAWING HUMBE FEB 0 9 2000 a AS NOTED BUiLot G DIVISK3N t H IT`ECTU-RE to E , T W, O t K S NI drawings ma written nmterial appeaAg herein cans.. the original and uipubfehed wart of the Sabel Comore.: and the same may not be dop6cated, used or without the written camera of the Sabey Corporation at (nttsrr8te LGset 12201 Tukwila /ttta nat1ortal 8Ivd Tutvetla, U!4 PLAN - FLOOR P -2 t/) m 0 m ED PLAN -- FLOOR P -2 va° ' -a° E'Lf4N NOTES L PROVIDE PREFABRICATED_ SOUND ABSORBING PANELS ON CONCRETE SURFACES IN THE GENERATOR ROOM AS FOLLOWS. INSTALL '2' -0' x S' -0 PANELS VERTICALLY at WALLS AS SNCUN. TOTAL OF WALL PANELS IS 66 PANELS (1,056 SF) INSTALL 2' -0' x 12' -0' PANELS WORIZONtALLY ON CEILING WORK ING AS OWN INSTALL 42 PANELS OVER EACH GENERATOR LOCATION. TOTAL OF CEILING PtlNELS'IS 84 P ANELS (2 ,016 SF) 2. PROVIDE OPENINGS IN ACOUSTICAL WALL FOR PAN INSTALLATION. OPENINGS TO BE 49' x 49' CLEAR, LOCATE 12 ABOVE FLOOR WITH WOOD BLOCKING ALL SIDES, TTP.', SPACE EQUALLY BETWEEN STRUCTURAL ELEMENTS- GENERAL NOTES L ROOMSWITNOUT ROCOM NUMBERS ARE EXISTING TO REMAIN. TWERE_I5 140 WORK IN THESE ROOMS IN TH15 PWASE. 2. DOORS WITHOUT DOOR PU1SERS ARE INCLUDED IN GORE 4 SI-ELL DRAWINGS. PROGRESS -DATE ¢A5i99 PLOT: p � PROJECT NUMBER: 99 C�K DRAWN BY: bob „EC 1 % 139 CHECKED BY: hail : cE " APPROVED BY: Q 0) U p1ESEl EXHAUST PIPEUP FROM BELOW, CONFIRM EXACT LOCATION IN FIELD, EXIT THROUGH CENTER OF DECORATIVE; GRILLE PER cu YD FEB _09 2000 AS NOTED' DRAWING TUE : PLAN FLOOR P -2 PROGRESS DATE FILE PLOT: PROJECT NUMBER ,^99 -7 DRAWN BY. bob ` U 9 • CHECKED BY: APPROVED BY: Q < c � 0 0 Z (ID PLAN - PLOOR P -I GENERAL NOTES 1. ROOMS WITHOUT ROOM n&91BERS ARE EXISTING TO REMAIN. THERE IS NO WORK M THESE ROOMS IN THIS PHASE. 2. DOORS WITHOUT DOOR NUMBERS ARE INCLUDED IN CORE E SHELL DRAWINGS. EXPIRED D99- WIRE MESH`PARTITI;ON TO SiR CT. ABOVE. REVISIONS ISSUE DATE ARCHITECTURE Q PERMIT ISSUE D8 dvwings and :rater matc6t appearing herein coes4tde the original and .0 Pu66stwd nark of the Sohey Carpma and the some may not he dupfioatedS used or disclosed without n the written cae of the - Sahey Cdrporatia2 repent t ovement for Z A i > ,.'I. R K ;,S aleat at Interyate 12201 Tuktalta tntematiorfaI It Tukur►ta, Rt4 RAMP UP 8 ° 4 © JI .111111 nom m no s r tie. 1,7,7, nil ,.....) Q ® I 1 ? I�1? % MI 1 � i - ' . ` ; ■Iiu % I [1= MIN Malt J321 ■ E ■ N ■aI■■■■■M■■■■HM7= MEMME, u"'TMEMEM■■■ `B o► mi mwm MEM r oil ■ ■■111■ ■ ■ ■E oE1 ■P1l0•1112111 i1 ■ ■ ■ ■►� ■ ■1 ■ .���:•, ,i.i,1•11•111111•111•1112' i , i,.. i i ® /ril iI ■lE■ ®i11■®1■iiI ! IEI®®111EI11■111■l! ® f Es v.', ®■®111■®1■uI■ %%I■■®IMINIM■�I■I% l ® ■ ® ® ■ ® ® ■••I /% =, M ■i■I %'DoE ■E®■EI■•I■ I ® ■ ®®/IE® ■111 ■1 AI■■®®■■®a■1,�%,���� ■. .:: V! %!1 ■■NIMENl!'_! : ! INT I■[E ■■EMM CIE■ ■ ■!�E ■■�'.`.�-. 'E/.1 ®` ■ r ■ ■■ ' 4 , i ■ ■ ■i ■ ■ ■■u % %I ■ ■ ■ ■ ■ ■•■•'~'i/V E _T „ii r ■.M■■.M1i.■ -� m ■ ■ • `g ' ®I ■ I ■[ Ems Emsose ■ ■■EMI® M _ - I €a ■ ■ ' t ® ■I :sE • • 1■ • �: FL • . r ■■■I®1■ = • - . ® = ■ 1 Ems ni ■ ■■ ■■■■■■■■■■■■■■■■■■��> t MI ®■1 ______. - - f INMW. 1 ______. C] 1. . .. FCC -2 PER CORE < SHELL DRU.*'5 FEC -2 Al_ PROVIDE 45c x3/4' PLYWD PANEL, W/ BOTTOM A 3' -0' AFF • 4' -6' TO FLOOR CsRID VALVE ROOM LONSEIYANIS D FLOOR PI PLAN - -PWA 1 I /S' _ , �• GENERAL PLAN NOTES 1. ROOMS WITI-IOUT ROOM NUMBERS ARE EXISTINGs TO REMAIN. TI -IERE IS NO WORK IN THESE ROOMS IN THIS PHASE. 2. DOORS WITHOUT DOOR NUMBERS ARE EXISTING TO REMAIN. E55 E FIRED DEC 13 2001 SABEY ARCHITECTURE ISSUED FOR CONSTRUCTION 1/19/0e I PERMIT ISSUE I2/I5/99 REVISIONS ISSUE DATE 19 JAN 00 AN drawings a. waten material appearing .rein the original and ...had walk of Use Sabey Corporation d the same may not be dupkated. used ar dsrlosed without tire written content of the Sob, Corporation. Tenant Improvement for ZA N E T W O R K S at !ntergate West 12201 Tukfufla International Blvd. Tukwila, LU4 PROGRESS DATE 1/19/00 F1LE: Zama-- pk.l- Zamackug PLOT: PROJECT NUMBER:'. 99 - 10- ..... 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DOORS WITHOUT DOOR NUMBERS ARE EXISTING TO REMAIN_ EXPIRED DEC 932001 D1 ' alt , � GENERAL PLAN NOTES 3 L ROOMS WITHOUT ROOM NUMBERS ARE EXISTING TO REMAIN. THERE IS NO WORK IN THESE ROOMS IN T1-115 PHASE. CONSULTANTS BEY ARCHITECTURE ISSUED FOR CONSTRUCTICH U19IP0 PER IIT ISSUE 12/15!39 REVISIONS ISSUE DATE A6 drawings ad mike material appearing herein co solute the original and unpublished work of the Sob, Con.. and the sane may rat be dQGmted used or ...sod without the written comcemt of the Sabey Corporation_ Tenant Improvernent for ZAANA N E T W O R K S at Intergate lUest 12201 Tukwila kltematfonal Blvd Tukwila, WA DRAWING TImLE FLOOR PLAN FLOOR FI f'HASE 2 PROGRESS DATE: 10/22/99 Otte of � A RIE: Zama-- pIrFI- Zamaehug APR - 7 2®flLf_ PLOT: ytipurr r.Et1TE3>. PROJECT NUMBER: S9 - 10 -23 DRAWN BY: hl CHECKED BY: JL' APPROVED BY: unnoe ■EI _ 1111®®® ■■ = E ■ ■ ■ ■ ■ ■ ® ■ ■E ®111 EEE ■EE ®E®_®■ IIIIIIIIIIIIIIIIIIIIIIIENIMIIIIIIIIIIIIIIIIIIIMIIIIIIIIIIIIIIIIIIIIIINENEEMENIIIIMENINEIIIIIIIIINIENEE11 ®EE= . ® ®E ■E ■ ®® ■®111 ®11 ■, ■ ■ ■■ ■1111 ■ ■■ 111■ ■ ■EE■ ■111 ■■E■■E ■ ■i ■ ■ ■ ■E■ ®E:� ■ ■■ NEE®®■ i ■ ®■■1111®��E ®■E ®EI ® ■ �■ ■■ 1111 ■ ■ ■E■ ■EE ■ ■ ■ ®I®■ ■■ ■1111 ■ ■■ ■ ■1EMEN■e e ®® �■ ®E ®EIi ®11 ®�� ■ ■E■®® ■ 111 ■■EI8 ■1111 ■EL■■ ®E ■ ®■ ■IEEEE■EE EEE�IeEf6E ® ®Ii■®® lEE E ■ ® ® ©■ = ® ■►oe ■® ® ® ® ■ ■N'01 ® ■®■ ■ ■ ■lE■ ®6 ■ ■ ■EIB ® ■ ® ®■ ®111■ ■ ® ■EEIM ■ ■IEE ■ ®i ■1111 =-. ® ■ ®011 ■ S■ IIYI■ EE0■■ ■ ■ ®®1■■ ®Ee■■IE■■ ■■■ ■ ■ ■ ■ ■ ■ ■1111EE■ ■Eli ®e®i■E®e11I ■E ®EE ® sou ■ 0 0 STAIR t RAILING BY ACCESS FLOOR SUPPLIER 1.5 � oag�0mjs0mijL 1 ■ ■eiEEEN■ ■111111■■ ■E1111e11 ■■®11■I 1 ■eEi ■EE®EEEEEIE ■■EE ■MIEE1111 ■111 ®■ ®®■®IIIEm 111E ■E11EEE ■ ■11Eir ■I ■ ■ ■ ■11EI■eE■E■%% %11E ■®Ee ® ■ ■ ■INE EEEI ■■ •■11®11®11■® ■■1% %il ®EE ®EE ®EE ®■ ® ■■I ■■■11E® ■®E IEE ■InTRIN11EEe■■■■EE ■E ® ® IIE ■ I ■ �- - i:;:�: � ' - - _- - - 6 CRU -15 CRU -1 . ■E!1 ■ ®1■■ ■E ®E ■i11EiE ■E■EE■ ■EB ■ ■ ■ ■I�J111 ■ ■■ I ® ■ ■�3iiEliui■ ■111■■■ E7lJE I! lIII1 ; ■ii ■■■ ---- -- = =1 HN W. OWE OF ,s1 IE■ ■611 ®e® 1111 ® ■ ■1 /ill ■ ■ ■ ■ ■ ■ ■ ■■ € � , f .. - I. ■ ■ ■ ■ ■ ■ ■��J ■ ■� ■ ■■ �� 1 111 ■111 111 1111 1 ®L® 1111 �! .EIE 111 911 - �i� ■■ ■ ■ ■■ ■L�I %LU ■ ■ ■ ■ ■i ,N,�,,. 11111111 ■ ■■ ■ ■ ■ ■■■■■ ■iii■■■■ ■ ■ ■I RA» I ■■■ ® E� II ®EEEHeI®11il ® ®• ®1111 11=1 E■ 1 ■ ■ ■■ ■■ ■E=_:.7221■ ■ ■ ■ ■ ■■ 1111 ■ ■11■■ ■I■ ■ ■E■ ■E■■EENIEE IEEE■■■ ■ ■ ■■■■ rn' ■ ■ ■ ■ ® ■ ■E■■EEE®EEEE■■■ ■EE■® ■EE ®Elvis■■■■■ ■■■■■61131 111 ■ ■ ■ ■ ■ ■ ■■ ■■■■■1111■■ IEEE■■■■■ e■■■■ e■ I■■■■■■ ■ ■ ■■E ■ ■M ■ ■■ ■■ ■ ■ ■■ ■■ ■e E■■■■®■■ %%%le ®iIE®®E11E %11111 ■11EE ■ ■E■■Ee■■E11e ■■eE ■EIEEi ■■ ■FE ■1011■ SEE■■■ EE■ EE■ E■ EE ■■Ee■EIE ■EINE■■■■EV1EE ■ ■EEe■ 1111 ® ■E ®E:� zl■E ■EEE ■EE:2! gl ■■11■1111E1EE E{ I® E®®■■ E■ eEl■■ E■ eE■■■ E1ElEELIE■ EI® eLEeEEEEE■ EE■® fI■ EIEI KEEINE ■ ®IESIMIEE ■E ■■ERIEE ■■E■■ ■■ ■emmum■V!l■® 11111■■ ■ ®■I■Ig l ■ ■e■e11EI ®EI ■I %!IeEE° ■L®■LUIlL 1■Li■ ■eE ■ ■ EE■ EIa■ EE■ E■■ EE■ EE■ EIE■ El■®Ee■CE■EEEEIEEE■ ■E■O®E®®eE■■ ■n■ ■ ®® ■ ■ ■1 ■IWAIMEEEE ■ ■EIEI! l ■e ■■ ®®EEEI■I% 1®■E■■ee■e■e■®■eE■E EMEMEMEIE■EEEE■E ®E■EEeEMEE1eE® ®■Elm ■EEeEIEE ■EE ■EE ■EEE INIE ■11■ ■■®■ 1111 ■IAI■®®E®■ ■■■I■I!t■® ■■®EE 1111 ■lgle ■il® ■eE ■e■■■■ ■E■■® ®■1e■ EEiI■ E> E■ ELE®■ EEE■ EE■ EE ■El■ ®E ® ■EEeEEMEEEe ■E■ ® ■EeEM ■■ e STAIR t 841: 22 ■ ■ ■,■■E■ %2111111111®1 ■E! ® 1 m ile■11■® ■E1111MA 1EE®e�JE!�leE!eP ■C! ■E ®! ®E{ ■E ■EMMEIN! ■L ■EELEEMENI E9EW ■ENHL�EL® IEE ®1 ■111■■E■® ■■ ACCESS - ■E ■■■■1111 %%% ■e■i1■E■i■s%%%I ■wa4ilalil ■■'s% % I■■■■■■■■■ EI■■■ ■ ■■■■■EIE ■A� ■EEI>AEE■■E ■ ■E■■■■■ ■IEEE■■■■■■■■■■■ ■IEEE■■■EE■■E■■■■■ SUPPLIER ri =ammo ��••mu minim Rlmmmmammum w� mmEmmm■ ■■■ E■■■■ EI■■■■■■■■■ E! aElliNiriiillliIMMME ■E■■■■e ■IEee ■e ■te ■ ■ ■ ■ ■■ li ■ ■ ■ee ■E ■ ■ ■ ■■1■ :1 ■C EMMEMMEME MEMM ■MEMMEMMEN I ®GiMMEME ® ■E ■ ®■MEMENENEmi mimmiiiE i IriEE 9Em .., ,. ® • • N - i : E ■SiE_E ■ ■Ei� - _ - mmmmmlim . �IJ PLAN -- FLOOR FI, PHASE 2 I,B• = 1_Or �% CONTINUE DtlSTIt FLd7A0RR GRID LAYOUT ..,.Y. 2. DOORS WITHOUT DOOR NUMBERS ARE EXISTING TO REMAIN_ EXPIRED DEC 932001 D1 ' alt , � GENERAL PLAN NOTES 3 L ROOMS WITHOUT ROOM NUMBERS ARE EXISTING TO REMAIN. THERE IS NO WORK IN THESE ROOMS IN T1-115 PHASE. CONSULTANTS BEY ARCHITECTURE ISSUED FOR CONSTRUCTICH U19IP0 PER IIT ISSUE 12/15!39 REVISIONS ISSUE DATE A6 drawings ad mike material appearing herein co solute the original and unpublished work of the Sob, Con.. and the sane may rat be dQGmted used or ...sod without the written comcemt of the Sabey Corporation_ Tenant Improvernent for ZAANA N E T W O R K S at Intergate lUest 12201 Tukwila kltematfonal Blvd Tukwila, WA DRAWING TImLE FLOOR PLAN FLOOR FI f'HASE 2 PROGRESS DATE: 10/22/99 Otte of � A RIE: Zama-- pIrFI- Zamaehug APR - 7 2®flLf_ PLOT: ytipurr r.Et1TE3>. PROJECT NUMBER: S9 - 10 -23 DRAWN BY: hl CHECKED BY: JL' APPROVED BY: UPSm cite 1 FI10 1 D/C PaLER RM 1 Fill 1 DAC MILER 1 .1 • 1 F112 1 MUNE ELECT Tao 1 F113 1 MOVE TIE DOOR 3 lGEMEEM ll �■ ea ■ ■�7 ■ ■67■I�l1 ■�11l1 ■I�l1 !�!1 ■I�l1 ■�!!1 ■ ■!�llllllli. ■ ■ ■ ■ ► r�3 7 i P � :� 1 ! 1 !4. 1 ��II I` ■i ,1 �Iti _..9 ■ \�11����r11� \ ■ ■ ■�.��. \ •i �II��Y1�������71� ■�IiI�� \� t. i I \I . r . ° . F•s -i - :4:1: I. T3 -i i ■4L UPU r� of 1 1. 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'l C 4 . N .. •• C i !hill ■! ■ ■ll ■■ ■ ■■ 1 Mariemini- lilmiCligsiil ED 6:CURI'R' DEVICES PLAN - FLOOR PI, PHASES 142 1 /8' = I' -0' PHASE 2 SECURITY DEVICES LEGEND: PHASE 2 DEVICES PHASE I DEVICES ( LIGHT LINES ) ( HEAVY 'LINES ) CR PI-1,45E 1 CARD READER DOOR POSITION INDICATOR FINGER SCANNER VIDEO CCTV MOTION DETECTOR F2 -4 D 0 q3 GENERAL PLAN NOTES FLOOR F2 PHASES 1 4 2 L ROOMS WITHOUT ROOM NUMBERS ARE EXISTING TO REMAIN_ THERE IS NO WORK IN, THESE ROOMS IN THIS PHASE 2. DOORS WITHOUT DOOR NUMBERS ARE EXISTING TO REM APP 7.5) ( 8 DEC 13 NM N v 110 gU0.DI�'G DN5S10IS ARCHITECTURE CONSULTANTS REVISIONS JOHN W. FANG SIRE OF leASEINGPiell AF0'' AZ009 3/27/00 ISSUE DATE Al draou s o gs and eaten matef appeaing herein corshlute the. original and unpblisle:d wale of the.Sdiey. Corporation and the some may not be duplicated, used or dectwed without the written conceid of the Sahey Corporation_ Denant Improvement For Z A /A DRAWING TITLE N€ T VY O R K S at Intergate tlest 12201 Tukwila International Blvd Tukwila, WA PROGRESS DATE 3127/00 RIE: Zama- ShtA2 -3edug PLOT: PROJECT NUMBER: DRAWN BY: DD CHECKED BY: JL APPROVED BY: SECURITY DEVICES PLAN CtK pF TS.l'n•.4 99 -70/ - 7 2516 NEW SI-IEET' FIRST 'ISSUED WITH AFO "AZOOS DRAWING NUMBER: 9520 '001/9Z /£O.:Pal7oid 6MP'SE ZVit -ISV eZ \3 6 PIR \a1 \ ,alTd N ® PL4N -- FLOOR F1 - TEMPORARY OFFICE LAYOUT I /8• = l' -0 SECURITY DEVICES LEGEND: NOTE: DEVICES 51-WOUN ARE PART OF PI-4ASE 1, UNO. CRI CARD READER DOOR POSITION INDICATOR FINGER SCANNER GENERAL PLAN NOTES L ROOMS WITI -1011T ROOM NUMBERS ARE EXISTING TO REMAIN. TI -IERE IS NO WORK IN THESE ROOMS IN TI-113 PHASE 2. DOORS WITI -QUT DOOR NUMBE5 ARE EXISTING TO REMAIN. EXP I RED DEC 13 2001 8 SA-13EY ARCH ITECTURE REGISTERED ITS JOHN W. TANG SM. WASIIMIN n°11 1 -3' FRC:MOE FAO 0' BLOCKCUT5 N FLOOR FOR CONDUIT TYPICAL WIRE MESH PARTITION FEC -I PER CORE t SPELL Bot,LCING pii,;Siti�1 AF0° AZOIH 4/7/0,0 APO" AZ009 3127100 ASV AZ006 3/17100 ISSUED FOR CONSTRUCTION 1/19/00 PERMIT ISSUE 12/5/99 REVISIONS ISSUE DATE 19 JAN 00 M drawings and written material appearing herein constitute the original and unpub4sled work of the Sabey Cmpaatian and the some may not be duplicated, used or disclosed without the written concert of the Sabey Corporation. Tenant Improvement for Z A A at Intergate West 12201 Tukwila international Blvd Tukwila, I VA DRAWING TITLE DRAWING NUMBER: T W O R K 3 FLOOR FLAN FLOOR F2 TEMPORARY OFFICE PROGRESS DATE: 10129199 FILE Zama - -pin 1- Zamadur9 PLOT: PROJECT NUMBER: 99 -70 -23 Htwnvt9) DRAWN BY: hl qTV OF TUKWILA CHECKED BY: JL APR - 7 1000 APPROVED BY: WNITEBOARD - 414 X @'L W/ ACOUSTIC IMILATION 11 �►'��Zii� CfNF 13'I ;® MOM �F330� 1 MIER W4llTEBOARD -. 4'y X 121_ • BOTTOM 41TE 3' AR, Tr. U AM C kJ73�CJARD 4'H X 15'L pna II MINIM MOW Nana him ` I ` ir, 1 111 F3231 W TREBOARD - 414 X 81, BOTTOM • 3' AEF, TIV - - t - — - NEN a No DOOR ON MULLION I= MI INN 2 . - O PLAN -- FLOOR P3 - OFFICES LAYOUT - I' -P.' 1 1 1 1 1 1 1 1 1 1 1 1 F 45E 1 1 1 1 • 1 1 � 1 1 1 I I Fk4 E 2 SECURITY DEVICES LEGEND: NOTE: DEVICES SI-WQ1 t4 ARE PART OF PHASE I, UNO. ICRI CARD READER DOOR POSITION INDICATOR FINGER SCANNER GENERAL PLAN NOTES 1. ROOMS WITHOUT ROOM NUMBERS ARE EXISTING TO REMAIN. THERE IS NO WORK IN TI -IESE ROOMS IN THIS PHASE. 2. DOORS WITHOUT DOOR NUMBERS ARE EXISTING TO REMAIN. IIREdimommEm Tukwila, WA EXE DEC 13 2001 BEY ARCHITECTURE CONSULTANtS RET�IIZ1 E n JOHN W. LANG STACIE OF 7 SHINGTESS AFO. Azmil 417/m0 REVISIONS ISSUE DATE _.... - All drawings and written materiel appearing firsein canshfirte the original aM moth.. work of the Sob, COMM., nd the same may not be duplicated, used or cksclased without the written consent of the Soh y Corporation_ tenant Improvement for Z A A DRAWING TIRE: N S I W O R K S at lnter We 12201 Tukwila kltemattonal Bivd FLOOR PLAN FLOOR F3 OFFICES LAYOUT PROGRESS DATE: 3/25/50 FILE: Zama -- pkft- Zamadwg PLOT: PROJECT NUMBER: 99 - 10 - 23 DRAWN BY: DD C rn r O nptwlt.A VIDEO CCTV NEW SHEET FIRST ISSUED WITH AFO °AZOII CHECKED BY: JL APPROVED BY: A ^r, 7 ZIPP PERMIT CENTER I 1 f t = • 3+4%,(9013 PARTIAL NOR11.1 BUILCNG ELEVATION ,, PARTIAL EAST WILDS* ELEVATION t 1!8' = IV-4r R �' -S' (H2 3' • FEB. D'9 2000, AS NOTED ;, at kltergate West 12201 Tukwila krterrnattonat Blvd' TukwJ�d,' uxa PROJECT NULIBER 99 =.7t0 DRAWING NUMB. SECTIONS ,• AND ELEvATIONS m. O NEVI CCFC E:IE PLATFORM ' t TM'STEEL PIPE:GUdg,RAIL BEE STRUCTURAL DRNUlY 3._ ccN 9LA6 -CN -GRADE FOR CEaMCAL,PUMP3 SEE 5TRUC RAL DRAUPYr S1RUCTIiRAL SLAB -CR- GRADE FOR '�atKSOR'Rc�MPRE�Lo .. Wifr:AL EQUIPMENT, SEE RT ct4f I E 11J E� 8Tia1G11RALDRAJUTGS. L J-o rt6 C^ ORE�'R,_UP-.C.tc tj:1. O PARTIAL NORTH BUILD* ELEVATION r-0' SURE pERtlIT M 2 ISSUE DATE M drwigs and written material appearing heiein constitute the original and unpubrehed work of the Sob y Corporation and the some maj `rot be dapScated. used or rusdbscl without the -written cancent of the, 5�ey c orpora6pa. Tarrant Improvemaat for A F206 ROOM F >CURE I-IALLW Y 11111111111 III • 111.1.761—!m111111 P'111••1 ErtMEIII 11111■111011=111111•111111131111111 MEM Pr111111111MPX-M- . ‘ ;maim ummim en 1MMIIC ill.1111111. E- I ;Mrialill LINEAR FIX% 55 COTFERENCE g II LLUN•II 1■111IN 11.1ku , 111111111111 1111012•111 !noel MIMS' Sin MI MI11111111 4 CPT-I START TILE LAYOUT FERE 14 •-5 314• - PAINT P-9 T-10' OFG - 1 P203 CPT-I ® OFFICES - REFLECTED CEILING PLAN ROOM es:-.■=ry.;&44■ `# mai 46e 434# CONFERENCE - IRIEPLECTED CEILING PLAN = 1. -0' 0'-0' 2 1 -0 2' 5' BREAKROOM - EAST ELEVATION/ SECTION 1/4' = l'-0' egsamocti - eerato I F202 I HIDDIENLUALL. - EAST ELEVATION = 1.-0' EXPIRED S- BEY ARCHITECTURE 7 1=1 CONSUIJANIS JOHN W LANG SAGE OF 1115.11fIGTON &- APO+ AZOOE 3/17/00 ISSUED FOR coNsiRticriorst 1/19/00 PERMIT ISEUE turedea REVISKINS ISSUE DATE 19 JAN 00 drmrings Old eaten material appearing herein conshthte the original and Imputalished won of the Saber Corporation and the same may not be dopfica.. used or .closed without the waten consent a the Sat, Corporation Tenant Improvement for ZAMA NETWORKS at Intergate Warst 12201 Tukwila International Blvd rukurIla, 111A DEC 1 3 zooi DRAWING TITLE: ENLAIRED FLOOR FLAN REFLECTED CEILING PLANS - 0 INTERIOR ELEVATIONS PROGRESS DATE: reastas FILE: Zama--ph.1-Zamackug PLOT: PROJECT NUMBER: 99 DRAWN BY: DD REL CHECKED BY: 1 cnv APPROVED an APR zutiu PF_RIMT CENTER DRAWING %NEU: F4.0 ES :00 :1 '001/61/50 6 .P . O-5ilLISV.Z\2 -6 pIn\a1 6 aalun:s .51d \r, -� 1 1 A8.1 ` 10' -6' A8.1 3' -0• 1 72 7 OQ NOE 2 ) HOC. F20 CV 1 F210 1 I F211 IF2 ®5� 1 __� _ ski WALL AS EMBLDY I I - -! 1 I k 1hICIi1IIII7 —r I le I I I®i1V Fll mfl1�lc1 t . 1 " ! IIIII / \ CA) (A) - r M MINI IIII 2 -o' 2_0` 2 -0 - 1111111111 I�IIII��Im_ �1i�l tii�l l� m - "sr I ' A IIIj►lfui �►llul�►Aly� an.r. ;t l 1 ErA 1 1ON QSEC I ION EAST EL /y � � SECTION 10' O 14 9' -0 1/2', VERIFY 3 0' 1 -6• I -6' 6 10 N ' ED 0 m 12-8 ' ( EQUAL PACES 4 a 38' OL.) • II MU"" PANEL SYSTEM M Minn FEN TO PLASTER WM:L I�IY�IF Emma, Ram' i w 1 60 DEG ilit 30 DEG l /I / EGMItt = 404, SATTE NIFat7E - J.CUSTOM„ GM SOFFIT AND CEILING METAL BAND AND REVEALS CABINET SPACE BEYOND �. 5NAFT \ \� \ \\ `c 15 Ark r HALL RAILING e BALCONY EITUUMMi (3) SIGN LIGHTS ELEVATOR LOBBY PASSAGE CURVED SIGN PANEL W/ PLASTER FINISH 4 CAST METAL' LETTERS t LOGO 'IINISTRUT' METAL FRAMING SYSTEM ' -0' EOJAL CL 3' -2' EQUAL O MST ELEVATION/ SECTION SCALE: 1/4" = 1' -0" E F E !S1 i lk t��' twarillirammi iG'�11Imliii�I �C � �I Z AMA If►tl/A':�IYIIAII/ilA�l I /(����j - ffill i "�• ""°'•- "— I I I • I f I MIS r! F ■h. I � I 1l��I�III�II�II®l�l�C�� "�f ®�I Ii i/�1V CUSTOM WOOD PANEL SYSTE 1 1111 I . I11i�11111M1ll n 2 -10 3/4' 2'-I0 3/4' R \ 0,, FIIE 13'-6 la' VERY w/ A/V SUPPLIER ' , FIELD vEREY NOC ROOM - SOUTH ELEVATION/ SECTION SCALE: 1/4' = 1' -0" ® WEST ELEVATION/ SECTION SCALE: 1/4" = i' -0" 12' -8' ( 4 EQUAL SPACES - 38' O.CJ COPFERENOE 1no1 ( DR- ENSIGNS ARE A MIRROR IMAGE OF (1) EAST ELEVATION/ SECTION RECEPTION 3 EQUAL SPACES e 38' OLJ CUSTOM LIGHT. FIXNRE 3• -0' ( 4 EQUAL .SPACES a 30' O.C.) O NORTH EL. e DOOR RECESS ) SOUTH EL s DOOR RECESS SCALE 1/2" = I' -0" SCALE: 1/2" = 1' -0" Apik Ark Ark l i g raMMra p iriorw 1'Et ® ® ®E'l -- � � ® •__' fir 11 I (A) rJr NIES) (A), Nil EP 11�t�IlS� - 4 4 4-P 5 EgAU BE.YOrgP. W . ZAMA ` _ -CUSTOM T RAISED METAL SIGN �"-- WALL' PAPER FINISH BATTERED CUSTOM:' 1f1:4TEF2 U'I43 L Ark %Pr 411 CO Ink Iink I 1 I 1 AMI , IDI A61 ' ri�u" * 1 ► ® ._... 4= 1 C04 \ FMI ► II1111 IIlIIRi11�1I11AlI�ISilrililfl�IlllElfl�ll `ill�fl E Elfi 1111 - 8 , 5' IV -I' 18' 8' -11' BATTERED CUSTOM PLASTER WALL F201 12' -8' 6 EAST ELEVATION/ SECTION SCALE: ,1 /4 "'= ' -0" NORTH ELEVATION/ SECTION l' 5/5' a SCALE 1/4" = 1' -0" t2 LE1RJT' METAL FRAMINS SYSTEM ET STOKED GLASS DOOR W/ PIVOTS TOP ! BOT, M. CATCH 4 WIRE RILL. TTP REMOVABLE I/2' MDO PALL Ulf WOOD BASE, PAINT P -2 n • ICY Cr lop CL OF ROOM FABRIC FINISHED WALL SYSTEM W/ (A) ACOUSTICAL OR (T) TACKABLE BACKER BOARDS RECEPTION 10c1 HOC CUSTOM LIGHT FIXTURE SOUTH ELEVATION/ SECTION SCALE: 1/4" - 1' -0" 13 A ENTIRE SHEET CON£RENCE F210 I OF ROOM RECEPTION IF200I OF ROOM T -10' x-0435 1 Ja I MI 4 7-0 AFF i r I IV 0 I l i EXPIRED DEC 13 2001 CUSTOM PLASTER WALL FINISH FIRE -RATED PTN, SEE PLAN FOR TYPE RIRRED PTN, SEE PLAN FOR TYPE 5/8 GWB ON 3 14' MET STUDS e 16' OC, SLOPED CUSTOM WOOD CASEWORK L;1, pp Fl \y RE iniEnEn HTiE ':ONSIR JOHN W. LANG OBOE OF 10 A AFO'AZ00E, 3/11/00 ISSUED FOR CONSTRUCTION 1/19/00 PERMIT ISSUE 12/15/99 REVISIONS ISSUE DATE 19 JAN 00 Ail drawings and written matedal appearing heresy constitute the original and unpublished work of the Sad, Corporation and the same nwy not he dupf... used or dsdased without the mitten concert of the Satey Corporation. FILE Tenant Improvement for ZAPAA N E T W 0 .. R K S at Mtergate U,sst 32201 Tukwila International Blvd Tukwila, 3314 DRAWING TITLE: INTERIOR ELEVATIONS/ SECTIONS PRDGRETCS DATE: 119/00 PLOT: PROJECT NUMBER: 99 - -23 DRAWN BY; 00 CHECKED 330 NL t nmw11A APPROVED BT: APR 7 N91' DRAWING NUMBER: ® SECTION e CASEWORK AI SCALE: 1/2" = 1' -0" 01 =6T '007/5T/E0. , llaTTWTd 6 Mp'0- LyTUS \emeL \s 6prg \aofiJaTu3 \ :2113 Scala IS' -0' Scala 1 5'•r - ar - 4' LCN's SL E:YE OR COREDRILL FOR GIL6RDRALL Poen, SET POSTS Oil EPDXY. m.o.= CLJtCiiETE NMI, SEE STiUCT 4 REJAR x:ffi" LONG • 24 OL DRILL'.,! GROUT .MO EXEC coerJTE WALL EXISTED Ca4CFETE GN.L 4 'B' FLOOR RAISED RAISED FLOOR c AIM! �r Mr GM, TYPICAL CUTINDE FACala ACOUSTICAL NSLLATIGN, &ERE NOTED FETAL STUD INSIDE FACED STUD TRACK oUreIDE MC ACOU611c4L INCH ATICK I'M NOTED FETAL C-H STD NaCE FACED 6w TRACK Imo€ iily�t r OUTSIDE FACING tEt6L 51UD P E FACIG STD TRACK TYPE BASE DETAIL PLAN SECTION 2 V2 METAL SIDS IV SAY GiLB WON SIDE C-4 METAL MA IV 546' GOB E4CFT SIDE STEMS. count wee PLATE 1BRACE ...' 2 Vr METAL 61I1D OFFSET I,2• ARCTED 8ASEPLATE DETAIL 25/A60 v� • .w:: sees v v v,®v vosvl i ftl straw • SIDES a4Eo ►� TORT BAR JOIST N, Nei ../ `�, k ACCUS. �IL. U4 34£ NOTED. J : F 6T• ►-1 1` _ 4 r j oL: EETYEB4 JOISTS IlitY l! SEALANT BOTH EDES Reif ACOU 5. NSUI.. FEGUISED. . SIMILAR TO DETAIL 25/46$ DETAS. 25/46.0 vevwv ..v..v. I®;y Ga 0lE sox at SMLAR TO DETAL SlABID • ACLUXIC retUrict, DEIIE NOTED - INCLUDES , MBiL ATICA4 N PARTITION 611D S mor£. PARTITI ON 04D EXtETDED 4' EEYOMD EACH SIDE PARTma \ / ®1 W 6 f C ill°"I 1TPICAL, c0•67R1CTON 3 VP x20 GA STL 6T13 SPACE •T-0' Or. MAR 0PTI04 NST*J 4 CROSS BRACNG • T-0 OZ. SUBPBDTD PANEL CEANG FERFLArt '.. PARTITRQ4 BALL PER SCTECULE DETAIL F REES1l' E JoWr 6Tei61 20 GA 5T. TRACK F4Z1B4 TO STRICTFE 0114$' TTFE 5' 6cR JE• oL SEA1..ate sow SIDES DERE ACOUS. NEIL REp1IRED: ADM. NEIL 114BRE NOTEDD. PARTITION WALL PER 60EDULE, DO NOT FASTEN TO TRACK. C.ONSULTANIS PEIR*iIT 15e JE REVSIONS ISSUE DATE All drawings and written material appearing herein carrstitae the origrnd cad u'puhfisrM work of the Satre) CorpmaFnrr and the same may not be dup&atect used or &•seamed ifhaut the oaten content of the Sob, Cbrpmatiao. Tenant improvement for DRAWING TITLE: DRANTNNUMBE A Etc c ITECTURE AWE aF Z AMA i2/t5/99 N c 1 W 4 A at kitergate tLis6t 12201 Tuictulla International 5tvd TABI a, Itt4 DETAILS PROGRESS DATE 12/15/99 sr*" FILE e116-0s6tg ct � + tj PLOT: GeO - PROJECT MADER: S9 DRAWN BY: dd CHECKED ,BY: bob APPROVES BY: N c0' Of cV to m 0 m 0 Q O co to 0 0 m w 0 c� z 14 FIFE GUARDRAIL 1 PIPE i4APDRAIL SH IPS LADDER /GUARDRAIL Scab: 15'4 -0' 31 i 1 Scats: Fai PrAll g Iw i t 1/4' 111 O DOEND ENCLOSURE AS REQUIRED BY ROOF 'DRAN LINE EXTERIOR BILDNG WALL 6TEH. AND BDDEFLATE, SEE SILL DRAILEDS PARTITON TYPE R 2 V2• METAL Amos • FLOOR ! EJQBDUD To A1RJCTURE AE0)E 543' GI46, TYPICAL HOFOZONTAL METAL 61D BRACE • 4'- 0'.OL_ ACOUSTICAL NSULATUCN __ - tLFEREfitifitlit ma'am NSIDE FACING atT5DE FADE slIDS FLINN at AUTSDE ',.. cONC. CURB it 9 MBAR CONT. 4 5 BAR •;4' -0' OL. DRILL AND GRalT Edo coNc ETE SLAB TTP. =IC 64 ®� 1 -41 4' CLEAR TYPICAL -UND A DOOR EWE Hft DOOR PI32 TALL CONST. PER PLAN Za Scala 115'41' -0' 4• LONG SLEEVE oR COREDRfLL FOR GUARDRAIL FCSTS, C4x125 SIMMERS GALYNIZED, TTPI LLV L3x215x1y BRACKETS TOP .1 BOTT014 3' STEPS, SPACED UMIFORI.Y AT 440 SiJ7lJGIIRAL. SEE STRICT. DOGS AUK 0/041E-- EFPORT BLADE BRACE LOUVER BLADE STRUCTURAL FRAME SEE STRICT. DUKE&. LOUVER PERT SECTION 42 1154 PIPE GUARDRAIL, POSTS, TOP RAIL AND VIER EDIATES GUARDRAIL DETAIL swift (.r-O• CONCRETE SHAFT !WILL Scala r.,-0' Scala ILS•.r - o' STRUCTURAL FRAME SEE STRICT DIGS. ALIrt CRONE. . SIFPORT BLADE BRACE ELA ER BLADE OFB4El WIDTH • "A DIt 1/4' LOUVER PLAN SECTION PARTITION DETAILS Seals '4 '.r_0 . COLUMN ENCLOSURE Scals ''4' , 1' -e' 33) COLUMN ENCLOSURE Scala 3 4 • •1'-0 • DCIERIOR BILDNG WALL STEM =Urn SADEPLATE 4 BRACE - SEE mat. DRALEDS O LU�" IN ENC $IRE sca ia '. s 4�•r -m' INSIDE 44 PARTITION ! HEAD DETAIL talk 41 -41r WIDE FACED FARED CELPD OUTSIDE FADING PARTITION HEAD DETAIL Soda 44'=r -0' OUTSIDE PARTITION CURS DETAIL Srafe 3' -0' 5/S' GUS TO BOTTOMT OF JOISTS ABOVE 3 5/6 METAL SIDS • D 01;. = ATTACFI 1 BRACE TO STRUCTURE A60VE FURRING EXTERIOR WALL Scaly 3 4••V aD�' PARTITION I`IEAD Scala 3'41'-0 PARTITION HEAD DETAIL Scats 3'.r -0•.. - TYR HOLLOW METAL. JAMB Scala U LL eam D° r A E cn cK 11 Of NA RA "DfAI . APPROVED FEB 0 9 200f AS'NOIED 9UILDING DM .' TYPICAL MULLION DETAIL Scala '3'4 =0' EXPIRED D99 -0435 T0 '001 /6T /EO 1PAGTUId DMP' T- BVTUS \ewD \3 6PIE \BTDJaTUI\ S 1atr� I• i' TYPICAL 1" 1' TYPICAL - 1' TYPICAL >� CUSTOM .- -� �= - E TYPICAL PAINT P - ��iiJ A0'0' 1 WOOD, PAINT 7 I � r l � .\ n WOOD PANEL /, / SYSTEM, o% ii \ WOOD PAINT P -7 1nI ��1I viii 1I1I ,I1i �i 1I iqi 5/B ( ° 1/2" GWBN ) \ \: + 7 -0• AFF. d I 1" TYPICAL ARCHITECTURE TECTU WOW • PAINT P -7 P! I 1�Il �n 11I. ; ,,, � v1I�, iiDOO I`i : ivr S/8 (EX) - / GM \ 3 /8 "X 1 1/4° \ METAL BAND CUSTOM WOOD PANEL SYSTEM, PAINT P 7 II,I 111111 rig rig sus r, iii ri n ni i I 'A n� ; 5/8" (EX> W DD D . PAINT 1 2" PAINT M GWB P -7 / REVE, 1/4®VERTICAL \ REVEALS P -7 1/2 y '�® 1/2" 3 METAL B , ) - �. �e� ' = �..� �\... 3 /8"X -f/4 ����. ��- ` \ MEraL BAND ' .III + 7' -0' i T `. - \�... : ` .7 JOHN W. LANG T- T :.'- -- " _ _ - .. _. . PLAS WALL OM PLASTER WALL ON 5/8" GWB CH CUST M O 1/2 �i 1 3/4' L 1/2• PAINT P -7 CUSTOM PLASTER WALL 6 EY m WOOD PANEL REVEALS METAL BAND REPEALS BAND 6 8►4TTERED WALL BAND DOOR HEAD CI) SAND 6 DOOR OPENliv'cS Scaler 6 1/2' TYPICAL 0 1/2' TYPICAL NOT USED nA —' FABRIC W P A N WALL SYSTEM OVERHEAD CUSTOM WOOD & SON 'STANLEY DU 5200 'I.- ----1111••- „- WALL BOARD - TACKABLE, OPENING _ o I P - • 1 METAL STUD 'll II'1 r JJJ N711TEBOARD WOOD TROUGH �`I ®� Iu n ' nl :4' 0 1 I ii 1 1 / Y v �, - III III n 0 , i� P „QTTA710N / �.. DOOR W FABRIC FINLSEI 'z � ' \ 'SNAPTEX' 1/2` SQUAREEPGER, TYPICAL GWB • t p . 0 � o � �o " • FABRIC FINISHED WALL SYSTEM W/ - / BACKER BOARD ACOUSTICAL OR TACKABLE, SEE ELEVATIONS. \ 1 /2 "OHORIZNTAL RE \ 1 /4 0 VERTICAL REVEALS REVEAL, PAINT P -2 E r m° I ° ` ° ° . �,,�y IM V \ ' y/ I ^:sI IYOLOR ,, ,, 11 \ ,jI I �Yf ,f Y {., SYSTEM W / ACOUSTICAL OR SEE ELEVATIONS: 1 2" GWB / L BEAD 'SNAPTEX 1/2" SQUARE EDGER DNB PAINT SURFACES ABOVE NE W/ CRAG C REVEAL ZNTAL 8' 6" A.F.F. rn ° g i, %III V`��S1 ° �� ° �. � II \ G AB 2 -1/2" METAL STUD @ FURRED .END WALL ,� SNAPTEX' 1/2" SQUARE EDGER /7 i . � : \ REVEAL, PAINT P -7 '.. ABRIC FINISHED WALL S TEAL W/ BACKER BOARD - AC. ' CA! OR TApCABlE 7 : NS SEE TI \ ®+ REVEAL PAINT P -3 FABRIC FINISHED WALL SYSTEM W/ BACKER BOARD.- ACOUSTICAL OR TACKABLE. SEE ELEVATIONS. _J C L OF DOOR `f. GLASS 1 1 & CONFERENCE RM ROOM SIDE — II III - SQUARE EDGER — NOC ROOM SIDE A I CONFERENCE Q 2 I I... r 21 FABRIC PANEL REPEALS ® GWB/ FABRIC PANEL JOIN @ CONCEALED BOARD 24 CUSTOM DOOR 6 JAMB I AF0'AZ006 3/17100 ISSUED FOR CONSTRICTION 1/IS/00 Scans 3'd' -B L Scab: W%1'-0' _ Scalar 6'•1' -0' L_ Scalar 6'.G -0' 5 (EX) /8" GWB GWB WITH L BEAD PAINT SURFACES ABOVE THIS LINE W/ CUUNG GMT T ® COLOR SOFFI CONFERENCE ROOM 8' -6" A.F.F. \ WALL PAPER TUCK WALL PAPER BEHIND ®NICHE SIDES PREFlNISHED 1/2'. MDF BOARD ® NICHE BACK MDF PANEL W/ FABRIC ...., rue. cc ru . �......, ...4.. F y C 10X15 S1RUCRRDAL HEADER & BY AS E� 8Y CUSTOM DOOR SUPPLER - MOUNT TO DOUBLE METAL STUDS ®EACH END &BRAE ST TO FLOOR STRUCTURE A( 2!#Ass NOC ROOM SIDE IP �- i ;!• I ■■ METAL STUD WALL WALL — OR TAC KABLE, 1/2" SQUARE ROOM SIDE REVISIONS [] JAN /T ISSUE DATE I J JAN 00 - - - "- \__/.-- " � / _. - _. - - RECEPTION J EA SIDE .. .. , - - - .. - GWB : / SYSTEM ACOUSTICAL SEE ELEVATIONS. .: / / / 'SNAPIEX' / E / All eau unp {d appearing herein constitute e same and n work of mitten cn�ent S.he Carpora8on. without the of the y Improvement ement for Tenant I (1ST -. y - . 2' METAL STUDS @ NICHE REVEAL, . P PTO ®....- \ OUTLINE OF 1/2" GWB HEAD AND JA`�. 1 1/2' B 11 /2" - - 1/4 "� BACK — SIDE STM LS & WINDOW _ � � - 3 I C i� ��� I > f I I'i � \ \ \`�\� ► ∎. STRUCTURE ®,� T/2` METAL SILL PLATE 1/2" GWB �_?? �` - a I rc n pis , r h e - _,\, /2 HORIZONTAL REVEAL, PAINT P -3 TD ii OD ANEL SYSTEM / / AN U, ART 112a tiBlvd TU(VU /Id, WA RE � _ }��f1!! -_ �_ - - .. ' A.F.F. + 7-0 -REVEAL, 0 I ; Y V I I^Q ',' CONFERENCE CI 31 WALL CEILING REVEAL 32 GLAZED NICHE HEAD/ JAM DISPLAY NICHE .' CUSTOM DOOIR 6 HEAD 4 SILL y 1 boo) Scala 3'.P -O` 5.1/4 Scala •.1' -0' Scalar We- 0' Scab: 6 0-9 DRAWING TIRE: DETAILS �! GWB SURFACE CUSTOM WOOD PANEL SYSTEM. 1" TYPICAL II Al 3 5/8" METAL STU HAT CHANNELS CURVEDRGLASS . 1 " / 2 GMAT S 0 4' T 2LEBR;:NG 0° y _ 11111. 111 -"Al 5/8" GWB OUTLINE OF 1/2' CWB (EX) D WEST WALL , on. 1' 1/2 BEYOND I 3° - + 30' 0.Ff: W1 1 1 Y / \ 1/2 II.7I .t.l u — j j I ' ffl i n�'- 1' 1 11 , nl USTOM & INDOW1 . — �`� '� �- g :r / ,,r, 1/2' GWB WITH METAL EDGE TRIM - TUCK WALLPAPER //- AROUND BASE / +4' A.F.F. D 5 8' GWB / G GHT BEYOND FlE: -ID¢G — —� ,, nii' 1 ni III N PA T P 7 CUSTOM WOOD i PANEL PLOP.. 0 2 ` /� = ,(na 141 �r� ■ : III PROJECT NUMBE 99- 1a -23 �,� �r /� \ DR AWN BY DD i ., I CUSTOM - ME / METAL ;1 �1 2 HORIZONTAL ,VEAL, PAINT , BAS E COVERED BASE IN FLOORCOVER G ®_i ®� 1 ' IQ° ' 11 I � II � II, � I j I I • 1/4 BATTER PROJECTIN \ " LINE .. . �. _ &OR j. • E -FAB U GH T .` ,RACKETS. OU PAINT IOLOR P -3 CHECKED BY: I - i r ',. \, '. - i ` I I � . / Wwow SHELF S� _ — � IA ED GES. PAINT, I I .I _ . . I hL \,di/ Y \ 1 I` A i ii 1I �1 iii \ 1111 i PAINT P -7 �.,,. % I DOOR k:,', I °, V A 1 , � ; D O OR � F P � ' %V1i JAMB ni BEYOND , \ I vv I .. `- SIDE '., SIDE 1/4 PARTITION TYPE N6 RECEPTION AREA SIDE - ~. 11 GWB L BEAD REVEAL. PAIN-2' AP P BY. ROVED 8 1/4" IIVrn r i1 n t v DRAWING NUMBER: .fie_. - Cs., • 1 fl P � �. 1' -0" f f A FLOOR BASE ® t STRAIGHT WALLS NM= FLOOR ASO BATTERED WALL ON $POINT.. BATTERED CUSTOM PLASTER WALL WOOD REVEAL �,. 1/2' BEYOND.. PAINT P -7 E� \i\� \t..1= S WALL SHELF o® CEILING LIGHT GOYS 4 2 l LAZED NI CHE SILL 43 FL OOR BA Scaler 6.1'-0 T0 '001 /6T /EO 1PAGTUId DMP' T- BVTUS \ewD \3 6PIE \BTDJaTUI\ S 1atr� Opnq Door /lntill Frame General. Req s. Details Remarks No! Elev Thick : Width : Height Mall Finish Elev MaU Finish Fire Rating : Hdwr Group Head. Jamb Sill P204.1 A 1 3/4" 3' -6" 6' 8" . ELM. P -6 4 HM P 6 -: -- / \ 18 42/A9.0 SIM 42/A9.0 P206.1 C 1 3/4" 6 6' -8 " H. M. P -6 5 : :: HM P -6 - -- 4 42/A9.0 SIM. 42/A9.0 P206.2 C 1 3/4" 6 6' -8 H.M. P -6 5 HM P -6 -- 4 42/A9.0 SIM. 42/A9.0 P207.1 A : 1 3/4" : 3' -0" 7' -0" H.M. P-6 1 HM P -6 - -- 3 42/A9.0 SIM. 42/A9.0 SOUND INSULATED DOOR, STC -45 P207.2 A 1 3/4 ". 3' -0" 7' -0 H.M- P -6 1 HM P -6 - -- 3 42/A9.0 SIM. 42/A9.0 SOUND INSULATED DOOR, STC -45 P208.1 A 1 3/4" 3 7 " -0 ". 'H.M. P-6 1 HM P -6 -- ,^^` 2 / ` 20 42/A9.0 SIM_ 42/A9.0 SOUND INSULATED DOOR, STC -45 P210.1 A 1 3/4 "" 3' -0" 7` -0 0 M P -6 1 - HM P -6 - -- 2 42/A9.0 SIM. 42/A9.0 - SOUND INSULATED DOOR, STC -45 P211.1 A 1 3/4 " . 3' -0" 7' -0" HM.. P -6 1 '. HM P -6 - -- 18 42/A9.0 SIM. 42/09.0 P108.1 " A 1 3/4" 3' -0" 6'- P -6 4 NM P -6. - -- 1 42/A9.0 SIM. 31/A9.0 102 C 1 3/4" 7' -0" 7' -0" WD. ST -1 3 H.M. P -8 - -- Q 19 42/A9.0 594. 42/A9.0 110.1 A 1 3/4" 4' -0" 7' -0" WD. ST -1 1 H.M. P -8 60 Min. 8 42/A9.0 SIM. 42/A9.0 110.2 A 1 3/4" 3' -0" 7' -0" WD. ST -1 1 H.M. . P -8 60 Min. 6 42/A9.0 SIM. 42/A9.0 111.1 111.2 A 1 3 4" 3' -0" '.. 7' -D" WD. ST -1: 1 H.M. . P -8 60 Min. 6 42/A9.0 SIM. 42/A9.0 SIM: 42/A9.0 SIM. 41/A9.0 ..42/49.0 SIM. 42/A9.0 SIM: 42/A9.0 42/A9.0 42/A9.0 42/48.0 42/09.0 42/A9.0 . NEW EXTERIOR .DOOR, INSULATED C A 1 3/4" 1 3/4" 6' -0" 4' -0" 7' -0" 7' -0" WD. WD. ST -1 ST -1 3 1 H.M. H.M. P -8 P -8 60 Min. 60 Min. 7 8 112 113 121. C A 1 3/4" 1. 3/4" 8 -0" 3' -0" 7' -4" 7' -0" ALUM. WD. FF ST -1 3 1 ALUM. H.M. FF P_8 - -- : --- _ 11 1 122 C 1 3/4" 6' -D" 7' -0" WD ST -1 3 H.M. P -8 - -- 4 123 131 A D1 1 3/4" 3/4" 3' -D" 4' -0" 7' -0" 7' -0" YID. WD. ST -1 ST -2 1 3 H.M. H.M. P -8 P -8 - -- - -- 78. 9 42/A9.0 SIM. 42/A9.0 SIM. 42/A9.0 42/A9.0 132.1 _ - D ,... 1 3/4 "... 4.-0" 7' -0 " -_- 911) ._. ST -2_ 3 _ H.M. _.. P -8 : -- 9 42/A9.0. SIM. 42/A9.0 132.2 A 1 3 4" 3' -0" 7' -0" WD. ST -2 1 H.M. P -8 60 Min. 6 10 42/A9.0 SIM. - -- 42/A9.0 - -- BY WIRE MESH PARTITION PROVIDER 133 Per Mfr 1 3/4" 3' -0" 7' -0" WM -1 FF - -- - -- - -- - -- 136 Per Mfr 1 3/4" 3' -0" 7' -0" WM -1 FF - -- - -- - -- - -- 10 - -- - -- BY WIRE MESH PTN. PROVIDER - Phase 2 200.1 ___. 1 3/4" 3' -0 " 10' -0" , , , GLASS _ -_ -__ _ -_ ___ : ___ 14 : ___ -__ See Specifications, Item 8.4 200.2 .200.3 G ' G : 1 1/2" 1 1'/2" 1' -6" '. 1' -6" 4' -6" 4' -6" WD WD ST -1 ST -1 5 , 5 WD WD ST -2 ST -2 ___ -- -__ -- 32/A8.1 32/A81 '.. 32/A8.1 SIM 32/A8.1 SIM 42/48.1 . 42/A8 1' -.. 200.4: G 1 1 2 1' -6 ".. 4': -6 WD ST -1 ',. 5 ', WD ST: -2 - -- __ -, -.. 32/A8.1 - - - 32/A8:1 SIM. - -- 42/A8.1 i:, i - -- .. Relocate existing 'Core &'Shell door assembly: 200.5 C '- - -- ' - -- - -- ALUM FF ''. 3 ALUM FF ------ 200.6 C --- --- ALUM FF ' 3 "' ALUM "FF - -- - -- -- : - -- - -- Match relocated existing Core & Shell door. assembf2_ I. 201 A : :.1 3/4" 3' -0" 7' D ",,. +.919 ' /.. ST -2 1 :, WD. : ST -2 20 Min.. :. _.__ 17 16. 42/A9.0 SIM.: 42/A9.0 SIM -. ,.. 42/A9.0 42/A9.0 : 203 A 1 '3/4" 3' -0" 7' -0" , 910. ST -2, „ 2 WD. `. ST -2 204 '.. A 1 3/4"' ... 3 . 0 .. 7, -0° WD. ST-2 2 WD: ST -2 - -_ 16 42/A9.0 SIM. `: 42/A9.0 206 A 1 3/4 ", 3' -0" 7' -0" ' WD ST -2' 2 WD. ST -2 16 42/A9.0, SIM. 42/A9.0 207 208.1 ;A A 1 3/4 ":,, 1 3/4 ": 3' -0" : 3' -O" 7' - IY : T -0" WD.. WD ST -2 ',. Sr -2 1. 1 WD_ WD_ ST -2 ST -2 - -- 16 16 42/A9.0 SIM -: 42/A9 0 SIM 42/A9.0 42/A9 0 lost II 'door position indicator (. DPI )' 208.2 ' .accordion - - 9'-o T -0 ": Vinyl Per Mfr - -- - -- - -- - -- Per Mfr 45/A9.1 45/A9.1 - 1 floating lockable section.' Install DPI. 210.1 A 1 3/4 ":: 3' -0" 7' -0" WD. • / '• 1 WEL ST -2 20 Min. 15 14 /A8.1 14/A8.1 SIM = custom wood finish, both sides 21 0.2 A 1 3/4 "' 4' -0':' 7' -0" :. WD. � / ST -2 1 WD_ ST -2 - -- 15 14/A8.1 SIM :14/A8.1 SIM : = custom wood finish 211.1 A 1'3/4 "' 3' -0" 7' -0" WD. ST -2 1 WD. ST -2 ___ 16 42/A9.0 51M. 42/A9.0 211.2 F 1 3/4 ". 10' -10" 7' -0" WD. • / - - -- - -- - -- - -- - -- 34/A8.1 24/A6.1 = custom wood finish, electric operator' 211.3 A 1 3/4 3' -0" 7' -0" WD.. ST -2 1 WD. ST -2 - -- 16 : 42/A9.0 SIM. 42/A9.0 2 Q 222 Per Mfr 1 1/2" 4' -0" 7 " -0" WM FF - -- - - -. 10 - -- - -- 223 Per Mir A 1 1/2" 1 3/4" 4' -0" 3' -0" 7' -0" 7' -0" WM WD_ FF ST -1 ___ ___ H_M_ __ FF ___. - -- 70 18 42/A9.0 SIM -- • 9.0_ IM. 42/A9:0 _slle[71>s 224 ` 231 _ C `_ _ 7 - , " a Sr- : -_ FF ___ ■r -__ NOT USED r PT FT01 A 1 3/4" : 3' -4 4 -6` H.M. SW2315 3 H.M. 5W2315 - -- ""R - -- - -- Paint Sherwin Williams 2315 - Copper Nail 2711. DR WI GL -2 a OPENING' 3302 a OPENING• 330.1 5 EQUAL SPACES a OP£NIM..� 3302 4 EQUAL SPACES w 000NMG' 330.1 H DOOR t R A M E TYP SRANSOM/ RELITE 3' - 0' / 2'TYP DR TN 1 WIDTI -! 3' -0' 1, 3 OPENING WIDTH 'TYP. GL -3 DOOR WIDTH GL -2 SLIDING DOOR E J DOOR d RELITE 2'TYP 91 • DR W 3 EQUAL SPATES USTOM ART - GLASS SLIDING DOOR' F OPEN11.5 314.1 f 3142 EWAL art KIRK fe 2 to 4 11'0 DOOR WIDTF1 DOOR & WINDOW TYPES SINGLE SINGLE FRAME 2 FRAME W/ SIDELIGHT DOOR/ HARDWARE NOTES 3 DOUBLE SINGLE 4 FRAME 5 FFRAME 1 ALL EXIT DOORS ARE TO BE OPENABLE FROM 114E INSIDE WITI;OUT 2. MAXIMUM EFFORT REQUIRED TO OPEN ANY DOOR UI4ALL NOT TF#E USE OF A KEY OR SPECIAL KNOWLEDGE. ELECTRONIC LOr KGET$ EXCEED A FIFTEEN POUND Pf SSURE. DOORS ON AN ACCESSIBLE SI-IALL DEFAULT TO UNLOCKED IN ALARM SITUATION OR POILER FAILURE. ROWTE OF TRAVEL SHALL NOT EXCEED A FIVE POUND OPENING PRESSURE Door & Opening Schedule 35IS REGL ARCHITECT JOHN It LANG STA. OF WASHINGTON CONSULTANTS BEY ARCHITECTURE 3 1 HOLLOW METAL HEAD Sca le: 1NNDOW SYSTEM. NEW H.M. DOOM INSTALLED IN BLDG. WINDOW SYSTEM. BALANCE OF DETAIL PER DETAIL 3/A6.3 OF CORE 9 SHELL SET. SEALANT HEAD' a EXTERIOR DOOR Scale: 3'•l' -0' 32 WORKROOM COUNTER 5calee d' CLEAR TYPICAL, HNC. H.M. DOOR FRAME H.M. DOOR PER SCHEDULE WALL CONST. PER PUWA •r- . HOLLOWMET4L JAMS Scala 3'.I' -@' Hardware Schedule Group No. 2 6 7 8 9 10 14 15 17 18, 19 20 t> Usage M & E Equip. Room Generator Entry kit Generator Dr M &E Room, double Power Room, entry Power Roam, double Power Room. Single Equipment Rm Door Wire Mesh Enclosure Exterior. Door Entry From Lobby Conference Room Typical Office X X X X X Office Area Entry E. uipinent Room, No Secur Electric° Closet Generator Entry Fuel Tank Enclosure ACT X X X ACT X ACT X ACT X X ACT = Active Leaf 1NM'= Inacn ii a Leaf INA INA INA INA X X INA X ACT EL X - ash X X X X - :oth I.es X X X X X X X X X X X X EL EL X X EL X EL BS EL, BS X EL, BS, X X X. X X EL EL EL REVISIO ISSUE DATE BS All drawings and written material appearing herein con... the original and unpublished work of the Sobey Corporation and the sane may not he duplicated used or S fosed without the written consent of the Sal, Corporatio Tenant Improvement for Z A m A 9 1 1 3 91 0 9 1 1 at Intergate Ufest 12201 Tukwila International Blvd Tukwila, UlA DRAWING TNLE: DOOR SCHEDULE HARDWARE SCHEDULE DOOR DETAILS PROGRESS DATE: FILE: Zama S 149 -0.dmg PLOT: PROJECT NUMBER: 99 -70 -23 DRAWN BY DD 'grow, CHECKED BY:..: 4UJL R T Nita APPROVED BY: PERMIT GENTtH DRAWING NUMBER: AFC 4Z0t1 4/1100 APO" AZ009 3/27/00 AFO" A1006 3/17/00 ISSUED FOR CONSTRICTION 1/19100 PERMIT ISSUE 12/15/SS 'UNISTRUT' METAL FRAMING SYSTEM PI000143 AV CLOSET SIDE PAINTED (P3) MDO WI FLAT PLATES TO 'UNISTRUT' OUTLINE OF REAR PROJECTION SYSTEM ' (BY AN SUPPLIER) OUTLINE CF REAR PROJECTION SYSTEM' CBY AN SUPPLIER) SHAFT AND 2 -HR SUAFTWALL ASSEMBLY J VENT SPACE 0 - OUTLINE OF MONITOR (BY AN SUPPLIER) 0 SCREEN WALL SECTION Scale: 3'0-0' 4'X1/4' CONT CONNECTOR PLA 2'x2'xl/2' CONT METAL ANGL - r m l I a Scala. 3'.P -0' PAINTED (P3) MDO W/ FLAT PLATES TO 11NISTRUT\ l CEILING EDGE ANGL e ACT CEILING TERMINATION b' 'LNISTRUr METAL FRAMING SYSTEM PI000 • NOC ROONSFDE DIMENSION POINT �J UNISTRUT' METAL FRAMING SYSTEM PI000 s NOC ROCMSIDE P1000143 a AV CLOSET SIDE I!2' CLEAR MINIMUM DIMENSION POINT 3/4' PLYWOOD PANEL, PAINTED FLAT BLACK 3 -1/2' X1/2' WOOD TRIM SCREEN UJALL BASE NOTE PAINT 1I I5TRUT FT2Artnu SYSTEM GLOSS BLACK. WOOD VENEER ON 3/4' t I/2' PLYWOOD 5UELVI6 4 BACKING SNAPTEX' 12' SQUARE EDGER TYP PLASMA SCREEN UNIT BY AN SUPPLIER HAANG FROM PLYWGIOD PANEL 2' X b' STUD WALL FURRING, TYP • FABRIC FINI514FD WALL - SYSTEM ON BACKER BOARD- ACOUSTICAL OR TACKABLE SEE ELEVATIONS SWEET A10 0 NO.l.U14LL ELEV./ SECTION Scale: 3'•I' -0' FF E - FLOOR F3 PER CORE 4 SHELL DIPoLYs'S w DIM PT l7 DIM PT scale: 3'.P -e' I 1 1 11 I 1 l • ' . - • 3 b' GYP 50 CLG ON METAL FRAMING HEAD DETAIL AT aL4465 WALL MEM b' 1' -8' CLEAN MINIMUM EQUIPMENT CABINET 4 ADJUSTABLE 51 -ELVES CA81NET DOOR LW FABRIC F NI5H SYSTEM - ✓ SEE ALSO DETAILS SHEET 48J EXISTING STEEL BEAM 4 FLOOR CONS( C4415 a 4' -0' OC ILELD TO BEAMS CONT Wave/ RECESSED DOWN LIGHT EXIST TUBE 5TL BRACE BEYOND TRACK FOR STRUCTURAL GLASS WALL URi,7EBOARD FRONT CONCEALED PRESENTATION SYSTEM - FABRIC FINISH SYSTEM FRONT W/ a.NIT&SOARD BACK PLASMA SCREEN - UNIT BY A/V SUPPLIER HUNG FRCP1 PLYWOOD PANEL VENT SPACE WOOD VENEER ON 3/4' AND V7' PLYWOOD SHELVING t BACKING SHAFT AND 2 -14R SNAFTWALL ASSEMBLY' FABRIC FINISHED WALL SYSTEM ON'.BACKERBOARD ACOUSTICAL OR TAMABLE, SEE ELEVATIONS SHEET AID ... NO.WALL FLAN./ SECTION Room Finish Schedule - Phases 1 2 P107 P108 F101 F102 F103 F110 F111 F112 F131 F132 No. P204 P206 P207. P208 P209 P210 P211 F133 F222 F223 F224 F225 F230 F231 F232 F233 F135 F136 Name PHASE I Room Bldg Elect Rm Zama Elect Rm Generator. Room Vestibule Air Chamber' Vestibule Exit Hallway Water: Riser Rm Mech Pum Room Hallway Tel /Data Closet Hall UPS Room . # Future DC Power Rm D/C Power Room #1 Future Electric Room Fiber Terminal Room Equip Assembly Rm Sprinkler Riser Room Equip. Room Equipment Room Secure Equip Rm F200. Reception F201 Hallway F202 Break Room'. F203 Office 1 F204 War Room F205 Hallway ' F206 Office -2''. F207 Office -3 F208 A/V Closet.. F210 Conference Room F211 NOC Room Temporary Storage Temporary Storage Sprinkler Riser Room Electrical Closet Open Office Area Conference Room Future Equip Room Future Equip Room PHASE 2 Equip Room Phase 2 Phase 2 Secure, Equip Ro - Ph 2 Floor Conc Conc Conc Conc Conc Conc Conc Conc Conc VCT -1 Conc VCT -1 ERF -1 ERF -1 ERF -1 ERF -1 one VCT -2 VCT -2 Conc ATF -1 ATF -1 ST /CPT -1.. CPT-1 SV 1 CPT- CPT -1 CPT -1 CPT =1 CPT -1 Conc CPT -1, CPT-1 Conc Conc Conc Conc CPT -2 CPT -2- Cora Conc ATF -1 ATF -1 Floor & Base North Wall Base Mall R8 -1 R8 -1 R8 -1 RB- RB -1 RB-1 RB- MB -1 R8 -1 I'- 8'' CLEAR MMIhAM GWB Conc Conc GWB Conc Conc Conc GWB /Conc GWB RB -1 GWB RB -I GWB R8 -1 GWB RB -1 GWB RB -1 GWB RB-1. WM -1 MB -1 GL -3 WD -1 GW8 RB -2 GWB WD-1 GWB WD -1 GWB WD -1 GWB WO -1 GWB WD -1 GWB MB -1 GWB -- - /RB -1 WM -1 . -- -/63 -1 GWB RB -1 GWB RB -1 GWB RB -1 GWB RB -1 GWB R8 -1 GWB RB -1 GWB RB -1 GW Finish P -4 P-4 P -4 P -4 P -4 P -4 P- P -1 P -1 P -1 P -1 P -1 P -1 P -1 P -1 P -1 P -1 P -1 P -1 FF P -2 P -2 P -2 P -2 P -2 P -2 P -2 P -2 FPS P -2 FF P -1 P -1 P -1 P -1 P -2 P- P- OUTL OF 2 -HR INE 5HL4FIUt4LL ASSEMBLY BEYOND . 2 -4412 RATED" 5144FTOHII P94 MATCH EXISTING Matl GWB GWB GWB GWB GWB GWB Conc GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB WM -1 PLAST/WD GWB GW8 GWB GWB GWB GWB GW8 PLASH /WD GWB WM -1 GWB GWB GW8 GWB WM -1 i8 CASINET BASE SECTION Scab: " 3'0-0' East Wall Finish P -4 P -4 P -4 P -4 P -4 P -4 -4 P -1 P -1 P -1 P -1 P -1 P -1 P -1 P -1 P -1 P -1 P- P -1 FF - - - /P -7 P, -2 P -2 P -2 P -2 P -2 P -2 P -2 P -2 P -2 FF P -1 P -1 P -1 P -2 P -1 P -1 P- FF 11X Matl Conc GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB WM -1 GWB GWB GWB GWB GWB GWB GWB South Wall BLOCKING U2' FLYUk?OD BACKING NEW !JOAO,/' ANGLED, BOLT TO EXISTING BEAM5. Finish P -4 P -4 P -4 P -4 P -4 P -1 P -1 P -1 P -1 P -1 P -1 P -1 P -1 P -1 P -1 P -1 P -1 P -1 WC -1 P -2 P -2 P -2 P -2 P -2 P -2 P -2 P -2 FPS P -2 FF P- P -1 P -1 P -2 P -1 P -1 P -1 FF CABINET DOOR W/ FABRIC FINISH SYSTEM - SEE ALSO .DETAILS • SHEET ABJ EQUIP -ENT CABINET UY 4 ADJUSTABLE SHELVES WOOD FRAMING BY CASEUX 55( SUPPLER WOOD. BASE - VENEER CN 3/4' PLYWOOD PANEL WI REVEALS - SEE ALSO DETAILS s SHEET A81 ANC ELEVATIONS • SHEET ATD Matl Conc Conc Conc GWB GWB GWB GWB GWB GW8 GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB GWB WM-1 GWB GWB GWB GWB GWB GWB GWB GWB West Wall Ceiling Finish Matl Finish P-1 - ATC-1 P-1 ATC-1 P-1 EXp WC-1 GWB P-2 ATC-l2 P-2 ATC-2 P-1 Exp Str P-5 P-1 Exp Str P-5 P-1 Exp Str P-5 P-1 Exp Str P-5 mr Hei ht Varies Manes Varies DOOR HEAD DOOR JAMB emarks 013 ACCORDION DOOR = walls aped only Finish per Shell & Core dra s PLYWOOD PANEL ON NORTH WALL DIA SAG 12005 0C111/ SEISMIC BRACING RECESSED TRACK ACCORDION FOLDING DOOR 11// SEALS 11.000 JAI15 WOOD TIR,111 LOMB LOCK FULL tt// — LATCH ACCORDION DOOR UV SEALS _BEY ARCHITECTURE JOHN W. LANG GUNSULTANTS EXPIRED DEC 1 3 2001 ISSUED FOR CONSTRUCTIoN Itlef00 PERMIT ISSUE I2/15/SS REVISMS Ica JAN 00 ISSUE DATE dmwings and urRten material appearing herein consfitute Me original and unpublished work of the &they Corporation and the same roc, rat be dup.... used or &sofas. without the written consent of the Sob, Corporation. NETWORKS 12201 Tukwila International Blvd. Tukwila, WA DRAWING TITLE FINISH SCHEDULE PROGRESS DATE: FILO PROJECT NUmBER: DRAWN BY: CHECKED BY: DRAWING NUMBER: 14 :00 '00I/61/40 1 6/9 .9ftj Group No Room Frame General Red's. Details Remarks No. Elev Thick Width Heir . t Matt Finish Slew Matt Finish Fire Rating Hdwr Group Head Jamb Sill 310 D 1 3/4" 4' -0" 7' -O" WD ST -1 3 HM P -6 - -- 31 42/A9.0 SIM. 42/ A9.0 m- 4 312 B 1 3/4" 3' -0" 7' -0" WD 5T -1 1 HM P -6 P -1 32 42/A9.0 SIM_ 42/A9.0 P -1 ACT -1 .313.1. B 1 3/4" 3' -O" 7' -0" WD ST -1 1 HM P -6 P -1 32 42/A9.0 SIM. 42/A9.0 P -1 Exp Str 313.2. accordion - - -. x 7• -0" vinyl per mfr - -- - -- - - -. - -- per mfr 20/A9.1 20/A9.1 P -1 Exp Str 314 -1 A & J 1 3/4" 3' -0" 7' -0" WD /GLS ST -1 /CLR __- HM P -6 P -1 32 42/ A9.0. SIM_. 42/A9.0 P -1 'Exp Str 314 -2 A. & J 1 3/4" 3' -0" 7' -O" WD /GLS ST-1 /CLR -- HM P -6 P -1 32 42/ A9.0 SIM:'. 42/A9.0 '. 42/A9.0 P -1 Exp Str 315 A, '',.1 3/4" 3' -0" 7' -0" - WO 5T -1 2 HM P -6' P -1 32 42/A9.0 , 51M. 316 iA' 1 3/4" 3' -0 ",. 7' -0" WD ST -1 2 HM P -6 ', 32. .+ 42/A9.0 SIM. 42/A9.0 GWB P -1 317A.1 P-1 3/4" 3_0" 7' -0 ", WO ST-1 2HM CPT -2 P -6 GWB 32 42/A9.0.. SIM. 42/A9.0 GWB P -1 318 5 Eq- PNL 1 3/4" 15' -0" 7' -0" WD ST-1 ___ ___ ___. ___ : ___ 53/A9:2 ,. i ' 3 ROWS OF TRACKS 323 3 EQ. PNLS 1 3/4 ". : 10' -0" 7' -0".. WD ST -1 __- ___ ___ '. ___ _ -_ : 53/A9 -2 P -1 GWB 3 ROWS OF TRACKS :. 330.1 9 & H 1 3/4" 3' -0" 7' -0" WD /GLS ST -I /CLR - -- HM P -6 GWB 32 42/A9.0 SIM. 42/A9.0 GWB P -1 330.2 B & H 1 3/4 " 3' -0 " 7' -0" WD /GLS ST -1 /CLR -- : HM P -6 GWB 32 42/A9.0 SIM. 42/A9.0 GWB P -1 Group No Room Floor & Base North Wall East Wall South Wall West Wall 'Ceiling - Remarks' No Name Floor Base Mai Finish Math Finish Mail Finish Matl Finish Mall Finish Height .1.1d M.!>1 - aye JOWJJ Joyoolpul uoplsod Japody p.l 31 Lunch Room X X m- 4 INA min mom 310 Lunch Room. - VCT -1 RB- i 055 P -1 GWB. P -1 GWB P -1 GWB P -1 ACT -1 FF 9' -0" 311 Open Office Area CPT2 RB -1 GWB P -1 GWB P -1 GWB P -1 GWB P -1 Exp Str P -5 - -- 312 Conference. Room CPT -2 RB -1. GWB :. P -1 GWB P -1 51.513 P GWB P -1 Exp Str P-5 - -- 313 Conference Room CPT -2 RB -1 009 P -1 GWB P -1 GWB P -1 GWB P -1 'Exp Str P -5 - -- 314 Mail / Supplies Room' VCT -1 90 -1 DNB P -1 GWB P -1 GWB P -1 GWB P -1 Exp Str P -5 - -- 315 Conference Room CPT -2 RB- 1 GWB P -1 GWB P -1 GWB P -1 GWB P -1 Exp Str P -5 - -- 316 Conference. Room CPT -2 RB -1 GWB P -1 GWB P -1 GWB P -1 GWB P-1 Exp Str. P-5 - -- - 317 Conference Room CPT -2 RB -1 GWB P -1 GWB P -1 GWB P -1 GWB P -1 Exp Str P -5 - 320. Open -- Office- -Area _ -.... _..CPT -2 __.. R8 -1 - - _ . GWB - .. _P -1 GWB_ P- 1_ -. -. _0955 P- 7 ....- _.... -GWB. -.... P .. -1 . - Exp Str - ..._P -5 321 NOC - CPT -2 RB -1 GWB P -1 GWB P -1 GWB P -1 GWB P -1 ACT -1 FF 9' -0" 322 Open Office Area CPT-2 RB -1 GWB P -1. GWB P -1 GWB P -1 GW8 P -1 Exp Str P -5 - -- 330 Conference Room CPT -2 RB -1 GWB P -1 5W53 P -1 GWB P -1 GWB P -1 Exp Str P -5 - -- Group No Usage. ;oel Jade 'sln8 Jlod L /l_.:L. sobul4 yonld uolloun,A ofiossod :)06,00, uogounj Bo11y0 :yes�Iaon� Laokset Storage Function _I uogounj ofiossod gssilaol Lockset Electro nic Function 11a8 4on1j - - (y1 uollosS oog)f Ilnd , ..CI 7Q .q .. OIuDd I f lunaw ;mows 'JBealp - - doyen ulmt .0004Jns 'Jest,* Closer,- surface, w/ hold open J oy o u l P . o p - - dogs /M 'pol000uoo 'JSSOIo BID68 B1laws - _ sloes punos sJSauoIIS fiulddi.nsJaWos,N Threshold -.... - Io6oJ}sy poyunow IIoM 'do7S JOap peyunory Jool ;'dolS Jooa .1.1d M.!>1 - aye JOWJJ Joyoolpul uoplsod Japody p.l 31 Lunch Room X X m- 4 INA min mom 1 BINS I X EL 32 Conference Room X X X X 33 Mail Room X X X BS Cirr OPPIr Scale: 3/4'4' -0' I4ALLWAY 1 F3001 t CD PARTIAL REFLECTED OILING PLAN I /8° _ I'-0. N04 32 O O 0 CCZ•FERIENCE Rat 1E3121 IMF CONFERENCE ia"1 1 F3171 ELECTRICAL Schedule - 3rd Floor Room Finish Schedule 3rd Floor Hardware Schedule Abbreviations: 3rd Floor'' ACT = Active - Leof INA = Inactive Leaf BRACE a 24' OC, MAX SECTION C 3. MAILROOM - CABINETRY 1/8 1' -f0° D -3' v189 PEOM 11,41LROCl"1 - E314 C I ) = Each Leaf I ! 3 0' 3'40' !L- 6'I -b' 3• m' 2' 6' BS = Both Sides epq cfr 357, REVISIONS ISSUE. DATE. 3 EQUAL SPACES L0' 5TtIDINAL VIEW LWCN ROOM 1 P3101 BASE CABINETS W /.. ADJUSTABLE SHELVING • DOORS s BATH SIDES END VIEW MAILROOM ISLAND GOISSTER 000)450 CABINETS All drawings and mitten materiel appearing herein constitute the original and unpunished work of the Sonny Corporeal and the same may . he dupeicated, used or c.c. . without the written consent of the Sahey Corporation_ DEC 1 3 ZOdi CONSULTANTS PROGRESS DATE: _ BEY ARCHITECTURE AFC)* AZ011 4/7 /00 Tenant Improvement for ZAA N E T W O R K S at lntereate U.lsst 12201 Tukwila International Blvd Tukwila, W.4 CEILIHS TILE 411)0-0' AFF NOTE: 1L MELAMINE 55)!5)4 ON ALL EXPOSED IDES OF PARTICLE BOARD SEE =� ?ii 1/4' 17ARDBOARD /DIVIDERS �, 3,`4' PARTICLE NOR FR4010 ID/ 5/I0'X 1/4' DEEP SLOTS Scale: Verfee U4 "X 1/4' 005)50 34' PARTICLE BOARD VER FRAME BEYOND Scale: 3 "4' -0" METAL STUD PARTITION, SEE PLAN FOR TYPE 3 -5/0' MET. STUD DRACF P 4 -. 0' O.C. CDNT 248 HEADER -METAL ANGLE 4'x2 "x18 GA LL V SLIDING DUER TRACK HAGER MODEL 9110 SERIES OR DUAL, W/2 HANGERS PER DOOR. WOOD DOOR HEAD DfiL e BY- P1455 DOO NEW SHEET FIRST ISSUED' 1UITI-1 AFOIsAZOII Q ! DRAWING NUMBER: DRAWING TITLE: DETAILS FINISH SCI- IEDULE INTERIOR ELEVATION DOOR E !- IARDWARE SCHEDULES PARTIAL REFELECTED CEILING- PLANS FILE: Zama 5htA9 -2dmg C1� Ot T' PLOT: PC“ PROJECT NUMBER: 99 - .0 - p‘ ,1 1 � DRAWN BY: DD CHECKED BY 1 ® RECEN J V 'EIiFfi �, c,1 1 O N APPROVED BY :. TL' -03.4' 2' -5' 2' -b' . 2' 6" 2' b' , 2' -6' 2'-4" 2' -6' 2' -3' TOTAL s 21 SLOTS X 0 ETAT5 253' 253 255' 255' 2' -118' U ®®MI 11111111111111111111111111111111=Mialll �M 1 =M1111•s1111 ortatriumme 1 0 � � 1 ic _II t - -n6 °„ I 11 1 i I ®O ®M Dw r cL m- 4 111 min mom 1 BINS I Cirr OPPIr Scale: 3/4'4' -0' I4ALLWAY 1 F3001 t CD PARTIAL REFLECTED OILING PLAN I /8° _ I'-0. N04 32 O O 0 CCZ•FERIENCE Rat 1E3121 IMF CONFERENCE ia"1 1 F3171 ELECTRICAL Schedule - 3rd Floor Room Finish Schedule 3rd Floor Hardware Schedule Abbreviations: 3rd Floor'' ACT = Active - Leof INA = Inactive Leaf BRACE a 24' OC, MAX SECTION C 3. MAILROOM - CABINETRY 1/8 1' -f0° D -3' v189 PEOM 11,41LROCl"1 - E314 C I ) = Each Leaf I ! 3 0' 3'40' !L- 6'I -b' 3• m' 2' 6' BS = Both Sides epq cfr 357, REVISIONS ISSUE. DATE. 3 EQUAL SPACES L0' 5TtIDINAL VIEW LWCN ROOM 1 P3101 BASE CABINETS W /.. ADJUSTABLE SHELVING • DOORS s BATH SIDES END VIEW MAILROOM ISLAND GOISSTER 000)450 CABINETS All drawings and mitten materiel appearing herein constitute the original and unpunished work of the Sonny Corporeal and the same may . he dupeicated, used or c.c. . without the written consent of the Sahey Corporation_ DEC 1 3 ZOdi CONSULTANTS PROGRESS DATE: _ BEY ARCHITECTURE AFC)* AZ011 4/7 /00 Tenant Improvement for ZAA N E T W O R K S at lntereate U.lsst 12201 Tukwila International Blvd Tukwila, W.4 CEILIHS TILE 411)0-0' AFF NOTE: 1L MELAMINE 55)!5)4 ON ALL EXPOSED IDES OF PARTICLE BOARD SEE =� ?ii 1/4' 17ARDBOARD /DIVIDERS �, 3,`4' PARTICLE NOR FR4010 ID/ 5/I0'X 1/4' DEEP SLOTS Scale: Verfee U4 "X 1/4' 005)50 34' PARTICLE BOARD VER FRAME BEYOND Scale: 3 "4' -0" METAL STUD PARTITION, SEE PLAN FOR TYPE 3 -5/0' MET. STUD DRACF P 4 -. 0' O.C. CDNT 248 HEADER -METAL ANGLE 4'x2 "x18 GA LL V SLIDING DUER TRACK HAGER MODEL 9110 SERIES OR DUAL, W/2 HANGERS PER DOOR. WOOD DOOR HEAD DfiL e BY- P1455 DOO NEW SHEET FIRST ISSUED' 1UITI-1 AFOIsAZOII Q ! DRAWING NUMBER: DRAWING TITLE: DETAILS FINISH SCI- IEDULE INTERIOR ELEVATION DOOR E !- IARDWARE SCHEDULES PARTIAL REFELECTED CEILING- PLANS FILE: Zama 5htA9 -2dmg C1� Ot T' PLOT: PC“ PROJECT NUMBER: 99 - .0 - p‘ ,1 1 � DRAWN BY: DD CHECKED BY 1 ® RECEN J V 'EIiFfi �, c,1 1 O N APPROVED BY :. TL' -03.4' We MARLSL015 2'- 8' 255' , 255 TOTAL s 21 SLOTS X 0 ETAT5 253' 253 255' 255' 2' -118' 111111 ®®MI 11111111111111111111111111111111=Mialll 111111111111llllID =M1111•s1111 ortatriumme 1 Cirr OPPIr Scale: 3/4'4' -0' I4ALLWAY 1 F3001 t CD PARTIAL REFLECTED OILING PLAN I /8° _ I'-0. N04 32 O O 0 CCZ•FERIENCE Rat 1E3121 IMF CONFERENCE ia"1 1 F3171 ELECTRICAL Schedule - 3rd Floor Room Finish Schedule 3rd Floor Hardware Schedule Abbreviations: 3rd Floor'' ACT = Active - Leof INA = Inactive Leaf BRACE a 24' OC, MAX SECTION C 3. MAILROOM - CABINETRY 1/8 1' -f0° D -3' v189 PEOM 11,41LROCl"1 - E314 C I ) = Each Leaf I ! 3 0' 3'40' !L- 6'I -b' 3• m' 2' 6' BS = Both Sides epq cfr 357, REVISIONS ISSUE. DATE. 3 EQUAL SPACES L0' 5TtIDINAL VIEW LWCN ROOM 1 P3101 BASE CABINETS W /.. ADJUSTABLE SHELVING • DOORS s BATH SIDES END VIEW MAILROOM ISLAND GOISSTER 000)450 CABINETS All drawings and mitten materiel appearing herein constitute the original and unpunished work of the Sonny Corporeal and the same may . he dupeicated, used or c.c. . without the written consent of the Sahey Corporation_ DEC 1 3 ZOdi CONSULTANTS PROGRESS DATE: _ BEY ARCHITECTURE AFC)* AZ011 4/7 /00 Tenant Improvement for ZAA N E T W O R K S at lntereate U.lsst 12201 Tukwila International Blvd Tukwila, W.4 CEILIHS TILE 411)0-0' AFF NOTE: 1L MELAMINE 55)!5)4 ON ALL EXPOSED IDES OF PARTICLE BOARD SEE =� ?ii 1/4' 17ARDBOARD /DIVIDERS �, 3,`4' PARTICLE NOR FR4010 ID/ 5/I0'X 1/4' DEEP SLOTS Scale: Verfee U4 "X 1/4' 005)50 34' PARTICLE BOARD VER FRAME BEYOND Scale: 3 "4' -0" METAL STUD PARTITION, SEE PLAN FOR TYPE 3 -5/0' MET. STUD DRACF P 4 -. 0' O.C. CDNT 248 HEADER -METAL ANGLE 4'x2 "x18 GA LL V SLIDING DUER TRACK HAGER MODEL 9110 SERIES OR DUAL, W/2 HANGERS PER DOOR. WOOD DOOR HEAD DfiL e BY- P1455 DOO NEW SHEET FIRST ISSUED' 1UITI-1 AFOIsAZOII Q ! DRAWING NUMBER: DRAWING TITLE: DETAILS FINISH SCI- IEDULE INTERIOR ELEVATION DOOR E !- IARDWARE SCHEDULES PARTIAL REFELECTED CEILING- PLANS FILE: Zama 5htA9 -2dmg C1� Ot T' PLOT: PC“ PROJECT NUMBER: 99 - .0 - p‘ ,1 1 � DRAWN BY: DD CHECKED BY 1 ® RECEN J V 'EIiFfi �, c,1 1 O N APPROVED BY :. - 5' CDNG -SLAB O J _ GRADE ABOVE; REFER To SHEET 'S4.2 O® — �� � •z ; ttMOVE b S1TNG' 3STONE , . TO-12'41f ISOLATION MOUNTING BASE SUPPORTS AT BOTTOM OF CENERAIDR'FRAME 2F-0' _SCREEN FEIIRE, 19' HIGH 8Y= 71/4' CONCRETE SOEWALK 8 CONC WALL AT FERN PERME'ER LE L 0' -0' (94.17') T.O. SCAB ON GRADE -3 -4' (90.837 T.O. ISOLATED SLAB -3 -0' (91.16) 99.45 LQAD BAN LEGEND: INDICATES CASiIN PLACE CONC WALL t S EE SHEET 518 FOR EXTERIOR CONC WALL THICKNESS INDICATES METAL STUD WALL, SEE ARCHITECTURAL INDICATES STEP FTC, SEE 14/S2 TOP OF FOOTING +125.5' APPROXIMATE FINISH GRADE S BORING HOLES OR TEST PITS SECTION AT GENERATOR PIT SCALE 1 /8° GENERAL NOTES: 1. SEE SHEET 51 FOR - GENERAL NOTES AND SHEET S2 FOR TYPICAL DETAIL REQUIREMENTS 2. TOP OF CONCRETE SLAB ELEVATION = 94.1r 3. TOP OF FOOTBJCS TO BE 93.44 UNLESS NOTED OTHERWISE 4. SEE ARCHITECTURAL':DRAYANCS FOR ADDITIONAL DIMENSIONS NOT SHOWN. 5. VERIFY ALL DIMENSIONS. F TOR ELEVATIONS, DEPRESSIONS, FINISHES, STAIR DETAILS, GUARDRAILS, ETC., w /ARCN'L DRAWINGS 6. FOR EXACT NAME AND EXTENT OF DRAINS, EXTERIOR WALKS, DRAINAGE, ETC, SEE OTHER DRAWINGS 7. REFER TO ARCHITECTURAL, ELECTRICAL, MECHANICAL, AND PLUMBING. DRAWINGS FOR DUCTS CHASES, PIPES ETC 8. DOWEL BARS ARE 1 4 % - TYP UNO. 9. SEE DETAILS 30/S11- FOR - CONCRETE COL TYPE AND -REINF 10. SEE SHEETS S18, S19 AND 520 FOR EXTERIOR PRECAST CONCRETE REQUIREMENTS. LEVEL P1 9' -4' (103.50j LEVEL P2 O' -0' (94.17) L0. SLAB OH GRADE 4 -3-4' (9a8 Ea ISOLATED SLAB. 3 -0 ,(91.16') (BUILDING DIVISION 2 0 DRAWN BY JG R CHECKED BY i9g9 R8 JOB ; NO p ERM1T 99084 NORTH P2 LEVEL 0 6' CONE WALL Is AT12' EA WA, C1R 5' CONE N AB W /o5AT12Al:. EA WAY 2 -15 CONY NEW CONCRETE PIT Al GENERATOR SET LOCATIONS, SEE PLAN NEW CONCRETE PR AT GENERATOR SET LOCATIONS SEE PLAN EJOS19NCiWNC 0P4 ADE,'SEErPLAN TOWROPE' SAWGUT, AND -REMO E EXIS1WC,CCNC SLAB ON GRADE AND REM - INSTALL ( AT I2� EPDXY ELBEDOED'DOWEL 6' CONC WALL 15AT12'0.C. EA WA, CIR 5' CONC SLAB W/i5 M EA WAY SANCUT, OPP .AND EXISTING GMC S.AB" GRADE 'AND REINF INSTALL AT 121).C. EPDXY EMBEDDED DOW 2 0 i 2=150LT : EXISTING CONC RETAINING WALL FOOTWC AT 'LL B 3 SECTION AT GENERATOR PIT SCALE i/2' = 1, 0. 6'. CONC WALL i AT 12' O.G. EA WA, CIR' 5' OORC SLAB W/3 AT,12 QC EA WAY D99 -0435 NEW CONCRETE. PIT AT GENERATOR SET LOCATIONS SEE PLAN E, ON GRADE SEE PLAN FOR SALIENT, OW AND REIROYE DISI C CDC &Ae a. CRAM AND REIJF #STALL 15 AT Wile EPDXY EYIEDDED DOYEL 2= /5, CONT SECTION AT RETAINING WALL S .108 NO. CTLY OF O ATS APPROVED 5/3 FEB 0 9' 200Q ' S[ , AS NOTED E WILCO* DMSION 2:11111 Qt?AWA BY 35O61S33 SECTION A T GENERATOR PIT SCALE '1/2' = ,• -0" ' +-0 J _ :l - _.' l — rn ui rn rnul 111%,, % i - - - • 1111.L r I mailaRetletwria E.g....,, 41 " . 11111111151§; , ..e, z "n • I fT r 1 F 1 r I: -- - -�> - I 12 1/4 LIA>:7ILAI !TOLE PE1(TRATKIN DIROUGH PRECAST CONC PLANK FOR GENERATOR E711A(ST, SEE 8/54.2 FOR P/T PLANK PENETRATION LOCATION LOCABONS OF POSDEIE 121/2'40 GENERATOR EXIMusr'PENETRATIO S DD NOT DAMAGE DUST PLOW PRESTRES SERE -s' CONC WIG WAN W24AiV2. SEE PLAN RXR AUOFD REV 8' P PRECAST KELOR CORE PLAN( PRECAST CONC PLANKS SCALE 1/2' = s ®_saieaWss ® SIWa ®ialr � �ar® swarm's'sssrsssasaa s�ai -s_iLSes- COOLMC TOYER i i , COOU1G TOYER 12 1/470, UAXD4IA( HOLE PENETRATION TfIRDOCI( PRECAST CONC PLANK FOR QENERA OREXNAIkST, SEE 8/54.2 FOR P/1 PLANK PENETRATON LOCATglI 5',CQNC SLAB al GRADE M/0 AT iraC ' WAY AT;: LVDEP1H ! i 25 =-1, J t�' EXHAUST P -1 LEVEL PENETRATION DRAWN BY JG CHECKED BY R8 JOB NO. DATE 12/07/99 905447 LEVLEL P -2 AT GENERATOR EXHAUST trrill SCAM 1/8' =1'-0' REIN SCHEDULE MARK , . 35,KI i Ar 12 ac. �• /4%)i-U ' r2 D.L. 14.6 AT 12 i HK`D c.L. #5,119 -C - A, 12 0.0 HK 'D "r, AT fi .�.i NORTH LEGEND: INDICATES CAST IN PLACE CONC WALL SEE ' SHEET S18 FOR EXTERIOR CONC WALL TRIMNESS - --j it FAL STUD WALL, GENERAL NOTES: EXPIRED D99 -0435 SEE SHEET SI FOR GENERAL NOTES AND SFEET S2 FOR TYPICAL DETAIL REQUIREMENTS • SEE ARCHITECTURAL.DRAIONCS FOR ADDITIONAL DNWAJ9L NS NOT SHOMK VERIFY ALL DM4ENSI174 FLOTTR ELEVATIONS DEPRESBONS FRIISHES' STAIR DETAILS ''JARDRAILS, ETC, rr /ARCM DRANSN S. FOR EXACT NATURE MB LATENT OF DRAINS EXTERIOR WALKS DRAW/. T C SEE OTHER DRAWINGS REFER TO ARi7UTECTURAL, ELECTRICAL, LIECHANICAL, AND PLUIIBING'DRAW94GS FOR DUCTS,, PIPES ETC. DOWEL BARS ARE 1 4' -0' TYP UNO. f ' +-0 J _ :l - _.' l — rn ui rn rnul 111%,, % i - - - • 1111.L r I mailaRetletwria E.g....,, 41 " . 11111111151§; , ..e, z "n • I fT r 1 F 1 r I: -- - -�> - I 12 1/4 LIA>:7ILAI !TOLE PE1(TRATKIN DIROUGH PRECAST CONC PLANK FOR GENERATOR E711A(ST, SEE 8/54.2 FOR P/T PLANK PENETRATION LOCATION LOCABONS OF POSDEIE 121/2'40 GENERATOR EXIMusr'PENETRATIO S DD NOT DAMAGE DUST PLOW PRESTRES SERE -s' CONC WIG WAN W24AiV2. SEE PLAN RXR AUOFD REV 8' P PRECAST KELOR CORE PLAN( PRECAST CONC PLANKS SCALE 1/2' = s ®_saieaWss ® SIWa ®ialr � �ar® swarm's'sssrsssasaa s�ai -s_iLSes- COOLMC TOYER i i , COOU1G TOYER 12 1/470, UAXD4IA( HOLE PENETRATION TfIRDOCI( PRECAST CONC PLANK FOR QENERA OREXNAIkST, SEE 8/54.2 FOR P/1 PLANK PENETRATON LOCATglI 5',CQNC SLAB al GRADE M/0 AT iraC ' WAY AT;: LVDEP1H ! i 25 =-1, J t�' EXHAUST P -1 LEVEL PENETRATION DRAWN BY JG CHECKED BY R8 JOB NO. DATE 12/07/99 905447 LEVLEL P -2 AT GENERATOR EXHAUST trrill SCAM 1/8' =1'-0' REIN SCHEDULE MARK , . 35,KI i Ar 12 ac. �• /4%)i-U ' r2 D.L. 14.6 AT 12 i HK`D c.L. #5,119 -C - A, 12 0.0 HK 'D "r, AT fi .�.i NORTH LEGEND: INDICATES CAST IN PLACE CONC WALL SEE ' SHEET S18 FOR EXTERIOR CONC WALL TRIMNESS - --j it FAL STUD WALL, GENERAL NOTES: EXPIRED D99 -0435 SEE SHEET SI FOR GENERAL NOTES AND SFEET S2 FOR TYPICAL DETAIL REQUIREMENTS • SEE ARCHITECTURAL.DRAIONCS FOR ADDITIONAL DNWAJ9L NS NOT SHOMK VERIFY ALL DM4ENSI174 FLOTTR ELEVATIONS DEPRESBONS FRIISHES' STAIR DETAILS ''JARDRAILS, ETC, rr /ARCM DRANSN S. FOR EXACT NATURE MB LATENT OF DRAINS EXTERIOR WALKS DRAW/. T C SEE OTHER DRAWINGS REFER TO ARi7UTECTURAL, ELECTRICAL, LIECHANICAL, AND PLUIIBING'DRAW94GS FOR DUCTS,, PIPES ETC. DOWEL BARS ARE 1 4' -0' TYP UNO. .' smaRa� atmililsAOmii� a a i !! ! a• = 3 !f ®afO E!! ts ! lilfi 1!1 INIIIlMi •!illiiil iiill 4Pa ! ® ®0 ®>M>aeA®0fi ®iiiiME! ®i0 =iiiiiiii0!!i !dI® i!i!!Nf ®siemilf®s !!0!!!Ya!!!!!!!!0 !l aDmsmiae ®aY3fill�If�i!!i'�i ® M MIisf■!i ■ at �i9 ® 0.1OM= i� BOQ8 �iil afiel lttii!!!_lif�ilif�!!!llm1 ®D 112.11 !�lilY96i00®C.9i aSl A�T.A� i�iafs�sa� i =oR i�i�li!!� fmi ®� ® i ®®�i ��IO���¢�� �0 ®�a� ME MOM !lit tti!!SZIMl ®!il11.16i! ll01•1=llSlvil �S' l woman mats 1Q@m@AI fL 'iti^A�l�i�a P ii. i fomii ®i!!!!Y ®il ®!!lltdi�!®Y�mism ailRl6l llarasesamem�atl R'/3mEan alma. mla/on R 741I-T-�t 111111111•11.111011111.1.1,,i4 4 11, � O<Di!!!!•61. ; f_TaD ®lil�Ct NIIIIM INI Rfdf 7P �44.TJR9at,1 Mt= PEA YN. .7 D�Aia ■r ill iC.'." r..:: K. Qfl 6� ®St'�L: .�iFLL"ASL*iimi!! ®fmC.�. ✓ 6:08! ® ®iEBmiMSNIalMIlln0D.. .t.:J6l a18.1B1=9Aea:p a tioncsitualsoiv 1_li9SYkiliY�hY ;11 UM ......wee. ..M� "NA mn®wmo.a. _e ems. ..s�..�=... 1.0. 4 1NI uafatsstn�vQl �Ammrt MP tt�l a. aa�z��mm :ama' ��ea��aaa ®�nm��.:��_- j3 NI ila9v•i�5as9amf8laaa. EGMOM I 11159 r"B kiS0t11047M63.210.2&.9a: 1, ...SM.asf&.M71. n !!®rmrz!®alasos�zuml�s>m lmtaMEM11aa1a12111.1111 a faa 9131717aa wrma�eomGEximcnam 611111 m ®a9.1lMIn.a - - SEE SHEET Si FOR GENERAL NOTES AND WET S2 FOR TYPICAL DETAIL REQUIREMENTS SEE ARCHRECTURAL'DRAWNIS FOR ADDIDONAL DIMENSIONS NOT SNOW. VERIFY ALL DIYEN90NS, FLOCK ELEVATIONS DEPRES90NS, FINISHES, STAR DETAILS GUARDRAILS, ETC., w /AROIt DRAYS FOR EXACT NATURE AND EXTENT OF DRAB EXTERIOR WALKS DRAINAGE, ETC., SEE OTHER DOSES. REFER TO ARCHITECTURAL, ELECIRiCAi iECHAMCAL,.AND PLUMBING DRAWINGS FOR DUCTS, CHASES, FITS, ETC. ELEVATION A T SCREEN WALL SCALE = 1 - INDICATES CAST NI PLAN MC WU SEE SHEEi SIB FOR EXTERIOR CCNC WALL 1Wp0$SS 83' B' 3 EWAL BAYS FOQIWG ENE 1� MEE SECTION A T SCREEN WALL SCALE • 1/8' = SECTION A T SCREEN WALL SCALE . i/8' = 1•-U• BUILDING DIVISION DRANT) BY JG , CHECKED BY R8 JOB NO. 99u84 12/07/99 1/29/99 ,084'S2. gm § § §g %O088ts NOTE: 80iAtIST PPE - SCPLE7 1/8' = .1* -(r M3.01 ' • • • 1 DISCHAtE- . r'4°121D4141:.''' EXPIRED D99-0435 _ - :,'-- WATER1lC11T SLEEVEi o-tirros tom (ustE wo if _aux FOR CONLINUMON ' - SEE140.2. ° , 'Fos veroR ' caetEcnotrro. WOW • • t. 0201 Taktila=kitetriii MHfl , Pff SfEEVE ; 71:77 DRAINGIITLE, GARAGE LEWLIP2- , GY r _ - nFc 1 SAB eR ZW47 PLOT. PIPE DWNn JE "L:''9`ET)'"' Dfl scoa: I/8 i O CRU -16s# FIRST FLOOR PLAN' - UNDERFLOOR HVAC EXPIRE t, , y tt�tDabR's1� s _p >A)E t 11959 PROOD4 DATE 1 t'r 1414 SLAT 3RD . FLOOR 1442 SLR �.: LO6BY TO BE SERVED BY LEVEL 3 do 4 AL: UNT EC 5 ' 4> 1 QSA GRE ENHECK iMODEL CUBE 14-3 0625 SP.: 1/3 NP. . w/ C4j M. a BRUSCREEN 1,8 UP TO Ef ON ROOF ,- S- 500 240 SWG w /OBL. k OBD fQOIEGER MODEL 880H DR`EQuN -- "DUCT SOr.t.FABRIC DUCTS ,•, .. IS CLASSIFIED BY UNDERWR(tgYS:LPBORATORIES IN ACCORDANCE WITH THE FM/HAWN MID SMOKE DEVELOPED REOUWEMENTS;OF NFPA -90A - MAX. FLAME- SPREAD iNDEK OF 25' = - VAX. SMOKE DEVELOPED INDEX OF 50 (5 1w) PHASE 1 SECOND FLOOR PLAN VAC t /8" = L ,A PL OT: PROJEC NUMBER: DRAWN .BY: J CHECKED BY: E APPROVED BY: F �L I I I I I I C I I I I `` 3�4.UPaCN E11I ZII] FIRST FLOOR PLAN - UNDERFLOOR :.PLUMBING scALE 1/a' =r t/2 WVLVE a co 3VUP &OR DRAWftG NUMBER at lntargate LLest 12201 Tukwila' Giternatl nal Blvd' Tukwila, 144 ISSUE &E PROGRESS OATS RLE: al *mewled alba Nadi wad. taste arediale the agid ad upi/4Mtelk If the Sday Oatm+oa God the a tm mar ad 1e end or &dome athout the It coma d ttr sab r Capon f. - A b 10.m -99 PLOT: PROJECT NUMBER #�< 'DRAWN BY: at. :1 CRECKEO BY. DM -APPROVED BY 1, 21_ J td. WH DRIP'' PAN :.. SECOND •.PLAN PL BING' t / 8 • r PROGRESS DATE:• ,:. PLOT: . ..:. ... �unreeriiEF. PROJECT :NUMBER: 35340 r - DRAWN BY: - JE. CHECKED rg-t APPROVED REVISIONS ISSUE DWFE ..... N &Mop aetedYaeeiild "paig lini eloil is tls ayfed yak at Is Sat Cipaidiles ad tha IN.. mg ed fee d IN. uwaa� rr die�lad� eMo lha ed6ee cgeoad of tM 9�.�ao6eer OIRMINIENIENW Tenant Improvement for at kuergate mast 12201 Tukintla lnternatronal 84vd Tukwila, uta - - PLUMBING FIXTURE SCHEDULE , ITEM • 41-1 COFfEE 11111C FIXTURE: FAUCET : STRYKER 'NW:. - *SUPP L IES:. BAY PiR-4918, STANOS STEELCOUNTElt ROWED, 12X120 BOW 0144. , . MIN ICL1148IPS, SONG SPOUL HANDLE.01ROME MAUI COINS CUP STRAINO2. TARPIRC WITH DISHILASIER 'CONNECDON- 1461. 1-1/2° X. 1-1/2 17 GRiGE. CHROME PLATED F0-1 FLOOR ?RA& /URN - Z-415 OT ozolt NTH TVE . 1 RESCESSED SAN& TRAP AR RECKIIREePER COOE. FLOOR DRAIN (FD) ROT TO SCALE , -*SORE DftILL TI-IRU MULLEIN, et yen" %till! pIII WIIICIT HAS NO PT CA43LE1411..51143e1E. ACCESS — ' SI1OP.DRALVIP4G Cf ALL ft0Ott.PIEt1EIRATIOttS TO STRUCTURAL DIGINEDI' FOR IV.FRO PRIOR TO t;ORE ORIUJAIG. ELECTRIC WATER PEATat IN CLG WITH SEISMIC OWING- -P/T VALVE SOLDERED VALVES IN IJEU Of ANGLE STOPS • A-3/ecw I/2 filcCW 14 WALL • SINK' i-TOP COINER CONSULTANTS PLO • ertatIt Conbudoes 5005 3ar .he Synth -1 P.0110P24567 SeatRE WA W2 pfeine g011,762 (706,762-2121 500 E ailoaiNs &et Portland; Or: S9218 _ phone awl 351-6903 fax (507.33/-6903 at Intergatet ttleat 12201 Tukwila International Blvd. Tukwila, IL/4 _121EC1 61399 TWA-t LOCATION/ COFFEE SiE MO Ce•WSHER ELECTRIC WATER HEATER SCHEDULE fl re:amens 3 We RECOLIEW • 103 DEGAIIE MX, cE A.09/111 OEL-20 20 Ilk SIOUGE 121211ELLONE._ regAMI. REVISIONS y ISSUE EIAlT 11 dewing' toe wales :materiel Mei the oriehoLcad Irgehhhed wed' and the laces rise/ not tot doeiletated. unit or sitliout lite 'mitten amesot of _the Sabsy,Otepordies. rovornentli ► : COMMUNICATION OUTLET g• .. TELEPHONE. OUTLET - WALL MOUNTED MOE CABLE TRAY. TELEPHONE TERMINAL BOARD(TTB) it 7 IL PLOT: PROJECT NUMBER: B08302 DRAWN BY: CHECKED BY: Ti APPROVED BY: DRAWING NUMBER: 0 FLUORESCENT STRIP FIXTURE, DRAWN TO SCALE O FIXTURE CEILNG MOUNTED. Qi " FIXTURE WALL MOUNTED a FIXTURE RECESSED WALL MOUNTED • LIGHTING FIXTURE, WALL WASHER v ° l • e FIXTURE SUPPLIED FROM EMERGENCY CIRCUIT ® EXIT SIGN - DIRECTIONAL ARROWS AS INDICATED, SHADED SIDES ILLUMINATED 1 a• 0 OR SWITCH - KEY OPERATED - WITH PILOT LIGHT DIMMER MOMENTARY CONTACT LOW VOLTAGE SWITCH RELAY - NEC CLASS II LOW VOLTAGE TRANSFORMER OCCUPANCY SENSOR SWITCH - OCCUPANCY SENSOR vc SWITCH - PHOTO CELL RECEPTACLES OT O • SINGLE RECEPTACLE 120V W DUPLEX RECEPTACLE 120V • DUPLEX RECEPTACLE 120V. MOUNTED 3" ABOVE COUNTER BACKSPLASH ,1 DOUBLE DUPLEX RECEPTACLE 120V +� TWIST LOCK RECEPTACLE 120V •. RECEPTACLE 208V OR 240V, SINGLE PHASE • RECEPTACLE 208V, SINGLE PHASE (TWIST LOCK) • RECEPTACLE 208V OR 240V. 3 PHASE . RECEPTACLE 480V, SINGLE PHASE • RECEPTACLE 480V, 3 PHASE O CEILING CORD DROP, 120V, SINGLE PHASE if CEILING CORD DROP, 120V, SINGLE PHASE, EMERGENCY CIRCUIT FLUSH FLOOR OUTLET (DEVICES AS INDICATED) El oo��u LIGHTING FLUORESCENT FIXTURE, DRAWN TO SCALE ON PLANS - LETTER IN FIXTURE INDICATES SWITCH LEG CONTROL TRACK LIGHT. LIGHTING STANDARD - FIXTURE(S), POLE A BASE LIGHT FIXTURE TYPE - SEE FIXTURE SCHEDULE SWITCH - SINGLE POLE SUBSCRIPTS a,b, etc.. DENOTES CIRCUIT CONTROLLED 3 WAY SWITCH 4 WAY SWITCH FLOOR OUTLET - POKE THROUGH =p1 9. TELEPHONE / POWER POLE (DEVICES AS INDICATED) MULTI - OUTLET ASSEMBLY DUPLEX RECEPTACLE SURGE PROTECTED DUPLEX RECEPTACLE - ISOLATED GROUND DUPLEX RECEPTACLE - GROUND FAULT CIRCUIT INTERRUPTER TYPE COMMUNICATION SYSTEMS C S (i.q) XXX EQUIPMENT PANEL - .208.VOLT SYSTEM PANEL 480 VOLT SYSTEM EQUIPMENT CONNECTION, E = EMERGENCY POWER MOTOR CONNECTION SINGLE PHASE MOTOR CONNECTION ,3 PHASE TRANSFORMER HOT WATER TANK CONTROL FUSED SWITCH (FUSE RATING INDICATED) DISCONNECT SWITCH MANUAL STARTER COMBINATION MOTOR STARTER DISCONNECT SWITCH TIME CLOCK CONTACTOR RELAY - CONTROL TYPE PHOTOCELL CONTROL PUSH BUTTON CONTROL STATION AUTO DOOR PUSHPLATE CIRCUITS RACEWAY CONCEALED IN CEWNG OR WALL HASH MARKS INDICATE NUMBER OF WIRES #12 AWG WIRE UNLESS OTHERWISE NOTED. TWO WIRES IF NO HASH MARK SHOWN. LONG HASH MARK DENOTES NEUTRAL VINDICATES GROUND WIRE RACEWAY CONCEALED IN. FLOOR OR WALL RACEWAY EXPOSED RACEWAY UP RACEWAY DOWN RACEWAY STUB -OUT WITH BUSHING HOME RUN TO PANEL OR LOCATION NOTED CIRCUIT CONTINUATION JUNCTION BOX PULL BOX EXISTING. RACEWAY (IF HASH MARKS ARE SHOWN PULL NEW CONDUCTORS) ELECTRICAL RISER FUSED SWITCH CIRCUIT BREAKER DRAWOUT CIRCUIT BREAKER CIRCUIT BREAKER - GROUND FAULT PROTECTION CABLE TO BUS CONNECTION FUSE OR CURRENT UMITER GROUND CONNECTION SYMBOLS St ABBREVIATIONS IDENTIFICATION SYMBOL FOR FEEDER SIZES TRANSFORMER WATTHOUR METER AMMETER VOLTMETER TRANSFER SWITCH ENGINE-GENERATOR SHORT CIRCUIT : CURRENT. 0 ( ma 0 0 0 0 0 i 0 51 0 FIRE ALARM SYSTEM MANUAL STATION ''.. SMOKE DETECTOR (0 INDICATES INSTALLATION IN DUCT) HEAT DETECTOR (D INDICATES INSTALLATION IN DUCT) SPRINKLER VALVE POSITION MONITOR CONNECTION SPRINKLER FLOW SWITCH CONNECTION SPRINKLER PRESSURE SWITCH CONNECTION FIRE ALARM SPEAKER - FLUSH.CEIUNG MOUNTED FIRE ALARM SPEAKER -. WALL MOUNTED FIRE ALARM CHIME FIRE ALARM HORN /STROBE FIRE ALARM HORN VISUAL ALARM LIGHT - WALL MOUNTED FIRE ALARM CONTROL PANEL REMOTE INDICATION LIGHT SMOKE DOOR RELEASE MECHANISM - (WALL . MOUNTED MAGNETIC TYPE) SMOKE DOOR RELEASE MECHANISM'- (COMBINATION DOOR CLOSER/HOLDER TYPE) FIRE ALARM REMOTE ANNUNCIATOR (FARA) FIRE ALARM GRAPHIC ANNUNCIATOR '.. SMOKE DAMPER CONNECTION ROLLING DOOR RELEASE MECHANISM. FIREFIGHTER'S TELEPHONE JACK MONITOR POINT SECURITY SYSTEM MAGNETIC DOOR SWITCH MOTION DETECTOR ENTRY /EXIT KEYPAD WORK DEFINITION © FLAG NOTE Q X REVISION SYMBOL /2\ ELECTRICAL DETAIL SYMBOL X O = EXISTING EQUIPMENT OR DEVICE REMOVE EXISTING ELECTRICAL EQUIPMENT EXISTING WALLS Q IDENTIFICATION SYMBOL FOR EQUIPMENT GENERAL NOTES :. SECURITY CONTROL PANEL O ELECTRIC STRIKE O CARD READER I0 REQUEST TO EXIT DETECTOR 1. COMPLY WITH NATIONAL ELECTRICAL CODE 1999 EDITION AND WAC 296 -46. 2. THE LOCATIONS OF ELECTRICAL DEVICES OR LIGHTING FIXTURES INDICATED ON ARCHITECTURAL PLANS ELEVATIONS OR SECTIONS TAKE PRECEDENCE OVER LOCATIONS INDICATED ON THE ELECTRICAL DRAWINGS. 3. REFER TO THE ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LIGHTING FIXTURE LOCATIONS. 4. ROUTE ALL HOMERUNS BACK TO MAIN ELECTRICAL ROOM VIA COMMON AREAS AND NOT THROUGHOUT EXISTING TENANT AND /OR SHELL SPACE 5. 20 AMP. 120V. AND 277V BRANCH CIRCUIT REQUIREMENTS: A. BRANCH CIRCUITING IS NOT SHOWN ON ALL DRAWINGS. CONTRACTOR SHALL BE REQUIRED. TO PROVIDE ALL BRANCH CIRCUITS, INCLUDING CODE REQUIRED RACEWAY SYSTEM. AS REQUIRED TO SERVE OUTLETS, DEVICES, AND SWITCHING FUNCTIONS. AS SHOWN ON PLANS. SEE SPECIFICATIONS SECTION 16100 FOR ADDITIONAL BRANCH CIRCUIT REQUIREMENTS. B. CONDUCTOR SIZE: NUMBER 12 AWG MINIMUM FOR POWER AND UGHTING BRANCH. CIRCUITS. C. VOLTAGE DROP: PROVIDE NUMBER 10 AWG MINIMUM FOR 120V BRANCH CIRCUITS LONGER ThAN lOG FEET FROM PANEL TO THE FIRST OUTSET OR DEVICE SERVED./ PROVIDE NUMBER "10..AWG MINIMUM'. FOR 277V BRANCH I CIRCUITS LONGER THAN 175 FEET FROM PANEL TO THE FIRST OUTLET OR DEVICE SERVED D. WHEN CONDUCTORS ARE ADJUSTED IN SIZE TO COMPENSATE FOR VOLTAGE DROP. EQUIPMENT GROUNDING CONDUCTORS SHALL ADJUSTED PROPORTIONATELY TO CIRCULAR MIL AREA. ABBREVIATIONS ACH ABOVE COUNTER HEIGHT AFF ABOVE FINISHED FLOOR AG ABOVE GRADE A. AMP AMPERE ATS AUTOMATIC TRANSFER SWITCH AWG AMERICAN WIRE GAGE CB CIRCUIT. BREAKER CKT CIRCUIT CTB COMMUNICATIONS TERMINAL BOARD DED DEDICATED EWC ELECTRIC WATER COOLER FA FIRE ALARM FBOIC FURNISHED BY OTHERS, INSTALLED BY CONTRACTOR G. GND GROUND GR. GFCI GROUND FAULT CIRCUIT INTERRUPTER HP HORSEPOWER IH INSTA-HOT WATER DISPENSER J-BOX JUNCTION BOX OUTLET MOUNTING HEIGHTS SPECIAL OUTLET HEIGHTS ARE SHOWN ON THE ELECTRICAL DRAWINGS OR ON THE ARCHITECTURAL DRAWINGS. IF SPECIAL OUTLET HEIGHTS ARE NOT SHOWN OR REQUIRED THEN LOCATE'.. OUTLETS AS NOTED BELOW OUTLET HEIGHTS ARE MEASURED FROM THE FiNISHED FLOOR TO THE CENTERLINE OF THE OUTLET UNLESS OTHERWISE NOTED. RECEPTACLES LIGHT SWITCHES PANELBOARDS TELEPHONE OUTLET - DESK TELEPHONE OUTLET - WALL COMPUTER OUTLET - DESK MANUAL STATION FIRE ALARM VISUAL ALARM LIGHT FIRE ALARM HORN, CHIME FIRE ALARM CONTROL PANEL ELECTRICAL DRAWING LIST E0.1 SYMBOLS AND ABBREVIATIONS E0.2 SITE PLAN BUILDING C E1.0 LEVEL P- 2''UGHDNG PLAN E1.1 LEVEL P- 1.UGHDNG PLAN E1.2 LEVEL F -1 UGHDNG 'PLAN EI.3 LEVEL F -2 UGHTING PLAN E20 LEVEL P -2 POWER PLAN E2.1 LEVEL P -1 POWER PLAN E2.2 LEVEL F -1 POWER PLAN E2.3 LEVEL F -2 POWER PLAN E3.O LEVEL P -2 SYSTEMS PLAN E3.1 LEVEL P -1 SYSTEMS PLAN 5.2 LEVEL F -1 SYSTEMS PLAN E3.3 LEVEL F -2 SYSTEMS PLAN E4.0 LEVEL F -1 CABLE TRAY PLAN E4.1 LEVEL F -2 CABLE TRAY PLAN E5.0 LEVEL F -1 FIBER RACEWAY PLAN E5.1 LEVEL F -2 FIBER RACEWAY PLAN E10.0 POWER ONE-LINE DIAGRAM E10.1 POWER ONE -LINE DIAGRAM E11.0 GROUNDING RISER E11.1 EPO DIAGRAMS E12.0 DETAILS E12.1 DETAILS E12.2 DETAILS MCC MW NIC PNL RO RECEPT REF SPECS SW SWBD TELE TYP V VP W WP XFMR 0 E6.O: LEVEL P -2. MECHANICAL POWER PLAN E6.1 LEVEL P -1 MECHANICAL POWER PLAN E6.2 LEVEL F -1 MECHANICAL. POWER PLAN E6.3 LEVEL F -2 MECHANICAL POWER -PLAN E6.4 ROOF MECHANICAL POWER PLAN E7.0 LEVEL F -1, DC POWER PLAN E7.1 LEVEL F -2 DC POWER PLAN E3A LEVEL F -1' SIGNAL GROUNDING PLAN E8.1 LEVEL F -2 SIGNAL GROUNDING PLAN E9.0 ROOF LIGHTNING PROTECTION PLAN E9.1 ROOF. LIGHTNING PROTECTION DETAILS MOTOR CONTROL CENTER MICROWAVE NEUTRAL NOT IN CONTRACT PANEL RACEWAY ,. RACEWAY ONLY RECEPTACLE REFRIGERATOR SPECIFICATIONS SWITCHBOARD TELEPHONE TYPICAL VOLT VANDALPROOF WIRE OR WATT WEATHERPROOF TRANSFORMER PHASE + 18 INCHES VERTICAL + 4 FEET SET VERTICAL + 6 FEET TO TOP OF PANEL BOARD + 18 INCHES VERTICAL + 54 INCHES VERTICAL + 18 INCHES VERTICAL +4 FEET + 84 INCHES OR 6 INCHES BELOW CEILING WHICH EVER IS LOWER + 84 INCHES OR 6 INCHES BELOW CEILING WHICH EVER IS LOWER + 6 FEET TO TOP EXPIRED D99 -0435 SABEY ARC r U SPARLING IE - pNClmaG LIGHTINGi OEM= TeCeereLeMe Cwi1LtH6 rmcescww7 -stew fWO seerre.e. We oasot -eees Ream f2061667415'S CONSULTANTS anmaa7oss REVISIONS ISSUE DATE AG drawings one 'rotten motaid appecNg linen es Nte arigi. and apuhfded wad at the Sahey re the same may vat be AO... used a without the written canoed of the Sate. Ccgarafn. Tenant Improvement for ZAMA K F 7 WO R K 3 at Intergate Ukat 12201 Tukwila International Blvd Tukwila, WA DRAWING TITLE: FILE: EDLOUG SYMBOLS AND ABBREVIATIONS RAVED UtLE 1 IlI2 PROGRESS DATE: 12/5/99 TERxarCENtUR ZAMACTRICAL tiDSA_E• DRAWING NUMBER t rn — --- r FLAG NOTES NO WORK REQUIRED WITHIN SHADED AREA. UNLESS OTHERWISE NOTED THROUGHOUT THE SPECIFICATIONS OR AS SHOWN ON THIS DRAWING PROVIDE AN UN— SWITCHED CIRCUIT. I TYP • . � ....E V2 i• Ex:'As_S.T.G X AUAT CRiL LE EXPIRED D99 -0435 ra SABEY CORPORATION - E - ROASIONS SFARLING ELECTRICAL. EMEASERMIG 1..M.TRAZ DESIGN TECHAR.00, CONSULTING 7200LMWAT s too 9usI[Y W 90101-fSSOI Hob (206M67-0555 FAX C2001667-0754 CONSULTANTS Vrti uv,�,am ISSUE DATE At drwings oM oaten material oppeanig here. mns8'tute the odpid and u pubrehed work of the Sob, Como n6on and the nowt may not he dup4hhed, used cc paclosed o'Uaut the oaten cement of the Saber Corperarrm, Tenant Improvement for ZAA N E T W C E T S at Intergate Ulest 12201 Tukwila International Blvd Tukwila, II/A DRAWING TREE: LEvEL P -2 LKNTIN PLAN 508302 CRY OF TUKWILA DEC 1 6 1999 PROGRESS DATE D/6/w PEw.uTCeaTSR FILE EitUMG t PUMP PLOT: PROJECT NUMBER: 8218302 DRAWN BY: CHECKED BY: TJ APPROVED BY: DRAWING NUMBER:. E — LEVEL P -1 LIGHTING PLAN SCALE: 1 /8"=1"--0" FLAG NOTES E> NO WORK REQUIRED WITHIN SHADED AREA UNLESS OTHERWISE NOTED THROUGHOUT THE SPECIFICATIONS OR AS SHOWN ON THIS DRAWING. PROVIDE UNSWITCHED CIRCUIT. i E - EXPIRED D99 -0435 7.5 SABEY CORP'ORATIOI�T ARCHITECTURE RC 7200uvCW -Sum IWO sewrn.f, ww 5.13101-11953 1.4o. f2061661-0520 C0r6ULTA as F a0676157mss REVISIONS ISSUE DATE At dmegs aM toRten trotedd apse** Nrdit corspadlpins the edged and u sobi hed eak of de Se., d�cfo®d and the same may am be espitthed, used ay nl.. the eaten CORO. of the Satiny Caspamfion. Tenant Improvement for Z MA N E T W O R K S S at Intergate West 1220I Tukwila International Sled Tukwila, ILL4 DRAWING TITLE: FILE EILDUZ SPAKLING LEVEL P -I LIGHTING PLAN RECEIVE PROGRESS DATE: 1215159 UCt, i. B 15`55 ° ERMF7 CENIER ZAMA LIGHT FIXTURE SCHEDULE TYPE DESCRIPTION LAMPS INPUT WATTS Fl CHAIN HUNG TWO LAMP FLUORESCENT STRIP FIXTURE NOMINAL 48'. DIE. FORMED STEEL. HIGH REFLECTANCE BAKED WHITE ENAMEL FINISH. ELECTRONIC BALLAST. TWO F32T8 62 FIE SAME AS Fl. EXCEPT WITH A BATTERY PACK. TWO F32T8 62 F2 CHAIN HUNG TWO LAMP FLUORESCENT STRIP FIXTURE NOMINAL 48'. DIE FORMED STEEL. HIGH REFLECTANCE BAKED WHITE ENAMEL FINISH- ELECTRONIC BALLAST. PROVIDE WIREGUARD. TWO F32T8 62 F3 CHAIN HUNG IWO LAMP FLUORESCENT FIXTURE. ELECTRONIC BALLAST. TWO F3278 62 F3E SAME AS F3. EXCEPT WITH A BATTERY PACK. TWO F32T8 62 F4 '... SURFACE MOUNTED LENSED TROFFER NOMINAL 24- x 48- x S. FLUSH STEEL DOOR Willi MITERED CORNERS, ENCLOSED POSITIVE CAM ACTION LATCHES AND .125 VIRGIN ACRYLIC PRISIMTIC LENS. ELECTRONIC BALLAST. TWO F32T8 62 SURFACE .MOUNTED. LENSED TROFFER NOMINAL 24" x.24' x 5", . FLUSH STEEL DOOR WITH MITERED CORNERS. ENCLOSED TWO FT4OW '74, POSITIVE CAM ACTION LATCHES AND .125 VIRGIN ACRYLJC PRISMATIC LENS. ELECTRONIC BALLAST. FS£ SAME AS 'FS. EXCEPT WITH A BATTERY PACK. TWO FT4OW 74 - F5 TWO LAMP LENSED FLUORESCENT. ELECTRONIC BALLAST. TWO F32T8 62 F7 INCANDESCENT GLOBE. '1 60 . EM1 WALL MOUNT, WHITE STEEL ENCLOSURE, BATTERY BACKUP TWIN HEAD. (9) WATT EGRESS LIGHT. SIZE VOLT SEALED MAINTENANCE FREE LEAD CALCIUM BATTERY. SHALL PROVIDE PROVIDE 90 MINUTE OF EMERGENCY OPERATION. 2 9 X 1 SINGLE FACE GREEN LED EXIT SIGN. X2 DUAL FACE. GREEN LED EXIT SIGN. a' li'7IlliilIlt:;�li IIA I� ►'al�a��l!Ila'I!'�+1ii1!! ..:C_II CI IIW.W 3ii I Bilk lIMILF11l 1 � • A � l,'��IIi',�Ii1 1 �0lJn Liifl �IvI 4 H –17 H1 -21 XX -3— � 1: 1313TH �tlll �ISII 1 �III:m1141_I2I! 111111!1111E !L ■ell Ili! !I iiEII.' i'1I -. ■AII®.:II It1. I111Iy;1NI NMI E!•N IRLE rM ®AAAQ' ■®11!11111l®M 1� 11OI 1a1M Dm": "a113 IMF/ IMI NM . Nit EMIR an�II i �Ilii rt 11121i IN 1 .2/111Maill 11AIIIE2N •2110 IINIAIL110A13i11A2 GAIL. RIM MI 0I NMI fh+Ql IMN EI�wp•_10 Ammo■ _ !raw mar 3rAT.1■! N-- ` it WIN III1E11141 1/1 IlIi,!! i1Iii1 mum I1�'ir, I -muff 1 AA 1 . I ;.J Rs I IIJI ' ' Miss rinar>Ir ► . - 'I . ► __ �l t_ I I®1r =I 'iu�alei'�Iv la= -l"lI_ mlmalo 1 e a 1/c =:�IEIallai IREIGI 1/P 7IERUIRE101B ! 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AIt'111�� VIII ►Ift I I ` I�IH•iI•1 f 4 1111111 ���IIi ®I►I�IE►..,,.II E: VIII,: i$11BisMIH litil lIiliirf/I iL11I'L® i i t. ! iII►'I� !hIIG'®■ Jr I114I : .1�LliIII::i RI ►'A' I aev11111111r01sINr LIGHTING PLAN tt e { � � i � q T HEIS l t � ��' 4 nt11� � 1 _ .I 1XI�:'1 1 I'It 1 I L1111 !! I 1 f1 RJTU • ELECT Fit I EXPIRES 12 -14 -1999 PLOT: PROJECT NUMBER: DRAWN ' BY: CHECKED BY: TJ ,: APPROVED BY: DRAWING NUMBER: 2 GENERAL NOTES 1. PROVIDE A #10AWG (MINIMUM SIZE) GREEN GROUNDING CONDUCTOR IN ALL LIGHTING CIRCUITS. 2. COORDINATE THE EXACT LOCATION OF ALL LIGHT FIXTURES AND CONTROL DEVICES WITH ARCHITECT PRIOR TO ROUGH –IN. 3. MAINTAIN ALL SYSTEMS SERVING OTHER AREAS OPERATIONAL AT ALL TIMES. FLAG NOTES NO WORK REQUIRED WITHIN SHADED AREA. UNLESS OTHERWISE NOTED THROUGHOUT THE SPECIFICATIONS OR AS SHOWN ON THIS DRAWING © WIRE SO THAT EACH CIRCUIT CONTROL ONE SWITCHLEG THAN THE OTHER PROVIDE UN– SWITCHED CIRCUIT PROVIDE FIXTURE WITH INTEGRAL BATTERY PACK. L1 LEVEL F -1 \ / SCALE: 1 /8' =1' -0 EXPIRED D99 -0435 SA13EY REVISIONS 4 11 44 S PARLI N G DEMON 720CILIKVatav 1061/01 -,ess licOM C1.11386 CONSinTWNIS F ameos61C.Ss 91U1111t ISSUE LUTE All o and we at the e Sate; and the save may rot x duplooMl4 used orCc= without the waters cement at B. &they Corporafem. Tenant Improvement for ZA A DRAWING TRLE N E T W O R K S at Gltergate Test 1201 Tukwila International Blvd Tukwila, U14 PROGRESS DATE 12 /5099 FILE E12DUE1 LEVEL F-I LIGI•ITAVG PLAN PERMIT CENTER 999 ZAMA LIGHT FIXTURE SCHEDULE TYPE DESCRIPTION LAMPS INPUT WATTS Fl CHAIN HUNG TWO LAMP FLUORESCENT STRIP FIXTURE NOMINAL 48'. DIE FORMED STEEL, HIGH REFLECTANCE BAKED WHITE ENAMEL FINISF. ELECTRONIC BALLAST_ TWO F32T8 62 El SAME AS Ft. EXCEPT WITH A BATTERY PACK. TWO F32T8. 62 F2 CHAIN HUNG TWO LAMP FLUORESCENT STRIP FIXTURE NOMINAL 48". DIE FORMED STEEL, HIGH REFLECTANCE BAKED WHITE ENAMEL FINISH. ELECTRONIC BALLAST. PROVIDE WIREGLIARD. TWO F32T8 62 F3 CIiNN HUNG TWO LAMP FLUORESCENT FIXTURE. ELECTRONIC BALLAST. TWO F32T8 62 F3E SAME AS F3, EXCEPT WITH A BATTERY PACK. TWO F32T8 62 F4 SURFACE MOUNTED LENSED TROFFER NOMINAL 24 ' 45 x 5, FLUSH STEEL DOOR WIT5I MITERED CORNERS, ENCLOSED, POSITNE CAM ACTION LATCHES AND .125 VIRGIN ACRYLIC PRISMATIC, LENS. ELECTRONIC BALLAST. TWO F32T8 62 FS SURFACE MOUNTED LENSED TROFFER NOMINAL 24 x 24 x 5. FLUSH STEEL DOOR. WITH MITERED CORNERS, ENCLOSED CAM ACTION LATCHES AND .125" VIRGIN ACRYLIC PRISMATIC LENS. ELECTRONIC BALLAST. TWO FT4OW 74 EVE SAME AS F5, EXCEPT WITH A BATTERY PACK_ TWO FT4OW 74 F6 IWO LAMP LENSED FLUORESCENT. ELECTRONIC BALLAST. TWO F32T8 62 F7 INCANDESCENT GLOBE. 1 60 EMI WALL MOUNT, WHITE STEEL ENCLOSURE. BATTERY BACKUP TWIN HEAD.' (9) WATT EGRESS LIGHT. SIZE VOLT SEALED MAINTENANCE FREE LEAD CALCIUM BATTERY. SHALL PROVIDE PROVIDE 90 MINUTE OF EMERGENCY OPERATION. 2 X7 SINGLE FACE GREEN. LED EXIT SIGN. 1 3 X2 DUAL FACE GREEN LED EXIT SIGN. 1 3 GENERAL NOTES 1. PROVIDE A #10AWG (MINIMUM SIZE) GREEN GROUNDING CONDUCTOR IN ALL LIGHTING CIRCUITS. 2. COORDINATE THE EXACT LOCATION OF ALL LIGHT FIXTURES AND CONTROL DEVICES WITH ARCHITECT PRIOR TO ROUGH -IN. 3. ALL CIRCUITING HASH MARKS SHOWN ON THIS PLAN (I.E. ( ) ARE SHOWN AS SUCH TO INDICATE THE QUANTITY OF CIRCUITS (PHASE CONDUCTORS) REQUIRED. PROVIDE. FOR EACH CIRCUIT (PHASE CONDUCTOR) A SEPARATE NEUTRAL CONDUCTOR THOUGH SHOWN OTHERWISE ON PLANS. SHARES NEUTRALS ARE NOT PERMITTED. 4. MAINTAIN ALL SYSTEMS SERVING OTHER AREAS OPERATIONAL AT ALL TIMES. FLAG NOTES NO WORK REQUIRED WITHIN SHADED AREA. UNLESS OTHERWISE NOTED THROUGHOUT THE SPECIFICATIONS OR AS SHOWN ON THIS DRAWING. '. EXISTING LIGHTING FIXTURE TO REMAIN UNCHANGED. MAINTAIN OPERATIONAL AT ALL TIMES. PROVIDE FIXTURE WITH INTEGRAL BATTERY PACK. H PROVIDE UN - SWITCHED CIRCUITS_ PROVIDE FIXTURE WITH INTEGRAL PHOTO -CELL © HANG FIXTURE SO THE LAMP FACES THE CEIUNG. LEVEL F -2 LIGHTING PLAN 4SCALE. I /8 =1' -0 v / EXPIRED D99 -0435 EXPIRES 12 -14 -1999 SABEY CORPORATION `! ARCHITECTURE GROUP DRAWING TITLE DRAWING NUMBER: S t SPARLING UOFITE. DEMON TECHNOLOMY 220r2rvcWAY - Sum ! TOO Sum; WA 96101 -1.321 Rot (1067667 CONSULTANTS F (2067 .37ce66 �Areiams REVISIONS ISSUE DATE Al dma:gs ed eaten entails! 6ppea :g Men casabas the Maid ed unprbiYrd met of the Sotetr Corporation and the some mg not to dupfmted, aced a McMssa without the en'Uee coma* of the Sobey Corporation Tenant Improvement tor ZAMA N E T W O R K S at Intergate West 12201 Tukwila International Blvd_ Tukwila, ULA LEVEL F -2 L161- (TANG PLAN DEC 1 6 1999 PROGRESS ATE: vistas PERM FILE Et3DILG PLOT:. PROJECT NUMBER: 808302 DRAWN BY: CHECKED BY:' TJ . APPROVED BY: '..