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Permit D01-102 - VERIO PREMIER DATA CENTER - COVER
DO1-102 Verio Premier Data Center 3333 S 120 P1 City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 O Tukwila, Washin vton c"8188 WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES. APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 102304 -9069 Address: 3333 S 120 PL Suite No: Location: Category: AOFF Type: DEVPERM Zoning: Const Type: Occupancy: OFFICE Gas /Elec.: UBC: 1997 Units: 000 Fire Protection: SPRINKLERS /AFA Setbacks: North: .0 South: .0 East: .0 West: .0 Water: 125 Sewer: VAL VUE Wetlands: Slopes: Y Streams: Contractor License No: KAJIMCS086J2 OCCUPANT VERIO PREMIER DATA CENTER Phone: 3333 S 120 PL, TUKWILA WA 98168 OWNER SABEY CORPORATION Phone: 206 -281 -8700 101 ELLIOTT AV W, #330, SEATTLE WA 98119 CONTACT JASON CHEN Phone: 206 - 901 -9034 3333 S 120 PL, TUKWIA WA 98168 CONTRACTOR KAJIMA CONSTRUCTION SERVICES INC 901 CORPORATE CENTER DR, 3rd FLOOR, MONTEREY PARK CA 91754 kkk*** k** * * ***** *** ** **k*k * *k * * * * ** * *k#k #Akk# kkkkk *#k* *k,i k*kk # **kk* * *kkkk*# k#k*kkk4 Permit Description: ADDITION OF STRUCTURAL COVER IN TRANSFORMER YARD. * * * *k * * ** * ** *k * * * * * * *kk * *k kkk * * *kk * * *k *k * * *k * * *kkAkk *k#* # *kAk * * *A * *k kkkkkk *k *kAkkk* Construction Valuation: $ 10,000.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No: 'Size(in): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Cut: Fill: Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: N Public: N Storm Drainage: N Street Use: N Water Main Extension: N Private: N Public: N *********************** k** k *k * *k * ** * * * * *k *kk *k *k *k * * # * *kk *kkk * * ** *kk* * *k *k *Akkk*** *A TOTAL DEVELOPMENT PERMIT FEES: $ 3 .56 ********* * * * * * * * * *k * * * * * * * * * * ** *k * * * ** *kkkkk * *k *k * ** *kkkkk *kkk *k * *A *kAAk * *A * * *k * *A Permit Center Authorized Signature:_ Signature:_ Print Name: 9CKC:' "- wa9ar.GTh1a:r`.:SUszi�t..; sac: rrsr ?S:s:u . s.. .. • .. .. . .. . DEVELOPMENT PERMIT 1!�xris_ (206) 431 -3670 Permit No: D01 -102 Status: ISSUED Issued: 05/14/2001 Expires: 11/10/2001 Date: 5 l`1 I hereby certify that I have read examined this permit a/d now the same to be true and correct. All provisions of law an 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 . u thor i zed to sign for and obtain t h i s development per Date: /y A/ 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. Suite_ Tenant. ciEVrEFm Par #: r e "0 Fermit J. No chan9e'.7 ,,, 21l; he liade t: te unlez: Engineer and the Tol,.01.a M2 2. When .:.becial in:oecri:n 1*!:e archtect en9inee: :ho: not the Tuiv,:la 00 ot avocintr,ient the !n..Foe oc: ,• 2 the build/ a!: :( veuoiti :hal! ba the 17,1i.) U) Divisio in a timely !tianie fho.i! LUO proiect name. •ermit nom! verformed. u.< 3. The Ipecial D. a :forint? , phether the wo:i to the bet of the :noectoi'' inowled.)e. 1!1 UJ 3 with approve0 L.Ian and :1 M.1 the , ;. - f• the ijEC 4 All ..:.0n.:_tructior to 0:2 b q;th . 100r; I) :'n and re Uo!/:(;4 t141,:Lit.1 D o 0 (0 Editiohl a amended. Uhit,:- ;11 mel:ha: E. 0— and Wanin9ton U.1 u j 5. Validity of PeriOtT. The 1::oan',:e a ce-i4it. plans- S.L.e.:ificat!ons. and c.,)= to 1. a L.er•pit :..0c :7, k, of ally of tte orout:On 7 the. , jr• yt W S2 othe ordinance the '1..cLidi ? L 'Z r.4 9ive authority to ..iolate =:.oncel the v!ovi 0 code ti*.hali 6. Electrical ! t obt,Aineo th!.0u.)n rhe :7 O'ivi:.ion of L6bor InOthF,trio! a'l ele 1:a: wori, will be in.,:pected r' that 7 . Al l record and ao0 :hall L a‘tallabie at the the'. of av T'belFe document.: are malhtained And a;? able until final in:::c.ection aoprc.val 9r:ince:J. 8, All :5troctui weldinQ :hall b done L ''t1' t7 welders and 9. ‘ DEPAPTMENT 10. The attached :et haye been ievieHet1 Preyention Fitheau ace w the 1 concerns: 11, fnstall the foi14.7.win..) :;;• IC E jry chewical fi e 12. Portable ''ire lhaH ce the hari.2er oc in the 1:.caci.et 1• or wall Ti e hant3e; and pi anchc,red to the liouttn tolth the a tt shail be in:ralled =,o that tne t not more than 5 feet ati the fftor an4.1 r"4e between rhe bottow of 7:14.? ,And thr not be than 4 13. Ey.tin9uisher..F. l!hall be located a: be in (if at all otaible., or if not in o!aih tv be identified with a .F190 statin9. te with an arrow ocintin9 the unit. iNPF Standard 10-li 14. Clear acce-$.....F to fire e ceauired ar al: time.3. They may not be hidden or obstru 1 1S. This review limited spe tenani: ':oecial fire permit:. ihoty be nece-2::try drt-e m 1etolle.1 deer ibtioh of intended uie 16. THESE PLANS WEPE PEVIEWEL) I4SPECT:1P i I 'CL "i4VE ANY OUESTIONS. PLEASE CALL rHE FSPE oPEVErION BUREAU AT (20675-440 1 hereby certify that I have read these :or : r:. and w;;i with them at5 otitlined. All oro,:s =,)f this wort will be oomolied with. whet;te .;( The Qranttn9 of this oermit does oot p(e oo violate or cancel t'vtie Drovisiors o+' any othe, wort or looal re9ulatinq co' -, n/or )75e perfan'..e of w Sillnature: Pr n "It i t4 / e /c....€14 / Project Name/Tenant: Existing use: ❑ Retail ❑ Restaurant ❑ Church ❑ Manufacturing ❑ School/College/University Value of Construction: Io, co 0 Uagl pee)-4(0? 12 /711-riA C EY2- Site Address (include suite number) City State/Zip: 333 ". i2a" H ect4{E' 'TUr -4"1 LA Wl 9,1()94 Tax Parcel Number: I Property Owner: 'S>46elr CreP611 Phone: (2a) 2s ( - - 7 Da Street Address: City State /Zip: 1 Z2 1 aixt,ui L.A it-.1L. 13L4C) --5effra.E 9 % /6$ Fax #: zc) ??/ - ciq.S) Phone: ( 2c 6 ) qd I — 91334 Fax #: � zz.6 qd / 9Ni4 t vi/4 Contractor: �C�tW1(� CO>ss - r ucn S Dice -S Street Address: City State/Zip: C'e •• A '' , A( 340 kac' jj,ai. Q /eT 4 c Architect: L14./ c4 41154 Phone: f3) aE, ._ 0(3-a Street Address: / 930 arte i%/t i K?,1/0 tialiSit,N City State/Zip: X 77042 Fax #: (? i ) 7 C6 - 89 11 Engineer: &WitAl etAti NrCr Phone; (47S) '7713 -- gszo Street Address: City State/Zip: ii If t'tET AL. r . b QI auv S c„) • 'f: 20 Fax - t 4zs 775 -- - --.: 553c Contact person: ..._lfS,:51s Cat Phone: (2-.1) q / — 9 034 Street Address: City State// Fax #: (-ro g0 / ` 9t3/4- Description of work to be clone (please be specific): &D) I oF • 12tkr vef3'L coig /nl iffWsr-eirl (A9-6 Existing use: ❑ Retail ❑ Restaurant ❑ Church ❑ Manufacturing ❑ School/College/University ❑ Multi- family ❑ Warehouse ❑Hospital ❑ Motel /Hotel ❑ Office "" '' Z Z �'►'1rmcl.,f iCATZ r S Proposed use: ❑ Retail ❑ Restaurant ❑ Multi - family ❑ Warehouse ❑ Hospital ❑ Church ❑ Manufacturing ❑ Motel /t lotel ❑ Office ❑ School /College/University Other tZ. `[3T►'1 1/4. / t.Can Building Square Feet: CDC) existing No. of Stories: I Area of construction (sq ft): — Will there be a change of use? ❑ yes a no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ❑ yes fi1 no �{ AtR 4rnPitfirer Existing fire protection features: itV sprinklers 2rautomatic fire alarm ❑ none 71 other (specify) F-01-2451.1 Will there be storage of flammable/combustible hazardous material in the building? ❑ yes a no Attach list of materials and stora :e location on se )crate 8 1/2 X 11 to ter indicatin: t uantities & Material Safet Data Sheets • Commercial / Multi - Family Tenant Improvement / Alteration Permit Application Date application acce ted: CITY OF TUK' ''ILA Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 (206) 431 -3670 Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS SITE /CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews may be determined by the Public Works Department) ❑ Channelization/Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault)#: ❑ Land Altering 0 Cut cubic yds. ❑ Sanitary Side Sewer #: ❑ ❑ Storm Drainage Ll Street Use ❑ ❑ Water Meter /Exempt #: Size(s): ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): ❑ Miscellaneous Size(s): 0 Fill cubic yds. Sewer Main Extension Water Main Extension 0 Deduct 1 6 e • Est. quantity: Date application expires: Project Numuer: Permit Number: er � � ❑ Flood Control Zone ❑ I Lading ❑ 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. l he 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. Applicati in taken by: (initials) PLEASE SIGN. BACK OF APPLICATION FORM I 1/30/00 crpermir.luc BUILDING OWNER OR AUTHORIZED AGENT: Signature: Date: Print name: Phone: Fax Ii: Address City /State/Zip A 1 , ' L a 4 P. z APPLICATIONS MUST BE SUBMITTED WITH THE FOLLOWING: y' ALL. DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER m BE AT A LEGIB IN c LE�t►rip rrtJA DRAWN t Y BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED �/ N/A SUBMITTED ❑ ❑ Complete Legal Description ❑ ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Four (4) sets of working drawings (five(5) sets for structural work), which include : ❑ ❑ Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (Tt )C 18.45.0.10), of those, identify by size and species which are to be removed and saved Z Q 10. Landscape plan with irrigation and existing trees to he saved by size and species (exterior changes or change of use I )' only) Ce w 11. Location and gross floor area of existing structure with dimensions and setback 6 D 12. Lowest finished floor elevation (if in flood control zone) U O 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form I-I 9). co p co ❑ ❑ Floor plan: show location of tenant space with proposed use of each room labeled co w f ❑ ❑ N u. Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of W O any hazardous materials; dimensions of proposed tenant space. 2 ❑ ❑ J Vicinity Map showing location of site < u) O CI Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack = t „ t- layottt and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of Z H rack. Structural calculations are required for rack storage eight feet and over. Z O ❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished g ui U 0 r3 ❑ Construction details p D- o ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water W w supply to sprinkler vault with documentation front contractor stating supply line will meet or exceed 1-.. r. sprinkler system design criteria as identified by the Fire Department. U. Z ❑ ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. w U to O t '" ❑ ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). z ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. ❑ ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 999 Third Avenue, Suite 700, Seattle, WA or call (206) 296 -4787. (Form I 1 -5) ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect /engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit wit! 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 PER JURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. I 1/30/00 clpermil. maw - .r ,. 0 ...._ 0 3 V LU 2m mo 0 OD ot 1.-A , A , A , kick**0#4,..**4A4-0„4,4r1 ., 0 4 '4 ait P A rt f *11.14 ?! i 14.4 f 113 w CITY OF T U K W I L A , 14 I? :,' 0 t' ! : ■ i; !-? 1 ; ,; , 3 , .:-4 , 0 I ..: • '': L r!!i=.“'ii t. r k...t) **A***A***Ail‘*4*#-*,ktA01,4,414A.+114A1.04-ftl,+ft111.1,41-0,itt44**it u_ re, rRANsmir Nuobor: R010(); 14moAnt: : ',i., ," -4 '; •i (:; t :3 ..-:: ili I ii v merit hc.thori.!. CHECK tlot,:t I c, r; :. f: I",' ■-:. PFL1P:;E.r 3.N:t, uo.: 0E, F- 0 P er mit No : D01-102 1 noPEP0; V:P,I[LOPhErrl. ;')I. Z Pi-wciii c40: 1 E;Ite Piddri.is: - ..:;3;i 1) 12.■; Pt 1h1f, f'i :“),I Iota! iqt.A. Ftti. **1**i** ***ik . i.*# 4 #. - ***AA 0,41. t.i , *w****44.4v*wA*1-;.#4*$1,14, # 444 i Account Code 000S:322.100 LUILDltai - oorvc. !...1.:r. 000/345.0 PL04 1:HECK - PO0REI3 ti.".1. 000/286.904 ' LI.J3LDI • • lc% COMMENTS: - Type 611nspec on ,rtr(! . A - • ! F' i / J --- 1 7 1 i Special instructions: ' ! r I ` I 1-•{ ∎. r ►^,aeck c 4" fr` r i�/r. kP, t\i - a i • Requ ster: 1` / K_f e(eiVeC : ''. Lti) k' \C \t� —4 ri'Ver 4 �Prpp j ect: 4CI - Type 611nspec on ,rtr(! Add7dress: rfJ -:17.;.,59' I t C) i / J --- 1 7 1 i Special instructions: ' ! r I ` I 1-•{ ∎. r ►^,aeck c 4" fr` r i�/r. ' -1 Date w/anted: / I l / � P / a.m. Requ ster: 1` / K_f Phone: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 pproved per applicable codes. Corrections required prior to approval. Inspector: Date: _ I r-� U V • n $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: • PERMIT NO. (206)431 -3670 114 Ciiy of Tukwila Fire Department Thomas P Keefe, Fire Chief TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Project Name V f /Z. ! 'j 1 ,, t g t: {1 f\ Address S. > 1 ;3 5 . 7.WkIitA, k Suite # I t Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: ✓ Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: .. • P A1/42 /1,41 -k r Authorized Sigziature FINALAPP.FRM Rev. 2/19/98 Steven M. Mullet, Mayor Permit No.7f' 7 ! / Date T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 .....amm—mrimemm-- G, TO ROSENAU & AS INC. -� Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118 -3216 TeI:(206) 725 -4600 • Toll Free:(888) OTTO -4 -US • Fax:(206) 723 -2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory May 23, 2001 City of Tukwila Building Division 6200 Southcenter Blvd. Tukwila, Washington 98188 Project: Verio Premier Data Center (Phase I) Permit Number: D01102 Address: 3333 S. 120 Place Job Number: 00 -525 We herewith certify that we have completed the following special inspections. To the best of our knowledge, the work inspected was in conformance with the approved plans and specifications and the applicable workmanship provision of the building code. All typewritten reports have been mailed to your office or are enclosed. All reports appear to be complete. This report should not be considered as a warranty for conditions and/or details of the building. Items inspected are: I. Welds Sincerely, OTTO ROSENAU & ASSOCIATES, INC. *S.a.Ci -1 P -1 1 ack- Susan Rosenau -Moser Vice President fax c: Kajima Construction Services Report Number. 007 — Inspection Performed: Project Address: Client: Contractor. Inspector and Date Rick Hardy 3 -29-01 Conies to: ......•-••••••••, OO ROSENAU &ASS CIATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118 -3216 Tei:(206) 725-4600 • Toll Free:(888) OTTO.4 -US • Fax:(206) 723-2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory Revised (Permit Number) Structural Steel Erection / Welds Verio Premier Data Center 3333 S.120 PI., Tukwila Kajima Construction Services Kajima Construction Services Doss Conform CONSTRUCTION INSPECTION REPORT Permit Number: Job Number: Architect: Engineer: Inspection Results Reviewed by: Page 1 of 1 D01 - 102 00-525 u42 Performed visual inspection of welding on the following: grids 18 to 19/F to G, transformer pad canopy Tube steel columns to tube steel beams. Tube steel beam to tube steel beam. All welds acceptable as per AWS D1.1 -2000 Corona steel welding contractor WABO card on file in office. ceg'iclx,/ 0 /7 O f AF g44/ T C � k , 41rF); This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Owner Contractor Architect Building Dept. Engineer Report Number. 007 — Inspection Performed: Project Address: Client: Contractor. Inspector and Date Rick Hardy 3 -29-01 Conies to: ......•-••••••••, OO ROSENAU &ASS CIATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118 -3216 Tei:(206) 725-4600 • Toll Free:(888) OTTO.4 -US • Fax:(206) 723-2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory Revised (Permit Number) Structural Steel Erection / Welds Verio Premier Data Center 3333 S.120 PI., Tukwila Kajima Construction Services Kajima Construction Services Doss Conform CONSTRUCTION INSPECTION REPORT Permit Number: Job Number: Architect: Engineer: Inspection Results Reviewed by: Page 1 of 1 D01 - 102 00-525 u42 Performed visual inspection of welding on the following: grids 18 to 19/F to G, transformer pad canopy Tube steel columns to tube steel beams. Tube steel beam to tube steel beam. All welds acceptable as per AWS D1.1 -2000 Corona steel welding contractor WABO card on file in office. ceg'iclx,/ 0 /7 O f AF g44/ T C � k , 41rF); This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. STRUCTURAL CALCULATIONS FOR: Verio Premier Data Center East Mech. Unit Roof Design EXPIRES 9/5/200 Fii COPY - SUBMITTED TO: BY: Kajirna Construction Services 3333 120` Place South Tukwila, WA CG ENGINEERING 111 MAIN STREET, SUITE 106 EDMONDS, WASHINGTON 98020 (425) 778 - 85 00 INCOMPLETE LTR# Cll'L;i 1Ur ''.._� a ? 6?001 PERIl CENTER CG 00086.10 hal-- /02. E�OF CEC. . 1V.i SQaN = La - t� s n ev k i L.6.0 t n t. e U nt t. t r+ a y .+ 1- 4 "%e Z Z GAGE ► VC t-C.o 1 SC- 3 G GE yea. L. L = 11. S� W= ft$' Ps; -1 8 PtF)( (,7.0 A100,1 t U LZ _ 4. 8 w-,r -. ('/.21t - ) (11' c 1n . '�SZ '1.'1 ; r 1 S6v Lu 3 Yp'+ e t 0 ENGINEERING 111 Main Street Suite 106 Edmonds, WA 98020 to" li r7 [. L Z4 Lt =t1. w 0 P1.r At&_ ,tc _ r t. r 4 - 5 :... LE Description �IEit=n -, &as- ri!. :I SS tN S t i t r - i - j - t j 1 t - T - t t S G x N Y '/f rD 5= 4 1. 4 1 I /.; ;rU s a nte r+ ../ C Project Checkec Scale Lou By Date Job No. c 5 Oate Sheet No. Type HSB-36 High Shear B Deck-36" We Verco's New Standard B Deck Higher lateral load capacity mr Standard button punch Overlapping side lap available side lap 24' or 30" wide — spec:al order Weicnt (Ls So Ft - -S _ Gage Prime Galvanized (ln 22 18 19 175 187 .198 20 22 23 216 235 248 15 28 2 9 302 322 335 16 3 35 .377 411 4'7 22 A Acoustical 114 94 79 67 53 5 44 3? 92 69 53 42 34 27 See page 14, item 1 on how to use this table. Vertical Webs Perforated With :" Diameter Holes Staggered C C Insulation Stnos in Low Flutes Field Installed Absorpt on Coefixlents Noise Reduct;or, 125 250 500 1000 2000 4000 Coefficient .60 .99 .92 .79 .43 .23 80 4RC Determined By Tests In Accordance With ASTM Designation C423 Conducted By Riverbank Acoustical Laboratories. Pfir!:ivo-5 licarivy Vic*. Prope:,es :;? Sr va,Les FACTORY MUTUAL APPROVED: STEEL ROOF DECXS, Class I Fire and 1-60 or 1-90 Windstorm Rated (Minimum) Fr.tcry Accrsec Sors 'o 1S2F' .1 Roc1 2ec‹, Gage 22 20 18 Scan 6.'. 6'-7" scr as :o or:i• a,cco See •Ic::.1 VERTICAL LOADS (Lbs. Sq. Ft.) HSB•36 and HSI3-36 WITH SHEARTRANZ• PRIME PAINTED OR GALVANIZED Scan Gage • 5 5 -6' 6 -0 6 -6 7 -0 7-6 8-- -3 9-0 20 143 118 99 85 73 64 56 113 85 56 52 4 34 23 Simple Span s 196 18 162 136 116 1C0 87 76 66 60 54 49 .1 159 119 92 72 50 47 39 32 27 23 20 s 16 250 207 174 148 127 117 98 35 ..., . , 5? 62 a A 198 149 115 90 72 59 43 10 34 - 25 .. 7 - 22 ---- s 120 99 84 71 6: 54 47 1 42 1 37 . ) 20 s 151 125 105 89 77 67 59 52 17 12 36 . .. _. . - __ .__ ICO — _ — — — 47 40 34 Two Spans 18 s 204 168 141 121 104 91 80 70 63 56 51 A — __ — — — — — __ — 56 48 S 16 254 210 176 150 129 113 99 88 73 70 63 - — — 70 60 _ _ — — — — — _ _ _ _ . _ s 150 7.2 .7, 124 7 05 89 77 67 . — 52 46 a — — _._ 1C3 79 63 51 42 35 30 20 s 188 156 131 112 96 84 -, i - — 65 53 ...-.7 47 Three or a — 124 97 78 63 52 44 37 3: 27 More .. . .. • - 210 177 Spans 18 s 255 151 130 113 99 88 79 71 64 - — — 173 136 109 89 73 61 51 37 41 .... _ .... 16 s 317 262 220 188 162 141 124 110 98 88 79 - — — 216 170 136 111 91 76 64 54 47 4 - &2 e!7Et su D/1U2rs I'= zSrsr -t GPs -.) 5 ( rt. 5') stM,•r (3.32 (11.5 ) ►q.S3 r t, TS e /►u S - 1,5t) i» y 'A' (0/.53 (c . FT) ( p ` ; t it 0 ENGINEERING 111 Main Street Suite 106 Edmonds, WA 98020 a- ';�e D 3. z3ti (:Ie ") e.i " ( /a .3 ) k S vLt.?,o eo kix :1. :o. 5 ►« t < o.( •:= ( VS= a ) '7.s 7: ' C. " -- J. 5 _ _.c Description Vett() — Esc- Prciect .. i'�. .k(e) (* C ) 4 1,,.,,. .... C y f 1 r .. • P See ►r5 1 // r • By F Checked Scale Job No. 13 Cate Date Sheet No. : Joe Galusha CG Engineering Calculation Page Roe 510300 U411KW-0003330. v a 5.1.3. 22-Jun-1 009, Wh32 escription General Information equirements iLoads Axlat Load... Dead Load 2.51 k Live Load 0.81 k Short Term Load k Point lateral Loads... Along Y -Y (strong axis moments) Along X -X (y moments ) i summary XX Axis : Fa calc'd per 1.5 -1, K•L/r < Cc YY Axis : Fa calc'd per 1.5-1, K•L/r < Cc Stresses tee - ec on TS4X4X3/18 Column Height 8.000 ft End Fixity Pin -Pin Live & Short Term Loads Combined Section : TS4X4X3/18, Height = 8.00ft, Axial Loads: DL = Unbraced Lengths: X -X = 8.00ft, Y -Y = 8.00ft Combined Stress Ratios Dead AISC Formula H1 - 1 AISC Formula H1 - 2 AISC Formula H1 -3 0.0433 Allowable & Actual Stresseie Fa : Allowable fa : Actual Fb:xx : Allow [F3.11 fb : xx Actual Fb:yy : Allow (F3.1] fb : yy Actual Analysis Values Fax : DL +LL F'ey : DL +LL F'ex : DL +LL +ST Fey : DL +LL +ST Max X -X Axis Deflection roof support column 38,549 psi 38,549 psi 51,270 psi 51,270 psi 0.000 in at Title : Dsgnr: Description : Scope: Steel Column Calculations are designed to AISC 9th Edition ASD and 199 Fy 46.00 ksi Duration Factor 1.330 Elastic Modulus 29,000.00 ksi X -X Unbraced 8.000 ft Y -Y Unbraced 8.000 ft DL 30.36 ksi 0.00 ksi 30.36 ksi 0.00 ksi Ecc. for X -X Axis Moments Ecc. for Y -Y Axis Moments LL 2.51, LL = 0.81, ST = 0.00k, Live DL + LL 0.0139 0.0571 Dead i a DL + LL 20.95 ksi 20.95 ksi 20.95 ksi 0.91 ksi 0.29 ksi 1.20 ksi 30.36 ksi 0.00 ksi 30.36 ksi 0.00 ksi Cm:x DL +LL 0.60 Cm:y DL +LL 0.60 Cm:x DL +LL +ST 1.00 Cm:y DL +LL +ST 0.60 0.000 ft Max Y -Y Axis Deflection ST 0.500 k k X -X Sidesway : Y -Y Sidesway : KOor Kyy 30.36 ksi 0.00 ksi 30.36 ksi 0.00 ksi Job # Date: 2:03PM, 5 MAR 01 Page 1 c:lwinnttproflleslstaf tdesktoplflea.ecw.Calc Cb:x DL +LL Cb:y DL +LL Cb:x DL +LL +ST Cb:y DL +LL +ST 0.000 in at in in Height 8.000 ft ft DL + ST + (LL if Chosen) 0.0430 DL + Short 27.86 ksi 1.20 ksi 40.38 ksi 0.00 ksi 40.38 ksi 0.00 ksi Restrained Restrained 1.000 1.000 Column Design OK Ecc. = 0.000in 1.75 1.75 1.00 1.75 0.000 ft . ' <'tips5t Joe Galusha CG Engineering Calculation Page Rev: 310300 War. KW0003330, Ver 72,,ho.1990. WIn32 (e) 10134 3 ENERCALC escr pt on Section Properties Depth Width Thickness roo support co umn TS4X4X3/16 4.00 in 4.000 in 0.188 in Weight Area Title : Dsgnr: Description : Scope : Steel Column 9.41 #/R 2.77 in2 1-xx 1-yy S-xx S-yy r-xx r-yy Job # Date: 2:03PM, 5 MAR 01 Page 2 cAwinnnprofileststatnclesktop111ea.ecw.Calc Alsomm■si 6.59 tn4 6.59 in4 3.295 in3 3.295 in3 1.542 in 1.542 in ACTIVITY NUMBER D01 -102 DATE: 4 -26 -01 PROJECT NAME: VERIO PREMIER DATA CENTER SITE ADDRESS: 3333 SOUTH 120 PL SUITE NO: Original Plan Submittal X Response to Incomplete Letter # _1 Response to Correction Letter # Revision # AFTER Permit Is Issued DEPARTMENTS: Buil: i ig Division MIA, Works F Public orks DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: WTI PLAN REVIEW /ROUTING SLIP APPROVALS OR CORRECTIONS: (ten days) REVIEWER'S INITIALS: Fire Prevention Structural TUES /THURS ROUTING: Please Route 121 Structural Review Required REVIEWER'S INITIALS: C Planning Division Incomplete C Not Applicable ri n No further Review Required Approved ri Approved with Conditions I'I Not Approved (attach comments) ri REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved L I Approved with Conditions ri Not Approved (attach comments) n DATE: PERMIT COORD COPY Permit Coordinator n • DUE DATE: 5-1 -2001 DATE: DUE DATE 05- 29-2001 ACTIVITY NUMBER D01 -102 DATE: 4 -26 -01 PROJECT NAME: VERIO PREMIER DATA CENTER SITE ADDRESS: 3333 SOUTH 120 PL SUITE NO: Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # _ AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: PLAN REVIEW /ROUTING SLIP APPROVALS OR CORRECTIONS: (ten days) Approved Ti Approve REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved Ti Vita01i11 [xK Fire Prevention Structural Incomplete Structural eview Required h Conditions C C Ti REVIEWER'S INITIALS: Planning Division Permit Coordinator Ti No further Review r equir DATE: C n DUE DATE: 5-1 -2001 Not Applicable E DUE DATE 05 -29 -2001 Not Approved (attac corn ents) n DATE: ' C� DUE DATE Approved with Conditions Not Approved (attach comments) DATE: Complete Comments: PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -102 DATE: 4 -03 -01 PROJECT NAME: VERIO PREMIER DATA CENTER SITE ADDRESS: 3333 S 120 PL SUITE NO: Original Plan Submittal DEPARTMENTS: Buildin Division Public W rks it UI Response to Correction Letter # 517- Fire Prevention - El revention A " -ci Structural r DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete TUES/THURS ROUTING: Please Route Ei Structural Review Required Ef 0 REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved n Approved with Conditions REVIEWER'S INITIALS: v,ixun.DoC Yr� C n Response to Incomplete Letter # Revision # After Permit Is Issued Planning Division r14L. V Permit Coordinator 1111111111111■ DUE DATE: 4 -5 -2001 Not Applicable U No further Review Required n DATE: DUE DATE 5- 3-2001 Not Approved (attach comments) n DATE: DUE DATE Not Approved (attach comments) n DATE: Complete n REVIEWER'S INITIALS: ACTIVITY NUMBER: D01 -102 DATE: 4 -03 -01 PROJECT NAME: VERIO PREMIER DATA CENTER SITE ADDRESS: 3333 S 120 PL SUITE NO: Original Plan Submittal Response to Incomplete Letter it DEPARTMENTS: Building Division Public Works v'Unun PLAN REVIEW /ROUTING SLIP Response to Correction Letter it c Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n c _ TUES /THURS ROUTING: reld(Gf eJ. abiEtzsoP Jrczt ,tidkgre. Please Route r Structural Review Required in No further Review APPROVALS OR CORRECTIONS: (ten days) REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved n Approved with Conditions REVIEWER'S INITIALS: Revision if After Permit Is Issued DATE: Planning Division Permit Coordinator n n DUE DATE: 4- 5-2001 Not Applicable LI 1Ja.4 trezt a .re `'l ,- tioiJres equired n DUE DATE 5-3 -2001 Approved ri Approved with Conditions L Not Approved (attach comments) n DATE: DUE DATE Not Approved (attach comments) DATE: ((\t' ACTIVITY NUMBER: D01 -102 DATE: 4 -03 -01 PROJECT NAME: VERIO PREMIER DATA CENTER SITE ADDRESS: 3333 S 120 PL SUITE NO: Original Plan Submittal Response to Incomplete Letter t# Response to Correction Letter t#_ Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route E Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Condition REVIEWER'S INITIALS:�( -�` CORRECTION DETERMINATION: DUE DATE Approved ri Approved with Conditions ri Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: NIxauuic [ »x PLAN REVIEW /ROUTING SLIP C C Fire Prevention Structural Incomplete C Planning Division Permit Coordinator n C DUE DATE: 4-5 -2001 Not Applicable LI No further Review Required n DUE DATE 5- 3-2001 Not Approved (attach comments) n DATE: 13A PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -102 DATE: 4 -03 -01 PROJECT NAME: VERIO PREMIER DATA CENTER SITE ADDRESS: 3333 S 120 PL SUITE NO: Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision If After Permit Is Issued DEPARTMENTS: Building Division Public Works C Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete C Comments: CORRECTION DETERMINATION: Approved VYtl)UIF P C Incomplete n TUES /TNURS ROUTING: Please Route n Structural Review Required REVIEWER'S INITIALS: ki 1 APPROVALS OR CORRECTIONS: (ten days) Approved with Conditions C C Planning Division Permit Coordinator n REVIEWER'S INITIALS: DUE DATE: 4-5-2001 Not Applicable No further Review Required DATE: //6 DUE DATE 5-3-2001 0 n 611111111■1111111ININII, AVOW Approved n Approved with Conditions Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: DUE DATE Not Approved (attach comments) n DATE: PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -102 DATE: 4 -03 -01 PROJECT NAME: VERIO PREMIER DATA CENTER SITE ADDRESS: 3333 S 120 PL SUITE NO: Response to Incomplete Letter ,. Revision # After Permit Is Issued Original Plan Submittal Response to Correction Letter # DEPARTMENTS: Building Division Public Works n Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 4-5-2001 Complete ri Comments: Incomplete TUES /THURS ROUTING: Please Route n Structural Review Required REVIEWER'S INITIALS: •cnuun D(X' sem APPROVALS OR CORRECTIONS: (ten days) C C REVIEWER'S INITIALS: Planning Division Permit Coordinator Not Applicable E. No further Review Required DATE: ° " ° - n DUE DATE 5- 3-2001 Approved n Approved with Conditions n Not Approved (attach comments) DATE: CORRECTION DETERMINATION: DUE DATE Approved ri Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: LICENSE DETAIL INFORMATION Form STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES Specialty Compliance Services Division P. O. Box 44000 Olympia, WA 98504 -4000 THE RESULT OF YOUR INQUIRY FOR LICENSE NUMBER SELECTED IS: LICENSE DETAIL INFORMATION Current Filter: None Registration# or License KAJIMCS086J2 Name KAJIMA CONSTRUCTION SRVCS INC Address 901 CORPORATE CNTR DR 3RD FLR Address City MONTEREY PARK State CA Zip 91754 Phone Number 2132690020 Effective Date 4/22/92 Expiration Date 1/1/02 Registration Status ACTIVE Type CONSTRUCTION CONTRACTOR Entity CORPORATION Specialty Code GENERAL Other Specialties UBI Number 600482725 * * *VIEW PRINCIPAL OWNER(S) FOR THIS LICENSE* * * * * *VIEW CONTRACTOR BOND /SAVINGS INFORMATION * * * * * *CHECK INQUIRY FOR SUMMONS AND COMPLAINTS* * * * VIEW CONTRACTOR INSURANCE INFORMATION * * * ** New inquiry by CITY, NA IE, PRINCIPAL OWNER NAME, NUMBER, UBI NUMBER or return to the L &I Construction Compliance Home Page Page 1 of 1 http: / /www.lni.wa.gov /contractors /TF2Form.asp ?License= KAJIMCS086J2 3/23/01 _ _ _ _ _ _Wamr- •tteh!rtOta. tu: .•Yt.I tfalgt rlfw.ea....•........ ... H4't•: •true.r..w!eiWRI atit.-•al•a•1•u . • ....... , ; i n w ,+ -.� -. •• • • � . ‘ PERMIT NO.:90 (02° BUILDING PERMITS INSPECTIONS Y Progress Inspection Status 00002 Pre - construction ' 00003 Investigation ❑ 00004 OK to Occupy ❑ 00005 Remove Stop Work Order ❑ 00006 Follow -up ❑ 00007 Pre-Move Inspection ❑ 00050 WSEC Residential ❑ 00060 WA Ventilation /Indoor AQC ❑ 00070 NL.EA Inspection /Modular Struct ❑ 00071 Mobile }Ionic Tie Down Insp ❑ 00072 Marriage Lines ❑ 00090 Rested ❑ 00095 hooting Drains ❑ 00100 Foundation Footings ❑ 00200 Foundation Walls ❑ 00250 Foundation Insulation ❑ 00300 Concrete Slab /Slab Insulation ❑ 00350 Crawl Space ❑ 00400 Shear Wall Nailing 0450 Plywood Wall Sheathing x0 ,0 00500 Roof Sheathing Nailing 00525 Plywood Deck Nailing ❑' 0055(1 Exterior Wall Sheathing ❑ 00600 Masonry Chimney A 006I0 Chimney Installation /All Types 00700 Framing ❑ 00750 Roof /Ceiling Insulation ❑ 00800 Floor Insulation ❑ 00801 Wall Insulation ❑ 00802 Exterior Roof Insulation ❑ 00R03 (flaring Inspection ❑ 008I5 Lighting and Controls ❑ 00900 Suspended Ceiling ❑ 0I000 Interior Wallboard Fastening ❑ 0100) Exterior Wallboard Fastening ❑ al Ho Pre -Move Inspection ❑ 01115 Motor Inspection ❑ 01120 Pre-Demo ❑ 01140 Pre- reroof 01400 Final -Fire 01700 Final-Building ❑ 01900 Final - Reroof ❑ 03100 Site Visit ❑ 04000 Special- C'onctete ❑ O'$00I Special -Bolts in Concrete ❑ 04001 Special -tloni /Resist Conc Frame 04003 Special -Reinf Steel l'restress 04004 Special - Welding 0 0400 Special -I f igh- Strength Bolting ❑ 04006 Special - Structural Masonry ❑ 04007 Special - Reinf Gypsum Concrete [] 04008 Special - Insulating Cone Fill ❑ 04009 Special -Spray Fireproofing ❑ 04010 Special - Piling, Piers, Caissons ❑ 04011 Special - Shotcrete ❑ 0401 Special - Grading, Excav/Fill ❑ 04013 Special- Retaining Wall ❑ 04014 Special- Panels ❑ 04015 Special -Smoke Control System TENANT NAME: Permit Tech: V er ' Pm c€arr2 CONDITIONS 0001 No changes to plans unless approved by Bldg Div 0010 Special inspection required, notify Bldg Div 001 I Special inspector shall submit final signed report ❑ 0012 New ceiling grid & light fixture shall meet lateral bracing ❑ 0013 Partition walls attached to ceiling grid ❑ 0014 Readily accessible access to roof mounted equipment ❑ 0015 Engineered truss drawings & calcs shall be on site ❑ 0016 Exposed insulation backing material ❑ 0017 Subgrade preparation including drainage, excavation ❑ 0018 Statement from roofing contractor verifying fire retardant class of roof 0019 All construction to be done in conformance w /approved plans ❑ "No work shall be done in addition to those modifications..." ❑ 0002 Plumbing permits shall be obtained through King Co ❑ 0020 Structural observation shalt be provided for this project ❑ 002I All food preparation establishments must have King Co ❑ 0022 Fire retardant treated wood shall have flame spread of ❑ 0023 Notify Building Division prior to placing any concrete ❑ 0024 All spray applied fireproofing shall be special inspected ❑ 0025 All wood to remain in placed concrete shall be treated 0026 All structural masonry shall be special inspected 0027 Validity of Permit 0028 Rack storage requires separate permit 0003 Electrical permits obtained through I, & I ❑ 0030 No occupancy of building until final insp by Bldg Div • 0032 Remove all weeds, concrete, stone foundations, flat concrete ❑ 0036 Manufacturers installation instructions required on site ❑ "E;T(I maximum allowed per I997 WA Slate Energy Code" ❑ 0035 Contact 1'W Div to obtain insp for water /sewer connect ❑ 0038 A C of 0 will be required for this permit ❑ (1039 Final approval for all 'fl w /in the limits of the SC Mall ❑ 0004 All mechanical work shall be under separate pern►it ❑ 0040 All construction noise to be in compliance with 8.2 7'MC All permits, insp records & approved plans available (1041 Ventilation is required for all new rooms & spaces 0005 ❑ 0006 All structural concrete shall be special inspected ❑ "Applicant shall obtain a separate plumbing permit from King Co" ❑ "Anchoring — All new construct and substantial improvement shall be anchored to prevent flotation" , 0007 All structural welding shall be done by WABO certified inspector ❑ 0008 All high - strength bolting shall be special inspected ❑ 0009 Bolts installed in concrete shall he special inspected ❑ 0031 Comply with requirements of 'I 1C 16.04 ❑ 0034 Removal of septic tanks require approval and compliance with King C'o I health► Dept. ❑ "Obtain required inspections from appropriate water & sewer districts" ❑ "Fuel burning appliances ❑ "Appliances, which generate...." ❑ "Water heater shall be anchored...." ❑ " Reroof' Plan Reviewer: ��'0 Late: IP DI Late: 5 `I! -0 Date: 41244 Of 0 Revision # after Permit is Issued City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Response to Incomplete Letter # Response to Correction Letter # Project Name: 6- a \e tv'\ I EL DA TA C-1-1T-r_ / Project Address: --:2 j ,..� ) . .,..� Deaf �"s Contact Person: O C.C: 4..? /t, (.- -/' .i Phone Number: 424 7 2e" 350 CD Summary of Revision: 1-- £ ?(P A- //\1/44 5 WC. / . t _ SG/6,Y)/ T7/ C— 0 , - .)( e,,,,i Jv P12'4 (Ab/ J c, /` t-16-e. . 4- 0,6 • --J < ' ==v' L._ - 77 , ' A (2( '--..56s Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: sg Entered in Sierra on gib A ge. 0 ,1 Plan Check/Permit Number: DO/ i o R CEI E. APR 2, 6 2001 PER C 08/30/00 THIENES /WILLIAMS ARCHITECTS,PLLC 3201 FIRST AVENUE SOUTH SUITE #209 SEATTLE, WA. 98134 Ken Nelson, Plans Examiner Dept. of Community Development City of Tukwila 6300 Southcenter Boulevard, Suite #100 Tukwila, WA. 98188 RE : Letter of Incomplete Application #1 Development Permit Application Number 1)01 -102 Verio Premier Data Center 3333 South 120th Place Dear Mr. Nelson: I am writing to you concerning your letter of April 9 h to )assn Chen, Project Manager for Kajima Construction, about the rixif over the emergency switchgear at the Verio Premier Data (:enter. 'Ilse transformers and emergency switch gear arc on an exterior pad with an approximately 10' high (sIU wall built at the edge of the pad on three sides. `Elie fourth side of the pad is the existing, building. The (;MU walls die into the existing building wall. Sheets E3.0 and E5.2 in the originally submitted drawings show the transformers and the emergency switchgear located on the pad. The tenets, Vero Corp., wanted to cover the switchgear to keep the rain from landing directly on them. The Contractor has constructed a steel framed canopy that covers only the emergency switchgear. The rest of the area is still open to the weather. The roof is made of steel decking with no roofing material over. It slopes to a gutter and the downspout empties into an existing trench drain around the switchgear. The canopy is about 4' from the C,MU walls and there are no side walls around the switchgear. The height of the structure is only about 8'3" on one end and 8'0" on the other. The only purpose for the canopy is to keep the rain from landing directly on the switchgear. I am also attaching the stamped structural drawings for the canopy. It was designed by CG Engineering and meets all 1997 UBC structural requirements for such a structure. I Iopefully this letter will clear up some of the confusion about what's there and allow Verio to keep their emergency switchgear covered. If you have any questions please give me a call at 206/623 - 8733. Sincerely, \a/LA-elb-- )„,2,6,:e„,*(c) Terry Williams, Partner `lhienes /\Villiams Architects, PLLC April 25, 2001 PHONE: 206/623 -8733 • FAX: 206/623 -8760 • TWARCIITS @AOL.COM April 9, 2001 Jason Chen 3333 South 120th Place Tukwila, WA 98168 RE: Letter of Incomplete Application #1 Development Permit Application Number D01 -102 Verio Premier Data Center 3333 South 120th Place Dear Mr. Chen: This letter is to inform you that your permit application received at the City of Tukwila Permit Center on April 3, 2001, is determined to still be incomplete. Before your permit application can begin the plan review process the following items need to be addressed. Building Division: Ken Nelsen, Plans Examiner, at (206)431 -3670, if you have any questions regarding the following: 1. New roof area will impact allowable area per Uniform Building Code. 2. Provide engineering calculations. 3. Address roof drainage. 4. Indicate the slope of roof. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal a 'Revision Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions H 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. Sincerely, Brenda Holt Permit Coordinator encl File: Permit File No. D01 -102 City of Tukwila Department of Community Development Steven M. Mullet, Mayor Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431 -3665 _ , A TYP. . , � / ' \ 15 x 3/16 FLAT F l; SECTION MODULUS 1 Q DET. 2 CONN. B i '5x316FLAT� ® "' X 36" ` rb.- —' w 1 1 I i 9l /£x4xLSy: _ DET. 2 CONN. B i A TYP. i OPP. HAND , 0 , C'..1_ 1 — L� i 11' 1 uti ° e *. CORNER B 1 / _ __ -- DET. 2 CORNER B --_\ OPP. HAND -8" , A 11' -2" 34' MINIMUM SECTION PROPERTIES LOCATION GAGE WIDTH DEPTH SECTION MODULUS MOMENT OF INERTIA ROOF 20 36" 1 1/2" 0.235IN "3 /FT. 0.248IN "4 /FT. STRUCTURAL NOTES (THESE NOTES ARE TYPICAL UNLESS NOTED OR DETAILED OTHERWISE ON DRAWINGS). CODE ALL MATERIALS, WORKMANSHIP, DESIGN AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS AND THE UNIFORM BUILDING CODE (UBC), 1997 EDITION. SPECIFICATIONS AND STANDARDS WHERE REFERENCED ON THE DRAWINGS ARE TO BE THE LATEST EDITION. DESIGN LOADS LIVE LOADS: ROOF (SNOW LOAD) 25 PSF (UVE LOADS ARE REDUCED WHERE PERMISSIBLE PER UBC SECTION 1607). SPECIAL INSPECTION SPECIAL INSPECTION IN ACCORDANCE WITH SECTION 1701 OF THE UBC IS REQUIRED FOR THE FOLLOWING: 1. FIELD WELDING 2. STRUCTURAL STEEL ERECTION INSPECTIONS SHALL BE DONE BY A WABO CERTIFIED TESTING AGENCY DESIGNATED BY THE OWNER. THE STRUCTURAL ENGINEER SHALL BE FURNISHED WITH COPIES OF ALL TEST RESULTS. STRUCTURAL STEEL STRUCTURAL STEEL DESIGN, FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE AISC "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS ", LATEST EDITION. PLATES, SHAPES, ANGLES AND RODS SHALL CONFORM TO, ASTM A36, Fy = 36 KSI. ANCHOR BOLTS SHALL CONFORM TO ASTM A307: STRUCTURAL TUBING SHALL CONFORM TO ASTM A500 GRADE B, Fy = 46 KSI. BOLTS CONNECTING STEEL MEMBERS SHALL CONFORM' TO ASTM A325 —SC AND SHALL BE SELF LOAD INDICATING, INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. BOLTS SHALL BE 3/4 "0 MINIMUM, U.N.O. CONTRACTOR SHALL PROVIDE CONNECTION ADJUSTMENT TOLERANCES TO SATISFY THE REQUIREMENTS OF AISC MANUAL OF STEEL CONSTRUCTION. DO NOT PAINT CONNECTION FAYING SURFACES UNLESS A CERTIFIED COPY OF THE TEST REPORT IN ACCORDANCE WITH TEST METHOD TO DETERMINE THE SLIP COEFFICIENT FOR COATINGS USED IN BOLTED JOINTS AS ADOPTED BY THE RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS IS PROVIDED TO THE ENGINEER FOR REVIEW & APPROVAL METAL DECKING METAL FLOOR AND ROOF DECKING SHALL CONFORM TO AISI "SPECIFICATION FOR THE DESIGN OF COLD— FORMED STEEL STRUCTURAL MEMBERS" AND THE STEEL DECK INSTITUTE. METAL DECK SHALL CONFORM TO ASTM A446 GRADE A OR A792 GRADE 33, MINIMUM YIELD STRESS 33,000 PSI. SIZE, TYPE, GAUGE AND ATTACHMENT SHALL BE AS NOTED BELOW UNLESS NOTED OTHERWISE. PROVIDE SHORING WHERE REQUIRED PER MANUFACTURER, OR STRUCTURAL DRAWINGS. WELDING WELDING SHALL CONFORM TO AWS D1.1 1996 EDITION. ALL WELDING SHALL BE DONE WITH 70 KSI LOW', HYDROGEN ELECTRODES. WHERE NOT CALLED OUT, MINIMUM FILLET WELD SIZE SHALL BE PER TABLE 5.8 IN AWS "STRUCTURAL WELDING CODE ", 1996 EDITION. WELDING OF REINFORCING BARS SHALL NOT BE PERMITTED UNLESS SPECIFICALLY CALLED OUT ON DRAWINGS OR APPROVED BY STRUCTURAL ENGINEER. WELDING OF GRADE 60 REINFORCING BARS SHALL BE PERFORMED USING LOW HYDROGEN ELECTRODES. WELDING OF GRADE 40 REINFORCING BARS SHALL BE PERFORMED USING'E70XX ELECTRODES. SEE REINFORCING NOTES FOR MATERIAL REQUIREMENTS OF WELDED BARS. WELDING WITHIN 4" OF COLD BENDS IN REINFORCING BARS IS NOT PERMITTED. ALL WELDING SHALL BE DONE BY WASHINGTON ASSOCIATION OF BUILDING OFFICIALS (WABO) CERTIFIED WELDERS. NON — SHRINK GROUT NON— SHRINK GROUT SHALL BE CEMENT —BASED WITH A MINIMUM COMPRESSIVE STRENGTH OF 5000 PSI WHEN TESTED IN ACCORDANCE WITH ASTM C -109. GROUT SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. PAINTING SYSTEM FOR EXTERIOR STEEL, PRIMER: 3 MILS TNEMEC SERIES 66 PRIMER. TOP COAT: 4 MILS TNEMEC SERIES T3. APPLY IN ACCORDANCE W/ MANUFACTURERS RECOMMENDATIONS. GENERAL STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL, CIVIL ELECTRICAL, AND MECHANICAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS FOR COMPATIBILITY BEFORE PROCEEDING. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING. CONTRACTOR SHALL BE RESPONSIBLE FOR ERECTION STABIUTY AND TEMPORARY SHORING AS NECESSARY UNTIL PERMANENT SUPPORT AND STIFFENING ARE INSTALLED. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF A SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE STRUCTURAL ENGINEER. DET. 2 CORNER OPP. HAND OUTLINE OF ROOF DET. 2 CORNER ROT. 180 DET. 2 CONN. OPP. HAND I � L O ROOF PLAN SCALE: 1/4" = 1' -0" CONN. B CORNER A 2 O DETAILS IN PLAN VIEW SCALE: 1" = 1' - DET. 2 CORNER B ROT. 180 20 GAGE VERCO HSB -36 ROOF DECK WITH BUTTON PUNCH, SIDE LAP CONNECTION' ® 24 O.C.' CONNECT TO ALL TS MEMBERS W/ #8 x 5/8" SELF - DRILLERS @ 12" O.C. SLOPE DECK @ 3/16" : 1' -0 ". CONTRACTOR SHALL VERIFY COLUMN TOP ELEVATION TO ENSURE SLOPE NOTE: BASE PLATE AT SOUTH COLUMNS ADJACENT TO EXIST. MASONRY WALL SHALL BE ECCENTRIC PL3 /8x7 "x0' -7 1'' 1/2" TS 7 x 5 FLAT PL 3/8 x 10" x 0' -10" W/ (4) -3/4 "0 HIL11 KWIK BOLT II EXPANSION A.B. INTO EXIST. SLAB W/ 3 3/4" MIN. EMBED. 3/16 V UGHT —GAGE CLOSURE FLASHING, 3 SIDES ELEV. 8' -0 5/16" 0 WEST sr ELEV. 7-9" 0 EAST 2' -0" THICK CONC. SLAB ON PILES TS4x4 DET. 2 CORNER B IRRORED 6" TYP. VERIFY N DET. 2 CORNER A IRRORED DET. 2 CORNER A #8 x 5/8" SELF — DRILLERS @ 12" O.C. METAL ROOF DECK PER PLAN NOTES PL 3/8 x 4" x 0' -4" CC NOTE: PRE —DRILL ALL HOLES PRIOR TO INSTALLING ANCHORS. IF CONFLICT W/ REBAR OCCURS, FIELD DRILL BASE PLATE NEAR CONFLICTING HOLE. SECTION SCALE: 1 1 2 = 1' -O" DOfr I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of con- tractor's copyof approved plans acknowledged. TYP. BYf Date - Permit No. FILE COPY y 00 SEPARATE PERMIT QUIRED FOR: MECHANICAL ELECTRICAL PLUMBING rie GAS PIPING CITY OF TUKWILA BUILDING DIVISION REVISIONS NO CHANGES SHALL BE MACE TO SCOPE CF 4 c,%e. WiTlt' J1' F,'. . , L CF TI ENGINEERING 111 MAIN STREET, SUITE 106 EDMONDS, WASHINGTON 98020 PHONE (425) 778 -8500 FAX (425) 778 -5536 0 m N o oh n m II in DESIGN: Jf DRAWN: JEI CHECK: GA( JOB NO: 00086.1: DATE: SHEET: S -1 3/7/0 VERIO EAST ROOF 3333 120TH PLACE SOUTH TUKWILA, WA 90168 STRUCTURAL 4 _ r I I R 0 �'1 1 � I 3T @12' =3' -0 ' 1 4 4'-0 — e F.E. j, 3T @12 " =3'.O 01 \ 1 I I ' YY I I ■E■ i COLOCATE 3 NEW 4 -0"I - e -- — TUBULAR COLUMN I -fill m I y — e 1 1 ------------ -- -- -- e 5x6 TYP. OF ---------------------- - - 5 INFILL TO MATCH EXISTING WALL CONSTRUCTION & c 9 I - I � I I `, I i COLOCATE 1 i I I: 1T, I I - - - ------------ - - - - 4- I 1 I I 1 I I 1 ME fl 7 0 9 0 MINUTE FIRE RATE I 90 MINUT: FIRE RATED IF- COLO 2 " b D� DOOR fi� u, ® - -_— -- -- Ilil , FINISHES Igg CD �_ I EXTEND TO T STR CTURE 6' - HIGH CHAIN © VERIO NETWORK I 1 AREA I^ • � : � I — 11 11 - --- -_- _- - - --'- — 00 - -' --_ -- _— eg m CONF. 1 MEE CONF. 2 DATA CENTER 5 j.• .,., ' :.•..': I ® I eV OFFICEM, I I 10'5 T-7' (ID GM o I 74 0 90 MINUTE FIRE RATED DOOR on II .e `! ee � 1� T il . I' "' (1:7 OFFICE N.O.C. .��.��� -..�� �,� p Ti 4 . .. __ rf /OI VIIIMORNMIN 26' -2' I' 11111111•1=111111111111111101111• i:•" m nr7�r .9x OFFICE _ IIIMIIIIIMFIIIMIIMIMUMIIIIIMIIII U � f6, �� ���� * ® RAG. T7 -sa- .K "" I F.E. d T m u e LI' 1011061121..111001.1. 1011061121..111001.1. � �© _ ., 27r7' OFFICE II. UM ED ST•G' • CI , 1 v - CYST 1 4ER Io 1 �CONF. m 0 ' SALES ' CONF M e PA i� � P P ♦ ' � � m �A!II��OIr1YI111i71i.E SALES /� 'x.90 USTOMER . ' ' VIEW . � I Hi ANDRAIL 11 ■ ■�O ®i im _ I. NI -. 2•, I. Ir - �N itian; '� .. I -. 11� v� I I. -, ;• Ir 7 OFFICE& ■ I SEC. .� ' E ��� \��'j, ������ 5 0 _ , •• CORRIDOR ' , - —� c.� O n MINUTE.. ®.- '' MAN: •..•. E" t1 � ©I� 41 ,„„, 41 ,„„, a OFF. 1, I SECURED DELIVERY ,� / 1 ® 711 1 1 - ' -.� m - - — • DO t► �' t H[ �e -_ � R ' :. -.� : ;:.: v ��rr or- __ r ® ® CUSTOMER u � i C' VERIO O , . ELECTRIC : N� '. ® t® -' a 10J- , , BULE1 rse rr6 N; 11 �: ■le � y?I A m m r ....t CURITY 1 O BREAK �W _ CM ■., I 1. ,; r�l ! D. Ii I • rr. ® ca ®v ` 127-8 F.V. 11-11' STORAGE PLUMBING m STORAGE p ram ROO 355' ■ri i .. ••re I m . 14 AREA m , ✓ 0 I rr -IFI = T m 11 ppy I I p a I I RISER RM. V i -WI, � 3'5' _ _ ® JA 2 ____ ITOR® 5 m . : '... SECURLTY : a' t.Ol= •RICE :• i 4A'S'' :: � QUIP. 15.0' ® 2W -0' 1A' -10° _1� -1 I ra1)Ir� �mru�_ I �"��►_ 11I14,:, l i'�' .0 �l Or 2 = .21-111 o I I i I I - LI -- mm® A INW TO MATCH EXI NG WALL CO STRUCTION FINISHES PAR TION TYPE D 11 _' i — I I I I -- -- - - - - -- -- 20' -2" 15'-0' , 60'-0' -0' 10'5• 5 -0 " 10'5' 4'-2" 75-0' / i - I I 24(1' -O I I TYPICAL -RE: 5/A6.1 8 # EXISTING TENANT DEMISING PARTITION TYPICAL -RE: 5/A6.1 INFILL TO MATCH EXISTING WALL CONSTRUCTION & FINISHES 15 - -- --- EXISTING TENANT — DEMISING PARTITIONS CD- 60'-0° 60' -U 60 24' -0" FLOOR PLAN SCALE: 1/16" = 1' -0" 4--- —( Zj J EXISTING TENANT DEMISING PARTITION -- - - r - - -- 11 T TYPICAL -RE: 5/A6.1 - - - 15 EXISTING TENANT DEMISING PARTITION LEGEND FINISH SCHEDULE CEILING: CLG -1 2 X 4 SUSPENDED ACOUSTICAL CEILING, CLG -2 GYPSUM WALL BOARD, PNT -1 WALL: PNT -1 SHERWIN- WILLAMS SW 1130 NEUTRAL GROUND PNT -2 SHERWIN - WILLIAMS SW 2201 GOLDEN GATE PNT -3 BENJAMIN MOORE HC -122 PNT -4 BENJAMIN MOORE 1393 CT -3 CERAMIC TILE, AMERICAN OLEAN 123 IMPERIAL PURPLE AND 24 BRIGHT MAIZE IN A CHECKERBOARD BASE: PATTERN. B -1 ROPPE /4" P116 MOSS CT -2 CERAMIC TILE, AMERICAN OLEAN U251 FLAX 1 FLOOR: CPT -1 BOLTS, TUSCANY ZMT75 CPT -2 MONTEREY, GOLD COAST, GC 1667 OUEENSLAND CPT -3 COMPUTILE RTG (CARPET TILE) ANTI- STATIC CARPET, 8800 "MIDNIGHT HOUR ". VCT -1 ARMSTRONG, 52505 HARLUQUIN WHITE VCT -2 ARMSTRONG, 51944 TYRIAN PURPLE AFL -1 NEVAMAR 1/8" HPL STARLIGHT GRAY CT -1 CERAMIC TILE, AMERICAN 01 -EAN U251 FLA): 1 CON 'T. SEALED CONREiE OTHER: PL -1 NEVAMAR S- 2 -85T, ENGLISH LACE PL -2 NEVAMAR MR -1 -T, AUBERGINE MATRIX PL -3 NEVAMAR PR -2 -1T, PAPIER SOLIEL NOTE: VCT. TO BE PLACED IN A CHECKERBOARD PATTERN GENERAL NOTE ALL NEW PARTITIONS TYPE A UNLESS OTHERWISE NOTED. REFER TO SHEET A5.2 FOR PARTITION TYPES DENOTED THIS 0.--; TYPE "D" PARTITIONS AT ALL EXTERIOR PERIMETER WALLS —C) DENOTES PARTITION TYPES PER A5.2 0 DENOTES WINDOW TYPES Q DENOTES DOOR TYPES PER A5.1 D • DENOTES INTERIOR ELEVATIONS PER A4.1 SEE SHEET 5.1' FOR DOOR & HARDWARE SCHEDULES GENERAL REVISIONS ENTIRE SHEET FINISH LEGEND 1 HOUR FIRE RATED WALLS AND CEILING. RE: A5.2, PARTITION TYPE B. ME FIRE EXTINGUISHER CABINET 102 ROOM NUMBER CEILING FINISH WALL FINISH BASE TYPE FLOOR FINISH CEILING HEIGHT ABOVE FINISH FLOOR FLOOR MATERIAL CHANGE KEYED NOTE O1 3/4" PLYWOOD IS REQUIRED FROM FLOOR TO CEILING ON ALL WALLS OF SECURITY ROOM 105. ALL SECURITY DEVICES AND SECURITY CRITERIA WILL BE PROVIDED BY KROLL SCHIFF. APR b mm A A PLANNING /ABCBTTECI'URE / ENGA`EEB&G / mom 3141 HOOD IC., 50118 700 DALLAS. TIBIAS 76212 TELEPHONE (214) 620 -1144 PAZ (214) 629 -1411 LW Lockwood, Andrews & Newnam, Inc. A SUBSIDIARY OF LEO 'A DALY 1500 MITRES? BLVD. HOUSTON, TEXAS 77042 TELEPHONE (713) 2ee -13000 FAX (713) 2ee -20132 Dc PROJECT TT. DRAWING T1TJE A1NffiTBcr/R:0DTEE9 0000 LAN PROJECT 00600 t 1954 - 30 - 023 DALY PROJECT NORM 141400 -00 4843 REGISTERE, ARCHITECT I ! ST I ATE OF Wq HI G ONI A HIPMAION SOMME DESCRIPTION 9/15/00 PUN CHECK CORRECTIONS 9/29/01 ISSUED FOR CONSTRUCTION 10/7/00 HELD CHANGES AND CLARIFICATIONS 10/27/0 GENERAL REVISIONS 11/27/00 FIRE EXTINGUISHER LOCATIONS MONED BY, AW COMM HY: AW MAIM HY: HTL APPROVED BY: TAA VERIO PREMIER DATA CENTER TUKWILA FACILITY 3333 120th PLACE SOUTH TUKWILA, WA. 90168 FLOOR PLAN DRAIJR00 0060001 A A 4