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Home My WebLink AboutPermit M2000-200 - VERIO PREMIER DATA CENTER''.---lk3riif30ci744144;kiiiiiiiti34iOltiticits 11 30110N NVHL Iy313 sssrm anvaa SIM Ni IN31111909 M.A a311,0N= City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Permit No: M2000 -200 Type: B -MECH Category: NRES Address: 3333 S 120 PL Location: Parcel #: 102304 -9069 Contractor License No: HERMACLOO5BJ Fermi MECHANICAL PERMIT TENANT 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 BRIAN MERANT Phone: 206 -575 -9700 1221 2 AV N, KENT, WA 98032 CONTRACTOR HERMANSON COMPANY LLP Phone: 206- 575 -9700 1221 2nd AV N, KENT, WA 98032 ** kk*** k* A**** k* kk* kk***** k*} A** k* k* kk• k*• 4kk* k** k t • kkk *A4kk'k 'A Permit Description: INSTALL HVAC AND EtUIPMENT FOR PRIME MECHANICAL INSTALLATION . 5 RTU, 5 EF, AND 46 COOLING UNITS. UMC E d i t i o n : 1997 V a l u a t i o n : 374,520.00 Total Permit Fee: 940.13 * k* k*4**** k** kk AkkkAAkkk* kkAkk*kkt* k****** kkk **4 # 4k#kk*k*k ***A**k.A *k * *0(4*A r .w ... u� ta res -.W ... ax warms s4ra..W5 Ce nter + A hor1zed Signature Date 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 weak will he complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this kt {tiding p omit. S Igniture: Print Name tt (206) 431 -3670 Status: ISSUED Issued: 10/03 /2000 Expires: 04/01/2001. Gate; _ . ---------- T i t t e : „ 1': '.��tJNL!(. t/1►'4.04A This permit shall become null and void if the work i$ not commenced within 180 day 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: 3333 S 120 PL suite! enant: VERTO PREMIER DATA CENTER Type:` erCe i #: 102304-069 *• k***' k*********** * * * * * * *A * * * * * *•k'A * * * # * * * * * * • k* Permit Conditions: I , :.Readily a c c e s s i b l e access to roof mounted required. Permit No: M2000 -200 Status: ISSUED: Applied: 09/05/2000 Issued: 10/03/2000 A' •k * * * ** A'A***' * **A• *A* *'t *** equipment is Plumbing permits shall . be obtained through the Seattle-King County Department - cif. P ub l i c Health, Plumbing will be inspected by that ; agenc y, , ' i n c l u d i n g all as Piping (296 - 4722). .. , E1 ectri ca l iertili 3ha 4 be obtained through = the Washington 'State Div4il en "�1. of ibor and,, Industr ies and j ►l.1 :elect work will lbe Ari`spected by`` that agency ; : . (Y248- G30) , No changer's w i 1 bey made to -the p 1 ens unless :. approved by EnglnuW+and the Tukwila Building ; All 14014s, inspection reelyds, and approved plant a,llall lie eve i 1 e: {et the lob s i t e prior to the start of any con- struction =These documents are to be maintained and &veil` obl'e',unti l final inspection approval is granted. Al onstr.:u ct ion to ; be" done in conformance with approved - P 1 n � c and req'u i remen is of the Uniform B u i l d i n g Code (1997 i on) as amended, Uniform Mechanical Code ( 1 9 9 7 E d i t i o n ) en`d • Washington State Energy Code (1997 Edition). Vay1`.l i i ty. of Permit. The issuance . of a permit or spprova l o p1ot1� ' Acpacifications, And computations shall not be von strued to be a permit ,fur, or an approval of, any violation of i 'of : the provisions of the building code or of uny other ordinance of the Jurisdiction. No permit presuming, giveauthority' violate or cancel the provisions of ,this cools', ;sha l) be v a l i d . 1$ Pr ,qct Name/Tenant: Value of Mechanical Equipment: Site 3 dress • 1 Signature: , . , I \ctrl • Shy Stay ,rja y,�lb t �D(6q Property Owner: // .sl?e. y .-- / tale i 4 5161/7-- Phone: ( /o9 ) Street AddMss: Phone: : sl S City State/Zip: Fax #: ( ) Contractor: _ C L.L l • Phone: ( tQbi ) 5`1 S" 9 Stree dress: � t c� `u.� n.x ,-� �� ) .- 11/7~,1 City S ate /Zip: (..aG 3.2 Fax #: (,- ) � S c l.b ._. Phone: ) 6 - 1 S ` b (�. Fax #: ( ) Contact f n: � U,.ibrn City State/Zip: Street Address: MID( O OWNER OR AUTHORIZED AGENT , Signature: , . , I \ctrl Date: _ U y arjo Print lance , t ►1�{��. Phone: : sl S j et . • . • Addr 3 . e CITY OF•TL ''' Permit Center 6300 Southcentei Boulevard, Suite 100 Tukwila,. 98188 (206) 431 -3670- F STAFF USE ONLY Projec(>•ltymbcr.. Permit Number; Mechanical 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. MECHANICAL PERMIT REVIEW AND APPROVAL REQUESTED: (TO REFILLED OUT BY APPLICANT) Description of work to be done (please be specific): f Arai. Current copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit Is Issued OR submit Form H•4, "Affidavit In Lieu of Contractor Registration ". Building Owner /Authorized Agent: If the applicant Is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the :agent to submit this permit application and obtain the permit will be required as part of this submittal. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS Ap ICATION AND KNOW THE SAME TO DE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF VIE STATE OF WASIIIA'OT ON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. Date a lication accepted: obt 9/7/99 lurch prreuiL.dac Date appl' ation expires: — 5 " dal(/' ele) Expiration of Plan Review • Applications for which no permit is issued within 100 days following the dale of application shall expire by limitation. The building official may extend the time for action,by the applicant for a period not exceeding 100 days upon written request by the applicant as defined in Section 114.4 of the Uniform Mechanical Code (current edition). No application shall be extended more than once. Applica io akin by: (initials) • 0 f u r W 0 co 3 zp i � LL the ✓ X,c- Submittal Requirements Floor plan and system layout Roof plan required to identify individual equipment and the location of each installation (Uniform Mechanical Code 504 (e)) Details and elevations (for roof mounted equipment) and proposed screening Heat Loss Calculations or Washington State Energy Code Form #H -15 .." H.V.A.C. over 2,000 CFM (approximately 5 ton and larger) must be provided with smoke detection shut- off and will be routed to the Fire Prevention division for additional comments (Uniform Mechanical Code 100). Specifications must be provided to show that replacement equipment complies with the efficiency ratings and other applicable requirements of the Washington, State Nonresidential Energy Code. it Structural engineer's analysis is required for new and the replacement of existing roof equipment weighing 400 pounds and greater (Uniform Building Code 1632.1), Structural documentation shall be stamped by a Washington State licensed Structural Engineer. Mechanical Permits COMMERCIAL: Two complete sets of drawings and attachments required with application submittal 9 /flip, pttscpmt,doc NOTE: Water heaters and vents are included in the Uniform Mechanical Code — please include any water heaters or vents being installed or replaced. RESIDENTIAL: Two complete sets of attachments required with application submittal Submittal Requirements New Sin. le Famil Residence Heat loss calculations wit pecificatlons or F Forrm H 6. Chan e•out or re lacement of existin: mechanical a ul Narrative of work to be done includin, modification Installation of Gas Fire lace Narrative with specification of equipment and chimney type, If using existing chimney, provide a letter by a certified chimney sweep stating that the chimney Is in safe condition. NOTE: Water heaters and vents are Included in the Uniform Mechanical Code = please include any water heaters or vents being installed or replaced. This P4ymfrnt 4A # *4 *k4 * * ** * # *'* Account Code 000/345.030 :`..' 000/322.100 M•I • ' #4 #4 4.44 **44 #+4 .n *4 #4#0,44 *4 #44A #A#r+ 0 A#A- t #4 #44 XT Y 1 'TUKWILA HA TH�It13t4I'E l4 *>!44444444#4#44###A4-1- !' f"'1 �s► #� # #4 #+ ##244## #*#4#**4# T ANSW Numbers R9000366 Amounts r4". 13 10103/00 11125 Payment Method: CHECK Notations HEPrIANSON CO l.LP Ina: ILO M • I M ; i M I If 14 M. Y + I .- 14 I .• , • .• .• . e . • .: • I .I r • . • r M .4 Iw H I I .. • • .• N .• •4* r • N +5 +4 *0,010 Y . r ' w a• .• +V Permit Nos M2000-200 Types D «I)CCH AE CHAN I CAL PLDMIT Parcel No= 1023041.9O63 Site flddre *ea $333 D 120 PL row I =uags 940.13 940.13 Tote1 ALL Pints* .340.13 911 1 antes .00 4 ** 4***** d4**#* *** * **o,** * *+A ** *4 # **AW** *# *0* I)ueor i p t i on Amount PLAN CHI%%( - N;EJHkEV 15EI.0D MECHANICAL NONR r 733. r , I. I- 11 •+ . / Mfr I. x *5 -.. M. I. -a ♦. •+ - f I. *> M . f F -a I f I. a. a M+ H I I .I •. •s - r *, 44 •. -a .. Y . w ♦ M M •. I I •. ■ f M f N .: • I a M I r •• -. NOG 10/04 9710 TOTAL 940.13 PERMIT NO.: W"ehO MECHANICAL PERMIT APPLICATIONS ,>e B ist �5 Additional Condition INSPECTIONS ❑ 00002 Pre- construction ❑ 00050 WSEC Residential ❑ 00060 WA Ventilation/Indoor AQC ❑ 00610 Chimney Installation/All Types ❑ 00700 Framing ❑ 01080 Woodstove 01090 Smoke Detector Shut Off 01100 Rough -in Mechanical 01101 Mechanical Equipment/Controls 01102 Mechanical Pip/Duct Instil 01105 Underground Mech Rough -in 01115 Motor inspection 1400 Fire Final 01800 Final Mechanical 04015 Special -Smoke Control System CONDITIONS .00 )g( 0001 No changes to plans unless approved by Bldg Div iii >e i 0014 Readily accessible access to roof mounted equipment 0016 Exposed insulation backing material 0019 All construction to be done in conformance w /approved plans 0002 Plumbing permits shall be obtained through King Co 0027 Validity of Permit 0003 Electrical permits obtained through L & I 0036 Manufacturers installation instructions required on site "BTU maximum allowed per 1997 WA State Energy Coda" 0041 Ventilation Is required for all now rooms & spaces "Fuel burning appliances "Appliances, which.generate,,.." "Water heater shall bo anchored,,,," TENANT NAME: ■ietiv FEES Basic Fee (YiN) Supplemental Fee (YIN) Plan Check Fee (Y/N) Furnace/Burner to 100,000 BTU (qty) Over 100,000 BTU (qty) Floor Furnace (qty) Suspended/WaiVFloor- mounted Heater (qty) Appliance Vent (qty) HeatingfRefrig/Cooling Unit/System (qty) Boiler /Compressor to 3 HP /100,000 BTU (qty) to IS HP /500,000 BTU (qty) to 30 HP /1,000,000 BTU (qty) to 50 HP /1,750,000 BTU (qty) over SO HP /1,750,000 BTU (qty) Air Handling Unit to 10,000 cfm (qty) over 10,000 On (qty) Evaporative Cooler (qty) Ventilation Fan (qty) Ventilation System (qty) Hood (qty) Incinerator — Domestic (qty) Incinerator — Comm/Ind (qty) Other Mechanical Equipment (qty) Other Mechanical Fee (enter $$) Add' I Fees — Work w/o Permit (Y/N) Insp Outside Normal Hours (hrs) Reinspections (hrs) Miscellaneous Inspections (hrs) Add'! Plan Review (hrs) Plan Reviewer 1 Permit Tech: W\ Date: 0 IC Date; or. wiry) Project: - Type of Inspection: '--"i 3.'y'' _..._.,. Address: - Date called: Special instructions: /0,10 0 1 01 ;tip . Date wasted: Requester: Phone: proved per applicable codes. INSPECTION REC(. J Retain a copy with permit INM'ECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188- PtRMit NO. (206)431-3670 COMMENTS: 1111111 .411111111W inspectoraM_ : .r III ;� : ' EINSPECTIO REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd. Suite 100. Call to schedule reins ' ection. Receipt No: Date: Corrections required prior to approval. w • 1:7 . �.,�...._.�_ .mot s. 777 Project Name Address Sprinklers: _L Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: A!:t thorized Signature FINALAPP . FRM City of Tukwlla Fire Department .5 lo TU WXLA FIRE DRPARTMY NT FINAL APPROVAL FORM s... . fig .ar.r 7Q.=S'T'.'.M A.' +rte Permit No. John W. Rants, Mayor Thomas P. Keefe, Rre Chief Retain current inspection schedule Needs shift inspection rr∎ C, Approved without correction notice Approved with correction notice issued T.F.D. Form F.P. 85 Suite # I 0 Date Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 57$.4404 • Fax (206) 5754439 Project: / T e of Inspection: Addre s' �� 40,4, 5.l -fl l, Dat • call d: 1 Special instructions: ( Da e an ed: Req est r: Phone: l4 — 2 . CC3 / _ ``d 3 t Approved er applicable codes. COMMENTS' Inspector: r `� INSPECTION RECIi D Retain a ropy with permit INSPECTION NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO, Corrections required prior to approval. (206)431 -367 © $47.00 REINSPECTION EE REQUIRED. Prior to inspection, f must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reins ' action. Project: Type of Inspection: Address; � P) S Ito pl. Date called: 2 -Z - Date wanted: a. Special instructions: Requester: Phone: aobp -- '7/-1446 proved per applicable codes, INSPECTION RECOk Retain a ropy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO (206)431.367( j Corrections required prior to approval. 0t $47.00 REINSPECTION ALE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reins.ection. Date: Project: , / ve-ri 0 Type of inspection: doe. t Address: 33 5, 0 V Yk Pi. Pat, iled: / --' ot Special instructions: -e Dat • w lit d: / / if a. ,.. Requester: P lone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. INSPECTION RECO*, Retain a copy with permit PERMIT NO. (206)431-367 Corrections required prior to approval. $47.00 REINSPECTION FIE REQUIRED, Prior to inspection, fee must be paid at 6300 Southcenter filvd„ Suite 100. Call to schedule reins ection. Project: `, Type of Inspection: . V Addre s' 10.04 Date called: Special instructions: Date wanted: 1 Y)1.91_ a, ___ 1_ Requester: Ir le Phone: #Cam . L- fiie . INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -36 pproved per applicable codes. Q Corrections required prior to approval. COMMENTS: (' ..A C . .� vs. S ) �-I 2 ir13 pen %PA $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule ection. Receipt No: Date: INSPECTION RECOkD Retain a ropy with permit M 2000 —200 PERMIT NO. Prt4 • Veriv Insp Type of ctio • , .. . _ � A ddress: t`. ' 1 ,3333 )zO , P • . Dat �i�d : Special instructions: Dat an e : a.111, Requester: Phone: / . " Approved per applicable codes, INSPEC ON RECORD _. Retain a opy ) kr►r it INSPECTION f CITY OF TUKWILA BUILDING DIVISION 6300 Southctfnter Blvd, #100, TukivilaMA 981a PERMIT NO, (206)431.36 Corrections required prior to approval, $47.00 SPECTION ' REQUIRED, Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reins.ection, Project: r l a. Type • f I s. ectidrj: R I l w 441,► i i i i 4 Address." Date called: / Special ins —,-- lions: ....v....„ / Date want •; ... ..• 41 a.m. . Requester: Phone: , INSPECTION RECD Retain a copy with permi INSPECTION NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, 41100, Tukwila, WA 9818 PERMIT NO. (206)431 -3 0 Approved per a ► F I jcabie codes. Corrections required prior to approval. $47.00 REINSPECTIO ° EE REQUIRED. Prior to inspection, fee must be paid T at 6300 Southcenter Blvd., Suite 100. Call to schedule reins ection. Receipt No; F .. Date; I w Project: '4 , ,I Type of Inspection: /1 r • Address: Date lied: Special instructions: Date wanted: a :fn, atm Requester: Phone: . INSPECTION RE Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 INIMMIAMM ti11U21 1.a) PERMIT NO. (206)431-36 0 $47.00 REINSPECTIO FEE REQUIRED. Prior to Inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reins . ection. Approved per applicable codes, jJ.Corrections required prior to approval. 11111110/MIIMINNIN, V y ig COMMENTSt t: _ Type . Inspe ion, + Ad resj. ate ailed: r Special instructions: • + Date wanted: k 1 a i Phone 0 - 2 4,g .40 -0,0-4 r ., siaiy 4 a LL A • I r S i t 'R .' ,► ,a R Pro t: _ Type . Inspe ion, + Ad resj. ate ailed: O 6 Special instructions: • + Date wanted: k 1 a Requester' Phone 0 - 2 4,g INSPECTION RECORD Retain a copy with permit INSPECTION NO, CITY OF TUKWILA'WILDING DIVISION PERMIT NO, 6300 Southcenter Blvd, #100, Tukwila, WA 96,148 $,�6 (206)4 roved per applicable codes. © Corrections required prior to approval. 0 $47.00 REINSPECTION FE ' EQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reins ectian. Date: Receipt No: Project: V t ! Typ • of ns a tion: �:..a . ' - ' e rrss Dater. t: 2 "` c)O A r s: 2 . •t ,,• p Special instructions: Date teg2 ,r• ,� �, . ,m, .m, Requester: v . lr o t e iaa) ,57/ -2868 INSPECTION RE Retain a copy with permit INSPtCIION NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter 9lvd, #100, Tukwila, WA 98188 (206)431.3670 'pp roved per applicable codes, ❑ Corrections required prior to approval. COMMENTS: Inspector: $47.00 REINSPECTION FEE REQUIRED. Prior to Inspection, fee Lnust be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reins • ection. ................... COMMENTS: AIIMInin • ... CatrI ‘ 1 Fs stiart14.c......12x 2.. 4y) r i41 0 -(4; cif 2 Special instructions: t o es4‘61.4 , 1 rrA I". 7 • iiis. LA ' V • Mir Ilt A • - DT- t )40 v-- , i . Project: • Vii ) Tyne: of Ictioh: Pipe rs nsne ..toct- InSit (led* - bate Address: 1Z il 0. called: fr ii-201-00 Date wgnted: /4 p.m. Special instructions: Requester: Ph. e: to . 7 Inspect° Receipt No: • ! ! r • 4 ‚ it INSPECTION REC Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 t*V000 - PERMIT NO. (206)431.3670 pproved per applicable codes. 3 Corrections rettuired prior to approval. Date 12_1 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspiction, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule'reinspection. COMMENTS: �...�r, V ri T yp of Inspect. ��.. �r %frI f s"�- 2. *, 'h ' . Date 2d2 I i .. Ud Special instructions_; , ` rt d OA rveS5W'�' , no Date % ante +' J2 - i 2` - 00 ,m. I CW5 44, ,; ill r . .. . , , d • * Project , Q'tv P - 'mJer ►, T yp of Inspect. ��.. �r %frI a ddress 2. *, 'h ' . Date 2d2 I i .. Ud Special instructions_; , ` rt d OA rveS5W'�' , no Date % ante +' J2 - i 2` - 00 ,m. I let V li Re) Cy.e5 Phone: -57 / -2. Kdt INSPECTION RECORD Retain a copy with permit INSPECTION NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 (206)431 -3670 'Approved per applicable codes. p Corrections required prior to approval, $47.00 REINSPECTION FfE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd„ Suite 100, Call to schedule reins s ection. • P MITIIMPANII pe of Ins . ec tion: • s..i ' A•dre- : d A6 I Dat - ailed: / cp ..,► . 0 Specla nstructions: I Date wanted: - • -' •,m R uester: ferry' I c r s hone: I . ...6 • - , B' . COMMENTS: A! A Date; © $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reins • ection, Receipt No: Date: INSPECTION RE Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 pproved per eppilcable codas. PEPPMtt NO. (206)431 -3670 Corrections required prior to approval. I ig COMMENTS: _ , N Ai • T p • of Insp(nn: — ...- M k A •dress: 12r PI__ Date called: t 2. - -,- DL) Special instructions: Date w nt : � . � a.m.., (Y p.m. Phone: 1.0 - • 1s LP" 7 ,i , 0 4 ' ' e A. . • 0 , r a i /1 ' ' i Pr • ject: , r T p • of Insp(nn: — ...- M k A •dress: 12r PI__ Date called: t 2. - -,- DL) Special instructions: Date w nt : � . � a.m.., (Y p.m. Phone: 1.0 - • 1s LP" 7 ,i INSPECTION REC Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 PERMIT NO. (206)431 -3670 pproved per applicable codes. 0 Corrections required prior to approval, $47.00 REINSPECTION RE REQUIRED. Prior to Inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reins•ection. Pr ject: • t . OA ( • e of Inspect on: - ddress: Dat : called: `0 pedal nstructions: ' 'A 1 0)4, - pf . Wit, +Q. WI Date wanted: i , _ " -CO a.m. one: ►:.'* ° ►' 2. to COMMENTS: D ate: , - t • S4 ' (INSPECTION at 6300 Southcenter t3ly Receipt No: 'REQUIRED, Prior to inspection, fee must be paid •„ Suite 100. Call to schedule reins•ection. Date: INSPtCtION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 „Approved per applicable codes. INSPECTION RECORD Retain a copy with permit I Kama NO. (206)431.3670 Corrections required prior to approval, Project: Ty a of nspection: Address: 1 Date called: i` Spec a instructions: Date wanted: Requester: P one: INSPECTION REC Retain a copy with permit INSPECTION NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 CD Approved per applicable codes. PERMIT NO (206)431 -3670 c orrections required prior to approval. $47.00 REINSPECTIAN EIE REQUIRED, Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reins'ection. P • ect:, ,1 11 Type of Inspection: ..n� - I . Addr ss. Date called: � :Z.- V D Spec al Instru ° ens: Date wan ed: drita.7%. Pho e. Q' '71 17 � INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Armed per applicable codes. COMMENTS' Receipt No: INSPECTION RECORD Retain a copy with permit Date: PERMIT NO. (206)431 -3670 orrections required prior to approval. 0 $47,00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. lg 13 o§ g a P�roct: T • e of Inspection' Y . , i C , Ad ress: 2 C R Da e . le Special instructions: r Da e a ted: R sues •r: 4 Phone: 3 Inspect() Receipt No: Date: Date: © $47,00 REINSPECTION FRE REQUIRED. Prior to Inspection, fee must be paid at 6300 Southcenter Blvd„ Suite 100. Call to schedule reins'ection. z INSPECTION REC - Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO, (206)431-3670 0 Approved per applicable codes, ECorrectIons required prior to approval, COMMENTS: Prote5t1, ,, 4 . ‘ _ Vete (V Type/Mee: Date called: Addre $ S PI, AW — *al instructions: Date Tf: in .i 0 a,m, P.m. Req th INSPECTION RECORD Retain a copy with permit • INSPECTION NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO, (206)431-3670 Approved per applicable codes, IJ Corrections required prior to approval. E] WAN REINSPECTION FEE REQUIRED, Prior to ins ction, fee must be paid • at 6300 Southcenter Blvd., Suite 100. Call to schedule reins ection, Receipt No: Date: to ect: •. U Ty • of no . action: C... Address: 'L D.te called: - M _ Special instructions: R ate w j t d: b a.m. � Re ues er: P one: 0 INSPECTION RECORD Retain a copy with permit INSPECTION NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO, (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. © $47.00 REINSPECTION FEE REQUIRED, Prior to inspect on, fee must be paid _ at 6300 Southcenter Blvd. Suite 100. Call to schedule reinspection. Receipt No: Date: 4b p P o et: /O T'yp f Inspect on: h _Ii• (-- Address: 23 _ 18_01.-- Date ailed: C Special instructions: Date wanted: /"' 7_ a.m. p. . Rest . Ph nep ('Ap proved per applicable codes. COMMENTS: INSPECTION RE Retain a copy with permit INSPtCTION NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 'k' # /#4e$r ,' svp,t L (206)431.3670 0 Corrections required prior to approval. $47,00 REINSPECTION FEE REQUIRED. Prior to inspect on, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reins f action, ig COMMENTS: Ty e of Inspection: _ .. ddress: , 1 () PL. - 112.t J/�.1 . rA-( G./ A' DA 7 d C eo ./ 771E47 70 - Special instructions: Date wanted: -. 2.(0 "" .m. f Afar! V 4 ! & /� �.7_ _r �— _ Phone: 1$6 ` S i ./ r ject: project: Ty e of Inspection: _ .. ddress: , 1 () PL. Da a called: 1. - 2S-. b p Special instructions: Date wanted: -. 2.(0 "" .m. Phone: 1$6 ` S l INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3 Approved per applicable codes. CI Corrections required prior tc 3pproval, $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reins s ection. COMMENTS: Ty of Inspection: VA _ l.. 2. 4 1..... . / Special instructions: Date wanted: t I .-, '-• I L — L) C:, Requester: Phone: 2 Le - J12 ° 4 ii; •,' . a..... ?....i • . 1 . . ........ - , loommonewalp■anwrommemormwm• Ala , Project: Vey: I C' _ Ty of Inspection: VA _ Address: '--) i - 94- i i PL Date called: - .... (- .- oc-, Special instructions: Date wanted: t I .-, '-• I L — L) C:, Requester: Phone: 2 Le - J12 ° 4 , 4 • 1/2 • • . INSPECTION RE&W.16 Retain a copy with permit INSPECtION NO. CITV OF TUKWIIA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 PERMIT NO (206)431-367 0 Approved per applicable codes. 2 Corrections required prior to approval. 211 • Ai /at $47.00 REINSPECTION 'f REQUIRED, Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, Receipt No: Date: Inspector: Date: gi §`) Ei 09/01/ 0 AX 7.13 266 7596 SYSTEMS GROUP 30 002/007 _ . !�!.. � .:: :.r _ � ■a •Trt nri►'i►1�A_ mom= ■■ p moms • - WITANAMIA ! l iL• A' T C a MMfMt~ Ea ll ' "r a g •ti ■■� ■■■■■■�■■■ Ear ■ ■ ■ ■ ■■ , �■M ■■E■■,�■`�.��/M ■ IC -�� ` ■ ■ MEN MEN' �,- _AN�! ammil ■ ■ ■ ■■ ■■ ■■ E MMEMM ■■I ■■ -`� = ■ II M ■■ ■ ■ ■■■■■■ ■ ■ ■ ■■ ■■ ■■ r " a• mm ailiA �■■■■ ■■■ ■ ■ ■ ■■ ■■ ■■ ■■■■■ MMINMEMMIMMIONIMMUMMEMMUMM A ! 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AO Ammo 31101 S! ii 331100 SRL i3VHl X313 5S31 SI S1E41. NI 1N ES/M O 3 = 3311100 LICENSE DETAIL INFORMA'N)N 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 HERMACL005BJ Name HERMANSON COMPANY LLP Address 1221 2ND AVE N Address City KENT State WA Zip 980322948 Phone Number 2086769700 Effective Date 1/11/00 Expiration Date 8/21/01 Registration Status ACTIVE Typo CONSTRUCTION CONTRACTOR Entity LIMITED LIABILITY COMPANY Specialty Code GENERAL Other Specialties UBI Number 802004844 * *' /;jV PRINCIPAL OWNSR(S) FOR THIS LICENSE = * * • al U * * * * * *SrH I RY FOR $VMMc v_ AND QMPLAINTS` *,_* **.:*.y1FXSQATILASIQRINSURANOE INFORMATION* Page 1 of 1 • New inquiry by CITY, NAME, PRINCIPAL OWNER NAME, NUMBER, UBI NUMBER or return to the L &I Construction Compliance Home Page http:// www .lni.wa.gov /CONTRACTORS/TF2Form .asp ?License = HERMACL005BJ 8/30/00 DEPAR_T EENTS: guiidin� Division Public Works El DETERMINATION OF COMPLETENESS: (Tues./ Thurs.) Incomplete Ej Complete Comments: TUES/THURS ROUTI Please Route REVIEWER'S INITIALS: Yawl tux Yw Structural Review Required Fire Prevention Structural AffROVALS OR CORRECTION is (ten days) Approved E Approved with Conditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved E Approved with Conditions E REVIEWER'S INITIALS: PLARr9fW'/T(tiIJIING SLIP ACTIVITY NUMBER: M2000 -200 PROJECT NAME: VERIO SITE ADDRESS: 3333 S 120 PL __Original Plan Submittal ..,._, Response to Correction Letter # _XX.Revision # DATE: 12- -2000 SUITE NO: _ Response to Incomplete Letter # _ _.. . After Permit Is Issued DUE DATE : i 9 -2000 Not Applicable ❑ No further Review Required DATE: DATE: Planning Division E:1 Permit Coordinator go ■ DUE DATIA-16-2000 Not Approved (attach comments) ❑ DUE DATE Not Approved (attach comments) ri DATE: ACTIVITY NUMBER: M2000 -200 PROJECT NAME: , VERIO SITE ADDRESS: 3333 S 120 PL X Original Plan Submittal Response to Correction Letter # DEPARTMENT S: Builkbivision A # Public Works ❑ DETERMINATION OF COM LETENESS: (Tues., Thurs.) Complete Comments: PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Incomplete El TUES /THURS ROUT G Please Route Structural Review Required REVIEWER'S INITIALS: DATE: 9 -5 -2000 Response to Incomplete Letter # .. . revision # After Permit Is Issued Fire revention Planning Division pi Gel 40 40 Structural ❑ Permit Coordinator DUE DATE: 9- 7 -20QQ Not Applicable ❑ No further Review Required DATE: APPROVALS OR CORRECTIONS: (ten days) Approved ❑ Approved with Conditions REVIEWER'S INITIALS: DUE DATP...L(0-2000 Not Approved (attach comments) El DATE: O C ON ETER INATION: Approved Ej Approved with Conditions REVIEWER'S INITIALS: DUE DATE Not Approved (attach comments) E DATE: 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 mall, fax, etc. Date: !U', 2 �r Plan Check/Permit Number: ❑ Response to Incomplete Letter 11 (2 Response to Correction Letter 11 Er Revision # I Permit is Issued Received at the City of Tukwila Permit Center by: [1r Entered in Sierra on M2 100• Z ty RECEIVED CITY OF it" !±1 DEC 1 8 2000 PERMIT CENTER Project Name V X 2.1 1 c. h1 Project Address: ' ot /./At Contact Person : g/,+lA-t :ft') 4410 Phone Number: iaLl20 go 34 Summary of Revision: / R P 1JPh . I tv>tr ' ° _ `. Ten. tie rAlI ti . J. !e L i �z• 4l L, I Li I / i i{ t H 41! 1 p I i. (1 -S ftai l& I it 6 r t ' iti ; f/4 it L t 4 ♦.. 111 2. k x i- DC�`(tv wit Q„ M7 .A C/11 I Ltr . t o i4a_j _ CG nl 1 . 1 .A/ 1 tat ft ow) Sheet Number(s): / t , M 2, I, 1 z "Cloud" or highlight all areas of revision including date of revision VN /C IN A6, , 0$/30/00 • City of Tuktvila Steven M. Mullet, Mayor Fire Department Thomas P. Keefe, Fire Chief Fire Department Review Control #M2000 -200 (512) Re: Verio - 3333 South 120th Place September 7, 2000 Dear Sir: The attached set of building plane have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. H.V.A.C. units rated at greater than 2,000 cfm require auto - shutdown devices. These devices shall be separately zoned in the alarm panel and local U.L. central station supervision is required. (City Ordinance #1900) H.V.A.C. systems supplying air in excess of 2,000 cubic feet per minute to enclosed spaces within buildings shall be equipped with an automatic shutoff. Automatic shutoff shall be accomplished by interrupting the ower source of the air- moving equipment upon detection of smoke in the main supply-air duct served by such equipment. Smoke detectors shall be labeled by an approved agency for air -duct installation and shall be installed in accordance with the manufacturer's installation instructions. (UMC 608) Dedicated fire alarm system circuit breaker(s) shall be equipped with a mechanical lockout device. (NFPA 72 (1- 5.2.8.2)) Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #1900) 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 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206.575.4404 • Fax: 206475.4439 City of Tukwila Fire Department Page number 2 Yours truly, The Tukwila Fire Prevention Bureau cc. TFD File ncd Steven M. Mullet, Mayor Thomas P. Keefe, Fire Chief obtained. (City Ordinance #1900) (UFC 1001.3) Call the Tukwila Fire Department at 575 -4407 for approval of any system shut down. Have job site address, name and the Tukwila Fire Department Job Number available to confirm shut down appro al. (City Ordinance #1900) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 2. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 3. This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206.575.4404 • Fax: 206.5754439 JURISDICTION: CITY: BUILDING CODES: MECHANICAL: PLUMBING: ELECTRICAL: ENERGY: FIRE PREVENTION: VERIO PROJECT DIRECTORY BILL STOLTZ VICE PRESIDENT - CONSTRUCTION VERIO 1515 POYDRAS STREET, SUITE 2600 NEW ORLEANS, LA 70112 (504) 636 -3815 bstoltzOverio.net ALAN RUBY DIRECTOR, CONSTRUCTION & BUILDING SYSTEMS JM CONSULTING GROUP 6755 HOLLISTER AVENUE, SUITE 200 GOLETA, CA 93117 (805) 961 -0400 a lan_rubyejmcg.com RANDY JACOBSON SENIOR PROJECT MANAGER KAJIMA CONSTRUCTION SERVICES, INC. 901 CORPORATE CENTER DR. 3ed FLOOR MONTEREY PARK, CA 91754 (206) 901 -9035 jacobsonrOkaj ima usa.com MIKE GARDNER SUPERINTENDENT KAJIMA CONSTRUCTION SERVICES, INC. 3333 SOUTH 120Th PLACE TUKWILA, WA 98168 (206) 901 -9034 CODE INFORMATION CITY OF TUKWILA TUKWILA, WASHINGTON INIFORM BUILDING CODE, 1997 WASHING TON STATE AMENDMENTS UNIFORM MECHANICAL CODE, 1997 UNIFORM PLUMBING CODE, 1997 UNIFORM ELECTRICAL CODE, 1997 WASHINGTON STATE ENERGY CODE, 1997 UNIFORM FIRE CODE, 1997 ACCESSIBILITY: WASHING STATE REGULATIONS FOR BARRIER -FREE FACILJTIES TUKWILA FACILITY 3333 120TH PLACE SOUTH TUKWILA, WASHINGTON 98168 DAVID POWYSZYNSKI DIRECTOR OF TELECOM FACILITIES LOCKWOOD, ANDREWS & NEWNAM 3141 HOOD STREET, SUITE 700 DALLAS, TX 75219 (214) 522 -8778 (OFFICE) (214) 507 -0296 PREMIER DATA CENTE BUILDING CLASSIFICATION BUILDING CLASSIFICATION CLASSIFICATIONS OF BUILDING, AS OF UNIFORM BUILDING CODE, ARE CONSTRUCTION CLASSIFICATION: OCCUPANCY CLASSIFICATION: FIRE PROTECTION SYSTEM: BUILDING STATISTICS: AREA: FIRST FLOOR JOHN PHILIPPI KROLL SCHIFF & ASSOCIATES (SECURIT() 1025 MAIN STREET BASTROP, TX 78602 (512) 321 -4421 philippiOschiffassoc.com GROSS AREA: 63,000 SQ.FT. HEIGHT: 30' -6 FT. RICK INMAN NATIONAL NETWORK SERVICES, INC. (EQUIPMENT) 2452 S. TRENTON, SUITE M DENVER, CO 80231 (303) 696 -1120 rinmanOnnsi.net PAUL HORATH REGIONAL SALES MANAGER DATATRAX SYSTEMS (SOFTWARE) 520 COURTNEY WAY LAFAYETTE, CO 80026 (303) 665 -5577 X 5553 (OFFICE) (303) 478 -7384 63.000 SQ.FT. SPECIFIED IN 1997 EDITION AS FOLLOWS: nel V Plan.IE(T NUMBER: 141400 -00 TYPE 4 HT H -4 (BATTERY ROOM) FM 200 FIRE SUPPRESSION SYSTEM WITH DRY PIPE PREACTION SYSTEM THROUGHOUT GENERAL G1.1 ;i1E SHEET G1.2 GENERAL NOTES 03.1 PARTIAL GENERAL EQUIPMENT LAYOUT G3.2 PAY:.IAL GENERAL EQUIPMENT LAYOUT G5.1 GENERAL ADA DETAILS 1 G5.2 GENERAL ADA DETAILS 2 AR,ti iliTECTURAL A0.0 A0.1 A1.1 A1.2 A2.1 42.2 A2.3 A3.1 A4.1 A5.1 A6.1 47.1 CIVIL C1.1 C1.2 SITE PLAN OVERALL BUILDING PLAN ARCHITECTURAL DEMOLITION FLOOR PLAN ARCHITECTURAL DEMOLITION MEZZANINE PLAN ARCHITECTURAL FLOOR PLAN EXITING AND RATED CORRIDOR PLAN ARCHITECTURAL RAISED FLOOR PLAN ARCHITECTURAL CEILING PLAN ENLARGED FLOOR PLAN AND INTERIOR ELEVATIONS DOOR DETAILS & SCHEDULE PARTITION TYPES CEILING DETAILS CIVIL SITE PLAN CIVIL DETAILS STRUCTURAL S1.1 ROOF AND ELETRICAL YARD EQUIPMENT SUPPORT PLAN S2.1 SECTIONS AND DETAILS S2.2 GENERATOR PAD SECTIONS AND DETAILS MECHIANICAL M1.2 MECHANICAL SCHEDULES M2.1 PARTIAL FLOOR PLAN -HVAC M2.2 PARTIAL FLOOR PLAN -HVAC M2.3 ROOF PLAN - HVAC M2.4 EQUIPMENT PIPING -PLAN M2.5 MECHANICAL DETAILS MD.1 MECHANICAL DEMOLITION PLAN FIRST FLOOR MD.2 MECHANICAL DEMOLITION PLAN MEZZANINE SEPARATE PERMIT ' REQUIRED FOR: 0 MECHANICAL ELECTRICA 7 T PLUM F EING r PIPING Y O TU^` _BUILDD1 _D1�i1SION REVISIONS NO CHANGES SHALL BE MADE TO THE SCOPE OF WORK WITHOUT PRIOR ,!'` , I7DVAL OF TUKWILA BUILDING DIVISION. I� }� KINKI?NO WILL REQUIRE A NEW PLAN SUBMIT ,L U. 1 T :41,AL PINK REVIEW FEL G. FILE COPY 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- tractors copy of approved plans acknowledged. INDEX OF DRAWINGS ELECTRICAL E0.1 ELECTRICAL SYMBOLS, LEGENDS & GENERAL NOTES E0.2 ELECTRICAL SCHEDULES E0.3 ELECTRICAL SITE PLAN E1.0 PARTIAL ONE LINE DIAGRAM E1.1 PARTIAL ONE -LINE DIAGRAM E2.0 PARTIAL FLOOR PLAN - LIGHTING E2.1 PARTIAL FLOOR PLAN - LIGHTING E3.0 PARTIAL FLOOR PLAN -POWER E3.1 PARTIAL FLOOR PLAN -POWER E4.0 PARTIAL FLOOR PLAN - SPECIAL SYSTEMS E4.1 PARTIAL FLOOR PLAN - SPECIAL SYSTEMS E5.0 PARTIAL ROOF PLAN -POWER E5.1 PARTIAL ROOF PLAN -POWER E5.2 ENLARGED GENERATOR YARD AND GROUNDING PLAN E6.0 GROUNDING DETAILS E7.0 CONTROL SCHEMATICS E8.0 1500KW GENERATOR ENCLOSURE- E8.1 ELECTRICAL PANEL SCHEDULES E8.2 ELECTRICAL PANEL SCHEDULES E8.3 ELECTRICAL PANEL SCHEDULES E9.1 ELECTRICAL LOAD AND SHORT CIRCUIT ANALYSES SECURITY SC -01 FIRST FLOW SECURITY CONDUIT PLAN SC -LEG SECURITY CONDUIT LEGEND SC -DET1 SECURITY F•^'.?DUIT LEGEND SC -DET2 SECURITY CONDUIT LEGEND PLUMBING P1.1 PLUM#3ING SCHEDULES P2.1 PARTIAL FLOOR PLAN- PLUMBING P2.2 PARTIAL F! nnR• PLAN- PLUMBING P3.1 PLUMBING RISERS FP1.1 FIRE PROTECTION PLAN 2600200 VICINITY MAP LAN PROJECT NUMBER: 1954 -30 -023 r`I4 ° "I" VER1CY Ian Consulting Group, Inc. TEtECOMMUNICAnoNs 8735 ROLLS= AVE SUITE 200 coma cALTFoRNM 99117 PLANNING / ARCHITECTURE / ENGINEERING / INTERIORS 9141 ROOD ST.. MEE 700 DLLJLS, TEXAS 75219 TELEPHONE 1244) 620 -1144 FAX (214) 525 -1411 Lockwood, Andrews & Newnam, Inc. A SUBSIDLARY OF LEO A DALY 6/20/00 ISSUED FOR CONSTRUCTION. REV. A A A A DATE PROJECT TITLE ASCETTECT/ENGINEER SEAL 4843 REGISTE ARCHIT I `4 I C . c JOSEPH D. VACCARO `aTATE OF WASHINGTON REVISION SCHEDULE DESCRIPTION DESIGNED ET: TM CHEMED BY: DA DRUM BY: KW Amon]) BY: TM VERIO PREMIER DATA CENTER TUKWILA FACILITY 3333 120th PLACE SOUTH TUKWILA, WA. 90168 RECEIVED SCALE: CIIY OF TUKWILA SEr IIJOG PERMIT CENTER DRAWING TIME TITLE SHEET 1500 CI'M11BST BLVD. HOUSTON. TEXAS 77042 TELEPHONE (715) 266 -5900 FAX (719) 266 -2089 N?i;w 2 NUMBER I DRAWLED mum 1954-30-023 COMPUTER ROOM AIR HANDLING UNIT SCHEDULE DISREGARD LEGEND ITEMS NOT INDICATED ON DRAWINGS MARK CAHU LOCATION Q TOTAL CFM EXT SP "I-1,0 MOTOR HP, VOLT, PHASE & HERTZ TYPE TYPE Q2 COOLING COIL ELECTRIC REHEAT HUMIDIFIER FILTER BASIS OF DESIGN Q REMARKS PROVIDE PRE -WIRED CONDENSATE PUMP AND LEAK DETECTOR SYSTEM COI CFM MIN SENSIBLE CAPACITY BTUH MIN TOTAL CAVORT BTUH DX REFRIGERANT/ No. OF COMPRESSORS MAX. MAX SUCT. TEMP ° F MA F ACE VELOCITY EDB F EW B F MIN. CA BTU HR STAGE KW C APACITY LBS HR KW TYPE T. ASH 52 76 No. SIZE /� L ` MANUF. 24X24 MODEL No. ** UNIT WT. 1605 1 -4 CUSTOMER UrS /BATTERY i 10,000 0.8 10/460/3/60 UP FLOW 10.000 268,400 300,600 YES R - 22/2 45 500 72 58.6 76,835 2 22.5 30 10.2 ELEC. 30 2 2 20x25 16x25 DATA -AIRE - -fJ- DAAU- 26 -3 -4 5 -6* VERIO UPS /BATTERY 5 0 1 7 460/3/60 / UP FLOW 5,500 116,900 117,500 1 YES R -22 2 / 45 500 72 58.6 51,225 2 15 20 6.9 ELEC. 30 3 20x25 DATA -AIRE QDAAU- 1 10 -3 -4 1090 PROVIDE PRE -WIRED CONDENSATE PUMP AND LEAK DEFECTOR SYSTEM 7- 6 COLOCATE 2 14,000 0.8 3 5/460/3/60 DOWN FLOW 14,000 342,900 361,300 YES R - 22/2 45 500 72 58.6 102,450 2 30 30 10.2 ELEC. 30 3 20x25 DATA -AIRE • DAAD- 30 -3 -4 2050 PROVIDE PRE -WIRED CONDENSATE PUMP AND LEAK DETECTOR SYSTEM CHS CHILLED WATER SUPPLY VALVE BOX Q -CHR- CHR CHILLED WATER RETURN [-F GAGE COCK -CWS- CWS CONDENSING WATER SUPPLY -- NI- -- BUTTERFLY VALVE -CWR- CWR CONDENSING WATER RETURN --Di -- PLUG VALVE -HWS- HWS HOT WATER SUPPLY � 17-18 DATA CENTER 10,000 0.8 10/460/3/60 �� 10,000 268,400 300,600 YES 0 - 22/2 45 500 72 58.6 76,835 2 22.5 30 10.2 ELEC. 30 3 20x25 DATA -AIRE DAAD- 26 -3 -4 1605 PROVIDE PRE -WIRED CONDENSATE PUMP AND LEAK DETECTOR SYSTEM 19 -21 VERIO NETWORK 14,000 0.8 3 - 5 460/3/60 / DOWN FLOW 14,000 342,900 361,300 YES R - 22/2 45 500 72 58.6 102,450 2 30 30 10.2 ELEC. 30 - 20x25 DATA -AIRE DAAD- 30 -3 -4 2050 PROVIDE PRE -WIRED CONDENSATE PUMP AND LEAK DETECTOR SYSTEM 22 -33 COLOCATE 1 14,000 0.8 3 5/460/3/60 DOWN FLOW 14,000 342,900 361,300 YES R - 22/2 45 500 72 58.6 102,450 2 30 30 10.2 ELEC. 30 - 20x25 DATA -AIRE DAAD- 30 -3 -4 2050 PROVIDE PRE -WIRED CONDENSATE PUMP AND LEAK DEFECTOR SYSTEM 34 -43 COLOCATE 3 14,000 0.8 3 5/460/3/60 DOWN FLOW 14,000 342,900 361,300 YES R - 22/2 45 500 72 58.6 102,450 2 30 30 10.2 ELEC. 30 - 20x25 DATA -AIRE DAAD- 30 -3 -4 2050 PROVIDE LEAK DEFECTOR CONDENSATE PUMP TOR SYYSTEM LEGEND DISREGARD LEGEND ITEMS NOT INDICATED ON DRAWINGS SYMBOL ABBREV. DESCRIPTION SYMBOL ABBREV. DESCRIPTION PATTERN REMARKS SUPPLY DUCT _____,,,,\,-. X THERMOMETER WELL 0.5 24X24 O.A. RETURN OR EXH.DUCT ilk TITUS MODEL TDCA -AA THERMOMETER 111_1 1 VD VOLUME DAMPER --1I I- 24X24 UNION R ® FSD FIRE /SMOKE DAMPER - ly--- X STRAINER OT 24X24 THERMOSTAT 4 WAY TITUS MODEL TDCA -AA REDUCER AS NOTED OH 200 HUMIDISTAT } AS NOTED ON DRAWING GAGE A E DIFFUSER MARK 506 X FLEXIBLE JOINT 100 NECK SIZE 22 X 22 CFM TITUS MODEL 50F F ANCHOR i\ VTR VENT THRU ROOF - -fJ- - VENTURI FLOW TUBE Q FCO FLOOR CLEANOUT A SOLENOID VALVE -- CW COLD WATER _-4i--- BALL VALVE - - -- HW HOT WATER SUPPLY QF FIRESTAT - - - -- HOT WATER RETURN -HG - HG HOT GAS - -- VENT - L- L REFRIGERANT LIQUID - SD - SD STORM DRAIN - 5- S REFRIGERANT SUCTION - G - G GAS GATE VALVE pQ -PCD- PCD PUMPED CONDENSATE DRAIN GLOBE VALVE M -CD - CD CONDENSATE DRAIN • CHECK VALVE -CHS- CHS CHILLED WATER SUPPLY VALVE BOX Q -CHR- CHR CHILLED WATER RETURN [-F GAGE COCK -CWS- CWS CONDENSING WATER SUPPLY -- NI- -- BUTTERFLY VALVE -CWR- CWR CONDENSING WATER RETURN --Di -- PLUG VALVE -HWS- HWS HOT WATER SUPPLY � TWO -WAY CONTROL VALVE -HWR- HWR HOT WATER RETURN ICI THREE -WAY CONTROL VALVE - #S - #S # OF STEAM SUPPLY -C6- PRV PRESSURE REDUCING VALVE - #R - #R # OF STEAM RETURN 1--- RV PRESSURE RELIEF VALVE - A - A COMPRESSED AIR L\,'Z I; , 1H pp DUCT DETECTOR DIFFUSER & GRILLE SCHEDULE MARK CFM RANGE I dns I '1321 I'HX3 TYPE DUCT CONNECT SIZE PATTERN REMARKS A 0 -110 X 800 0.5 24X24 6" 0 4 WAY TITUS MODEL TDCA -AA B 111 -225 X 650 0.5 24X24 8" 0 4 WAY TITUS MODEL TDCA -AA C 226 -380 X 100 0.375 24X24 10" 0 4 WAY TITUS MODEL TDCA -AA EF -4 AS NOTED CENTRIF 200 X CEILING MOUNTED AS NOTED ON DRAWING _ TITUS MODEL 350FL E 0 -1000 CENTRIF X 0.500 24X24 NECK SIZE 22 X 22 - TITUS MODEL 50F F 0 -350 X S G GRILLE GRILLE L 10 "x8" 0 - TITUS MODEL 350FS EXHAUST FAN SCHEDULE MARK SERVICE TYPE CFM SP H2O VO PS/ PH /HZ FAN RPM INTERLOCK WITH REMARKS EF -1 RESTROOMS CENTRIF 800 0.5 1/4 1435 RTU -2 GREENHECK GB -90 EF -2 RESTROOMS CENTRIF 650 0.5 1/4- 120/1/60 1285 RTU-1 GREENHECK GB -90 EF -3 RESTROOM CENTRIF 100 0.375 1/4- 120/1/60 1006' RTU -1 DREEENHEC< GP 70 EF -4 VERIO UPS CENTRIF 200 0.375 1/4- 120/1/60 1290 CONTINUOUS GREENHECK GB -70 EF -5 CIJST. UPS CENTRIF 600 0.500 1/4-120/1/60 1260 CONTINUOUS GREENHECK GB -90 DATA AIRE DART II SCHEDULE ZONE MARK LOCATION CAHU SERVED 1 DART II CUSTOMER UPS /BATTERY CAHU -1 THRU 4 2 DART II VERIO UPS /BATTERY CAHU -5 AND 6 3' DART II COLOCATE 2 CAHU -7 THRU 16 4 DART II DATA CENTER CAHU -18 THRU 20 5 DART II VERIO NETWORK AREA CAHU -21 THRU 25 6 DART II COLOCATE 1 CAHU -26 THRU 36 « ONE UNIT IS REDUNDANT. «* PROVIDE 18" HIGH SEISMIC FLOOR STAND FOR DOWNFLOW UNITS. A 3 MARK ACC 1 -4 6 7 -16 17 -18 21 22 -33 34 -43 5 MIN. CAP. BTU H 296,200 114.200 351,900 296,200 351,900 351,900 351,900 REFRIG- ERANT R -22 R -22 R -22 R -22 R -22 R -22 R -22 * ONE UNIT IS REDUNDANT. 1Q VOLTS/ PH /HZ 460/3/60 460/3/60 460/3/60 460/3/60 460/3/60 460/3/60 460/3/60 AIR COOLED CONDENSER UNIT SCHEDULE UNIT MAX. KW UNIT WEIGHT LBS 530 300 610 530 610 610 610 « OPERATING KW ** SUPPLEMENT ELECTRIC HEATING * ** WITH SCR CONTROLS * ** *RTU -1, 2 & 5 HAVE ECONOMIZERS WITH POWER EXHAUSTERS 3Q AND SMOKE DETECTORS. NO. 3 4 3 4 4 4 FAN GENERAL NOTES THESE GENERAL NOTES APPLY TO ALL MECHANICAL SHEETS. IN ANY CASE WHERE A PIPE OR DUCT SHOWN ON A PLAN SHEET DIFFERS FROM THAT SHOWN IN A SCHEMATIC OR DETAIL. USE THE LARGER OF THE TWO SIZES SHOWN. PIPING SHOWN ON EACH PLAN IS RUN ABOVE THE CEILING ON THE FLOOR WHERE R IS SHOWN UNLESS OTHERWISE NOTED. ALL ELEVATIONS INDICATED IN THIS WAY (8' -0 ") ARE THE ELEVATIONS FROM THE FINISHED FLOOR DIRECTLY BELOW TO THE BOTTOM OF THE BARE PIPE OR DUCT. MOUNT THERMOSTATS AND HUMIDISTATS 48 INCHES ABOVE FINISHED FLOOR AND CENTERED ABOVE THE LIGHT SWITCHES WHERE BOTH OCCUR IN THE SAME LOCATION. UNLESS OTHERWISE NOTED. NORMAL DESIGN CONDITIONS SUMMER WINTER OUTSIDE 85 ° F db & 66 wb 14 ° F INSIDE 72 ° F db & 45% RH 72 ° F PROVIDE COMBINATION FIRE SMOKE DAMPERS IN ALL DUCTWORK PIERCING FLOORS, FIRE WALLS AND AIR CONDITIONING CHASES. UNLESS OTHERWISE. NOTED. COORDINATE LOCATION OF CEILING AND DIFFUSERS GRILLES WITH LIGHT FIXTURES. ALL NEW PIPING, EQUIPMENT AND DUCTWORK SYSTEMS SHALL BE INSTALLED WITH LATERAL AND LONGITUDNIAL RESTRAINTS PER CITY OF SEATTLE CODES TO MEET SEISMIC ZONE REQUIREMENTS IN TUKWILA, WA. HP 1/2 1/2 1/2 1/2 1/2 1/2 1/2 ROWS MIN. AREA CONDENSER MAX. COND. TEMP F 115 115 115 115 115 115, 115 AMBIENT TEMP ° F 85 85 85 85 85 85 MATCHING W /CAHU 1 -4 5 -6 8 -16 18 -20 21 -25 85 26 -36 37 -40 REMARKS DATA -AIRE DARC -28 -3 -4LD DARC -11 -3 -4LD DAR C- 30- -3-4LD DARC -28 -3 -4LD DARC -30 -3 -4LD DARC -30 -Z -RID DARC -30 -3 -4LD 2\ MARK RTU 1 2 3 VOLTS/ PH /HZ 46 0/3/60 460/3/60 460/ MAX. KW 10.70 10.70 9 10 46 0/3/60 TOTAL CFM 6250 6250 1200 1800 8.0 460/3/60 2000 ROOF TOP AIR CONDITIONING UNIT SCHEDULE UNIT FRESH AIR CFM 1000 1000 1200 1800 150 EXTER. SP "H20 0.7 0.7 0.5 0.5 0.5 EER 10.5 10.5 SUPPLY FAN HP /VOLTS/ PH /HZ 5/460/3/60 5/460/3/80 - /460/3/60 - /460/3/60 9.0 - /460/3/60 UNIT WEIGHT LBS 1650 1650 905 905 680 TOTAL MIN.TOTAL MIN.SEN. EDB EWB CAPACITY /KW CFM CAP.BTUH CAP.BTUH ° F ° F 6250 169,000 6250 169,000 1200 50,000 1800 67,000 2000 65,600 COOLING COIL * *HEATING COIL 136,000 73.2 60.8 86,000/25.5 136,000 73.2 60.8 40,000 57,000 46,900 85 85 86,000/25.5 66 60,000/18 * ** 66 112,750/34 * ** 72.9 60.4 46,440/14 COND. EAT o 85 85 85 REMARKS CARRIER 5OHJQ015 -6 HEAT PUMP * * ** 85 CARRIER 5OHJQ015 -6 HEAT PUMP * * ** DESERT- AIRE -QS06 CAB. Q DESERT - AIRE -QS08 CAB. Q 85 CARRIER 50TJ0007 HEAT PUMP * * ** NOTE: REGISTERS, GRILLES AND CEILING DIFFUSERS SHALL BE FURNISHED WITH MOUNTING FRAMES AND /3 \FEATURES COMPATABLE WITH THE CEILING TYPE. c dd n . o an e ( any d , of rd nrsce. Roc,,pf of Gm copy of approved plans acknowle deed- J115.+N By `146^) 4, oo SEPARATE PERAIT'. REQUIRED FOR, L _- II JISECHANICAL iLE'OTRICAL La PLUMBING Li GAS PIPING CITY OF TUKWILA REVISIONS ",! L BE MALE TO r= REVISION NO._L_ VERIO 141 HOOD ST., SUITE 700 DLGS, TE. TE (214) 525 -I144 FAX (214) 528 -I411 RE. DATE Rif:. SCHEDULE DESCRIPTION BY A A A A A A fl Lockwood, Andrews & Newnam, Inc. A SUBSIDIARY 02 LEO A DALY 1500 CITYIIEST BLVD. HOUSTON, TEXAS 77042. TELEPHONE (712) zee -e0oo PAZ (712) 20e-Rom ARCHITECT /ENGINEER SEAL R A/ IZ•ISCO 7/19/90 7/31/90 s/ /so 12/14/90 DRAWING TITLE MECHANICAL SCHEDULES /DeWM. /2 ADCEw11Y ADDENDUM /4 ISSUED F9R 09NSIRUCDC14 ADDENDIIYB DAB DAB DAB SBH DESIGNED BY: SZL CHECKED BY: S71 DRAWN BY: DAB APPROVED BY: S71 PRD VERIO PREMIER DATA CENTER TUKWILA FACILITY 3333 120th PLACE SOUTH TUKWILA, WA. 90168 SCALE: LAN PROJECT NUMBERI DRAWING NUMBS 1954 - 30 - 023 DALY PROJECT NUMBER 141400 -00 12 13 14 ; (15 18 10/1 14/1 16 / 1 CAHU4 -9 L :err 1111111 oo K vA ® i:iY ® :ANT MIZIENCIEREMEMMI 9 elm= ® g p� y p airsto in oo x z. MN= 19 re . ,m r A CAHU -15 , X19 SPLIT CAHU -13 10/ VERC C' F •'I ,'FOR BAT T BATT BA TERMINATE EXHAUST MR GRILLE 6" A.F.F UPS 500 'K CORRIDOR 1•1•121.6 16110.1411•1 INN TIEF DA_.. CON , AI M ' 12 / .. 1� Y • - 20 1 tea` _J _, 'N . 28/16 25 CUBICLE 1 ;8'. X 34 20 12 • 2/10 7 BREAK 2/12►1 AREA 1 12/12 8 OFFICE OFFICE. 12/12 12/1 OF FI1:;E u -2r MATCH -LINE I niL 6/6 DUCT UP TO EF -3 ON 4 1 14Al2 0 SCALE: 3/32" = 1' -0" CAHU -7 E ii /A-7 PROVIDE 234 FLR. GRLS. AT 600 CFM EACH. 6/6 RUNOUT DUCT. TYP. ® COLOCATE 2. INSTALL VOLUME DAMPER IN EACH BRANCH DUCT OFF THE MAIN DUCTS. (SUPPLY, RETURN AND EXHAUST). 3. ALL DUCT WORK IN UPS /BATTERIES ROOMS AND ELECTRICAL ROOMS SHALL BE MINIMUM 6' -0" ABOVE ELECTRICAL EQUIPMENT. r 7 t L CAHU-11, \ aa, CAHU - 1 6 it' 1 CAHU -+1Q Q r CAHU —S TERMINATE EXHAUST AIR GRILLE 6" PARTIAL FLOOR PLAN HVAC GENERAL NOTES: 1. STRATEGICALLY LOCATE FLOOR GRILLES FOR OPTIMUM COOUNG PERFORMANCE AND COORDINATE WITH EQUIPMENT LOCATIONS. MANUFACTURER OF RAISED FLOOR SHALL PROVIDE FLOOR GRILLES AND SLIDE DAMPERS. LJ r J 8/10 14/14 VD 1 PLAN NOTES; OQ ROUTE TWO SETS OF REFRIGERANT UNES FROM CAHU TO ACC ON ROOF. COORDINATE WITH MANUFACTURER FOR EXACT SIZE OF THE REFRIGERANT UNES. REFER TO CAHU SCHEDULE FOR MATCH SETS OF CAHU AND ACC. TYP. FOR ALL CAHU'S. ® ROUTE 3/4" PUMPED CONDENSATE DRAIN UNE TO THE COMMON HEADER ABOVE CEILING. TYPICAL FOR ALL CAHU'S IN COLOLATE 2, VERIO NETWORK, DATA CENTER, NOC AND UPS /BATTERY ROOMS. REFER TO DWG. M2.4 FOR PIPE ROUTING. 0 1/2" COLD WATER UNE TO HUMIDIFIER SYSTEM IN CAHU. REFER TO PLUMBING PLANS FOR LOCATION OF COLD WATER SUPPLY UNE. TYPICAL FOR ALL CAHU'S IN AU. AREAS. ® ROUTE HARD DUCT DOWN TO SUPPLY AIR GRILLE AT CEIUNG. TYPICAL. 10 "x6" SPLIT IN 16/16 VERTICAL DUCT — rl - f VD III 1 �IJ 10 "x8" SPLIT 8/6 RTU -3 ON ROOF x12/10 10/8 El 8/8 NETWORK WORK ® PROVIDE DATA AIRE DART II CONTROL PANEL TO CAHU -1 TO 4. Q PROVIDE DATA ARE DART II CONTROL PANEL TO CAHU -5 AND 6. ® PROVIDE DATA AIRE DART II CONTROL PANEL TO CAHU -7 TO 16. ® PROVIDE DATA AIRE DART II CONTROL PANEL TO CAHU -17 TO 18. 0 PROVIDE DATA AIRE DART II CONTROL PANEL TO CAHU -19 TO 21. Q® ALL CAHU IN UPS /BATTERY ROOMS ARE UPFLOW AND WILL BE PROVIDED WITH 30" DUCT EXTENSION PLUS PLENUM WITH SIDEWALL GRILLE CONNECTED TO THE TOP OF THE CAHU. ®@ PROVIDE TURNING VANES IN THESE CAHU'S. WHEN CUSTOMER UPS /BATTERY ROOM GOES INTO ALARM MODE, FIRE /SMOKE DAMPER FSD -1 SHALL BE ENERGIZED TO CLOSE. EQ. SP EQ. SPLIT 11P. 2 r 10/14 DUCT UP 18 TO EF 1 ON ROOF 12 E 0 WHEN COLOCATE 2 WOES INTO ALARM MODE, FIRE /SMOKE DAMPER FSD -1 AND FSD -2 SHALL BE ENERGIZED TO CLOSE. ® WHEN VERIO NETWORK AREA AND /OR DATA CENTER GO INTO ALARM MODE, FIRE /SMOKE DAMPER FSD -3 SHALL BE ENERGIZED TO CLOSE. © ® ROUTE 18 "x12" SA AND 20 -x12" RA DUCTS UP THRU ROOF TO RTU -5. ® WHEN VERIO UPS / BATTERY GOES INTO ALARM MODE, FlRE /SMOKE DAMPER FSD -4 SHALL BE ENERGIZED TO CLOSE. ® PROVIDE FIRE DAMPER IN EACH DUCT PENETRATING THRU THE ARE RATED WALLS IN THIS ELECTRICAL ROOM. PROVIDE EXTERNAL INSUURON ON AU. SUPPLY & RETURN DUCTS WITH AN R VALUE OF 5.5 MINIMUM OR PER STATE OF WASHINGTON ENERGY CODE. DUCTS SHALL BE SEALED PER LATEST EDITION OF SMACNA, TABLE 1 -2, DUCT SEALING REQUIREMENTS. VERIO PWJJEHIHG / ARCHTTBCTIIRE / ENOINP.E mm / MTBRIQRS 3141 HOOD ST., SUITE 700 DALLAS. TERAS 76219 TELEPHONE (214) 528 -1144 PAS (214) 526 -1411 N0. A A I' min Lockwood, Andrews & Newnam, Inc. A SUBSIDIARY OF no A DALY 1500. CITYIFEST BLVD. BOUSTON, TEC. 77042 TELEPHOR (713) 288 -8900 PAR (713) 266 -2089 DATE 7/19/00 7/31/00 8/30/00 12/14/0[ ORANN BY: DAB DRAWING TITLE ARCHITECT /ENGINEER SEAL REVISION SCHEDULE DESCRIPTION AOOOM M /2 ADDENDUM ft ADDENDUM p DESIGNED BY: SEE CHECKED BY: SEL APPROVED BY: $ PROJECT TITLE VERIO PREMIER DATA CENTER TUKWILA FACILITY 3333 120th PLACE SOUTH TUKWILA, WA. 90168 DAB DAB DAB 6I1 SCALE: eT PARTIAL FLOOR PLAN HVAC LAN PROJECT NUMBER I DRAWING NUMBER 1954- 30 -023 B1GEIV,9, , TER rEBMR ON �- 1 -- 11 1 1 n f L • IN THIS ROOM, PROVIDE 234 FLOOR GRILLES AT 600 CFM EACH. CAHU -43 IF • ®® J CAHU -42 / W.0 NR"\N w o NI ■ , CAHU -32 „.16/6 2J x' / CAHU-31110 © 0 �8 /6 CAHU -41 _ 3 ■r ® 0 IIII •\ a • !' ■ OAHU QUALLY 1 spin VERTICAL 12/10 r VD 1 - ) _ - :;_ ,A, © CO OAHU -29 , y , I/ Il ` � ,il _ . 8 -. -40 ® 8/8 12/10 , 8/10 - ® CAHU -39 10/10, VDL__ �— .. • 6 R 0 N • � 6 Rikll 3,1— ON ROOF CAHU -27r as - 4444 i LJ\10 tL�cc li La14 d ® CAHU -37 A® - ' • ® CAHU -33 0 2811=4 %O / / /O ■r -. . /9 . It ill M '// ---- H —LINE - - - - -- - - - - - -- — -- —- _ --�— — -� Iiii 1 ® \` 0 \ 0 IN THIS ROOM, PROVIDE 280 III \ 0 I CAHU -22 FLOOR GRILLES AT 600 CFM EACH. j 0 ii , U -26 CAHU -25 $ a L CAHU -2 < p6 ■ , , OAHU -24 0 / %/� - -� • 10 MATC Lockwood, Andrews & Newnam, Inc. A SUBSIDIARY 0 ISO A DALY 1500 CITYRESC BLVD. HOUSTON, TEXAS 77042 TELEPHONE (713) 268 -6900 FAX (710) 2e0-2089 PLANNING /ARCHITECTURE / ENCMEMtNG / [MEM . S141 HOOD ST., SUITE 700 MIAS, TEXAS 76219 TELEPHONE (214) 526 -1144 PAX (214) 526 -1411 8/30/00 12/14/02 ARCHITECT /ENGINEER SEAL SIGN SCHEDULE DESCR,PTION H PARTIAL FLOOR PLAN HVAC SCALE: 3/32" = 1' -0" GENERAL NOTES; 1. STRATEGICALLY LOCATE FLOOR GRILLES FOR OPTIMUM COOLING PERFORMANCE AND COORDINATE WITH EQUIPMENT LOCATIONS. 2. INSTALL VOLUME DAMPER IN EACH BRANCH DUCT OFF THE MAIN DUCTS. (SUPPLY, RETURN AND EXHAUST). 3. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATION OF DIFFUSERS AND GRILLES. PLAN NOTES;, c ROUTE TWO SETS OF REFRIGERANT ONES FROM CAHU TO ACC ON ROOF. COORDINATE WITH MANUFACTURER FOR EXACT SIZE OF THE REFRIGERANT LINES. REFER TO CAHU SCHEDULE FOR MATCH SETS OF CAHU AND ACC. TYP. FOR ALL CAHU'S. ® ROUTE 3/4' PUMPED CONDENSATE DRAIN UNE TO THE COMMON HEADER ABOVE CEILING. TYPICAL FOR ALL CAHU'S IN COLOCATE 1 AND 3. REFER TO DWG. M2.4 FOR PIPE ROUTING. ® 1/2" COLD WATER UNE TO HUMIDIFIER SYSTEM IN CAHU. REFER TO PLUMBING PLANS FOR LOCATION OF COLD WATER SUPPLY UNE. TYPICAL FOR ALL CAIIU'S. 04 TY ROUTE PICAL. HARD DUCT DOWN TO SUPPLY AIR GRILLE AT CEILING. ® ROUTE DUCTWORK UP HIGH TIGHT TO STRUCTURE FOR SIESMIC RESTRAINT INSTALLATION. ® PROVIDE DATA -AIRE DART II CONTROL PANEL TO CAHU -22 TO 33. • PROVIDE DATA -AIRE DART II CONTROL PANEL TO CAHU-34 TO 43. ® PROVIDE TURNING VANES FOR THESE CAHU'S. D.1 (Ln- 12 8 ® WHEN COLOCATE 3 GOES INTO ALARM MODE, FIRE/SMOKE DAMPER FSD -5 SHALL BE ENERGIZED TO CLOSE. ® WHEN COLOCATE 1 GOES INTO ALARM MODE, FIRE/SMOKE DAMPER FSD -6 SHALL BE ENERGIZED TO CLOSE. • PROVIDE EXTERNAL INSULATION, ON ALL SUPPLY AIR < DUCTS WITH AN R VALUE OF 5.5 MINIMUM OR PER STATE OF WASHINGTON ENERGY CODE. DUCTS SHALL BE SEALED PER THE LATEST EDITOR OF SMACNA, TABLE 1 -2, DUCT SEALING REQUIREMENTS. rriwo& 200 DESIGNED BY: SZL CHECKED BY: SZL DRAIN BY: DAB APPROVED BY: SIl. PROJECT TITLE VERIO PREMIER DATA CENTER TUKWILA FACILITY 3333 120th PLACE SOUTH TUKWILA, WA. 90168 LNG TITLE SCALE LAN PROJECT NUMBER 1954 - 30 - 023 DALY PROJECT NUMBER 141400 - 00 DRAWING NUMBER 12 Q ..v OF PARTIAL PENT Er,;En FLOOR PLAN HVAC I' ( \___., (pi) @ vERIG ..4s,. , e & 1 1 11 . ACC-4, �= ,i N 11 _ - , 1 $ , lo LEO A FLAMING / ARCHM3CTIRSE 3141 HOOD Si., = 700 THLEPHONS (21;525-1141 P. klbk DALY / ENGINEERING / OHS (21.) 520-1.1 . .1 0 , ., _ _ & 1 . „,. - ,, t. ® aal 0 EACH AIR COOLED CONDENSER (ACC) SHALL BE MOUNTED ON THE NEW STRUCTURAL FRAME ON EXISTING ROOF WITH NEOPRENE PADS AT EACH CORNER. PM TO FRAME ".r/H -..i U, ACC. NUTS, BOLTS AND , ,l'A,ERS. TYPICAL :-.L.'R EA ® RTU—I 2, 3, 4 AND ION 5 ISOLATO SHALL RS BE MOUNTED ON NEW STRUCTURAL FRAME ON EXISTING TH BETWEEN RTU CHANNEL AND STRUCTURAL: FRAME, A. _ !'N/%1'.4 NI Ac-37 ACC ' lir,7'.3 ''ii &I & 1 1 '" AGCmlii .,,, ... , _ h.. 0 ' 'I 1 1 4 1° 'n i ,,APRE I Lockwood, Andrews & Newnam, Inc. 1 .6. f& LaC. =1.1. 'A ACC-12, a &.: i N _ & ...•I . i ii ROC' VIBRAT BOLTED IN PLACE PER LOCAL SEISMIC CODE I ® ROUTE EACH DUCT THRLI ROOF USING A DUCT CURB, FLASHING AND COUNTERFLASHING. SUPPLY AND RETURN AIR DUCTS SHAU. BE EXTERNALLY INSULATED AND WEATHERPROOFED PER SPECIFICATIONS. A SUDSDHARY OF LEO A DI: HOUSTO N TEVAS 2 7704Z 1500 CITTWE (7 ST ,3 1 , 3 ‘ LI:. 6.0 ,D) 206-255 ARCHITECT/ENGINEER SEAL 0 ... ,--. , \ .,,,,,,.....;,, ; - /y1 AM '. , ACC=1.a MC=12 N1 : N - ACC=2.4 . • Adr..23. : " ■ ■ GENERAL NOTE S: . & — MECHANICAL EQUIPMENT SUPPLIER IS RESPONSIBLE FOR CONNECTION OF THEIR EQUIPMENT TO STRUCTURAL SUPPORTS , Air...11. ■ _ 1 _ I A N sn..-E N ,,,,,,., ASLC=113 V A DA .4.. : ..... A A I .. , * . 1 1 1 ASZ= (..,) Z _ c,..."` ACC 18/121 N r 0 . t. ■ ACC =Z 1 L. ,... A RPJ,-.5 REVISION SCHEDULE I I. E_2. L : 1...." — ri-,:-.1 gi di - I ifr_.._.,..______. BB DUCT SUPPORT V'Zil 0.-......, 3 • REV DA DESCRIPTION A 7/./. AMON (2 DAB /00 mcevuo F3 DAB A vv. A...... 0 . A e,i00 MED STRUCTM4 9314 A 04p- meow f5 gm A DESIGNED BY B. CHECKED BY Sa g 0 0 . e DRAWN BY DAB APPROVED BY S77- PROJECT TITLE VERIO PREMIER DATA CENTER TUKWILA FACILITY 3333 120th PLACE SOUTH TUKWILA, WA. 90168 -- li■ ; c i .. .• i ' : Stilc 7- i . .• . 1 ..•: ""--, ArN 11 111 SCAI E • 111/ 'r .• .• : .• • • . DRAWING TITLE ROOF PLAN Hvag„... , vesigt cew. .• . ROOF PLAN HVAC SCALE: 1/16- — 1.-0" ry) 0 n -- 9 LAN PROJECT NUMBER 1954 DALY PROJECT NUMBER 141400-00 DRAWING NUMBER 11112.3 DATE 8 9 ' 12 / K14 16 LED ADALY PLANNING /ARCHITECTURE / ENGINEERING / INTERIORS 0141 HOOD ST., SUITE 700 DAILS, TEXAS 75219 TELEPHONE (EH) 528 -1141 FAX (214) 520 -1411 7/14/00 7/!1/R0 1500 CITYEEST BLVD. HOUSTON. TEXAS 77042 TELEPHONE (710) 262 -am PAY (710) zee -zUee ARCHITECT /ENGINEER SEAL {5D0 !a a;; ES 8 -I•OI_ REVISION SCHEDULE DESCRIPTION B/30/00 ADDENDUM MO O/2E/00 BOB P011 CONSOUCOON 2/14 /0C MOM /5 CHECKED BY: SL. SBH (10) ROUTE 2' CONDENSATE LINE DOWN TO FLOOR D. AND TERMINATE WITH 1' GAP ABOVE OPEN GRATE PLBG. DWG. FOR EXACT FLOOR DRAIN LOCATION. EQUIPMENT PIPING PLAN HVAC SCALE: 1/16" = 1' -0" D GVIl -i `TAMU - S '1- A17 4151_■li 11111, 1 1/2' ROUTE 2 CONDENSATE ORAT UNE DOWN TO FLOOR DRAIN AND TERMINATE WITH 1' AIR GAP ABOVE OPEN GRATE RE PLBG. - DWG. -FOR EXACT FLOOR DRAIN LOCATION. ©C C C ©C CC ©C CD ;NY L % / / / / / /. . 000 ©0000©ooaaE000000 IMICIDEICEICILIOU=ZU GENERAL NOTES: 1. PROVIDE A CHECK VALVE IN THE VERTICAL RUN OF THE 3/4" PUMPED CONDENSATE DRAIN LINE FROM CAHU'S CONDENSATE PUMP UNIT. TYPICAL CAHU'S. 2. PCD LINE FROM EACH CAHU SHALL BE CONNECTED TO THE TOP OF THE GRAVITY CONDENSATE DRAIN HEADER LINE. PLAN NOTES: Q 1 �t LOCATE SLOPED CONDENSATE HEADER LINE ABOVE CEILING. ® PROVIDE A GAVANIZED DRIP PAN UNDER THIS PORTION OF CONDENSATE PIPING. nnn- VERI DESIGNED BY: DAB DRAEN DY: DAB APPROVED BY: EL. PROJECT TITLE VERIO PREMIER DATA CENTER TUKWILA FACILITY 3333 120th PLACE SOUTH TUKWILA, WA. 90168 DRAIN TIT SCALE: LAN PROJECT NUMBER 1954 - 30 - 023 DALY PROJECT NUMBER ^^T 141400 -00 EQUIPMENT PIPING PLAN CT 4 G Wla ING NUMBER IAA A .111 111-,1i SUPPLY N DUCT RE: PLAN DWGS. SIZE AND LOCATIO FOR ROOF TOP AIR CONDITIONING 0 AND AIR HANDLING UNIT 'DETAIL NOT TO NOTE: 1. REFER TO STRUCTURAL ROOF FRAMING DWG. FOR STEEL SUPPORT OF ROOF TOP UNITS. 2. RTU -1, 2, 3 AND 4 SHALL BE MOUNTED ON NEW STRUCTURAL FRAME ON EXISTING ROOF WITH VIBRATION ISOLATORS BETWEEN RTU CHANNEL AND STRUCTURAL FRAME, BOLTED IN PLACE PER LOCAL SEISMIC CODE. 3. ROUTE EACH DUCT THRU ROOF USING A DUCT CURB, FLASHING AND COUNTERFLASHING. SUPPLY AND RETURN AIR DUCTS SHALL BE EXTERNALLY INSULATED AND WEATHERPROOFED PER SPECIFICATIONS. CHECK VALVE PROVIDE FLOOR STAND FOR UNITS IN ROOMS WTIH ACCESS FLOORING. NOTE: 1. SUPPORT ALL PIPING THAT IS LOCATED UNDER ACCESS FLOORING WITH 2'4' REDWOOD RUNNERS AT 4' -0" ON CENTER. 2. REFER TO UNIT MANUFACTURER FOR REFRIGERANT PIPE SIZES. 3. CONTRACTOR TO COORDINATE WITH THE MANUFACTURER FOR ANCHORING ALL OAHU'S TO FLOOR STAND AND TO FLOOR TO MEET UNIFORM BUILDING CODE ZONE 3. REDUCED PRESSURE BACKFLOW PREVENTER DOWNFLOW COMPUTER ROOM AHU O 4 PIPING DETAIL NOT TO SCALE OUTSIDE AIR DAMPER WITH DAMPER ACCESS FLOORING SECURE UNFT TO STEEL FRAME PER MANUFACTURERS RECOMMENDATIONS EXISTING WOOD ROOF STRUCTURAL MEMBERS RETURN NR DUCT R RE• PUN DWGS. FO SIZE AND LOCATION EOWNFLOW COMPUTER ROOM AIR HANDLING UNIT (OAHU) r♦ DOMESTIC COLD WATER TO STEAM HUMIDIFIER. RE: TO PLBG. DRAWINGS HANGER R`\ ■ III SPRING RANGE r Q (RE SPEC' 1 CABLE RESERN T \\ 1/4 ' SIAC CHECK VALVE TRAPEZE STRUCTURE ANGLE CLIP C SEISMIC RESTRAINT FOR DUCT NOT TO SCALE NOTE 1. SUPPORT ALL PIPING THAT IS LOCATED UNDER ACCESS FLOORING WITH 2'x2' REDWOOD RUNNERS AT 4' -O" ON CENTER. 2. REFER TO UNIT MANUFACTURER FOR REFRIGERANT PIPE SIZES. DUCT TRAPEZE UPFLOW COMPUTER ROOM AHU O PIPING DETAIL 5 NQT TO SCALE ANCHOR TO STRUCTURE 30" DUCT EXTENSION AND PLENUM SUPPLY AIR SIDEWALL REGEISTER UPFLOW COMPUTER ROOM AIR HANDLING UNIT (CAHU) RETURN AIR '. SIDEWALL GRILLE MOUNT UNIT ON 4 NEOPRENE PADS 45.1(P MACHINE BOLT DOMESTIC COLD WATER TO STEAM HUMIDIFIER. RE: TO PLBG. DRAWINGS SECURE FLEXIBLE DUCT TO PLENUM COLLAR AND SPIN -IN FITTING WITH. S.S. SCREW CLAMP L REDUCED PRESSURE BACKFLOW PREVENTER 1 - CEILING DIFFUSER SECURE FLEXIBLE DUCT TO PLENUM COLLAR AND SPIN -IN FIRING WITH S.S. SCREW CLAMP INSULATION INSULATED FLEXIBLE DUCT - INSIDE DIAMETER AS NOTED ON PLANS. MAX. LENGTH 6" S.S. SCREW CLAMP NR FLOW NOT€: LENGTH OF DAMPER EQUAL TO OR GREATER MAN THE WIDEST DUCT TAP. DAMPER C) 3 DAMPER DETAIL NOT TO SCALE SPIN -IN FITTING WITH DAMPER, AND EXTRACTOR. i SUPPLY DUCT CEIL� LNG O 6 CEILING DIFFUSER CONNECTION DETAIL NOT TO SCALE VERla PUNNING / ARCHrrEcruRE / ElcMEERENG / INTERIORS 2141 HOOD ST., SUITE 700 DAI I M T5219 1EIEPSGT (214) 528 -lIH FAX (214) 520 -1411 Lockwood, Andrews R Newnam, Inc. 1500 CITYREST BLVD. HOUSTON, TEXAS 77042 TELEPHONE (713) 208 -5900 FAX (713) 280 -2080 REV N0. A 7/19/00 ADDErEADu 12 A 9/29/DO ISSUED FOR =mom k 12/14/CO AMOUR IX A A ism A SUBSIDIARY OF LEO A DALY 0 M TITL DATE A REVISION SCHCDU SCA DESCRIPII0 PERI NED BY: BZL CHECKED BY: SZL DRAWN BY: DAB APPROVED BY: BEL PROJECT TITLE VERIO PREMIER DATA CENTER TUKWILA FACILITY 3333 120th PLACE SOUTH TUKWILA, WA. 90168 MECHANICAL DETAILS GITL OFE(rv' P.A ,EP N PROJECT NUMBER I DRANING'NUMBEN BY DAB SBN ❑ FIRST FLOOR DEMOLITION PLAN MECHANICAL DEMOLITION KEYED NOTES: Q REMOVE ALL EXISTING LIEBERT UNITS WITH DUCTWORK AND PIPING SYSTEMS IN THEIR ENTIRETY. O REMOVE ALL SUPPLY AND RETURN AIR DUCTS ENTIRELY IN THIS ROOM ALL THE WAY UP THRU THE ROOF AND RELOCATE TO THE OTHER SIDE OF THE EAST WALL. Yt7 flO(Y 200 VERIOr PLANNING /ARCHITECTURE / ENGINEERING / MEMO 4141 HOOD ST., SUITE 790 DALLAS, TEXAS 75219 TELEPHONE (214) 528 -1144 PAY (214) 525 -1411 A A A Y Y Lockwood, Andrews & Newnan), Inc. A SUBSIDIARY OF LEO A DALY 1500 CM7fEST LL9D. HOUSTON, TEXAS 77042 TELEPHONE (713) 200 -5900 FAX (713) 288 -2089 DATE 12/14/OC ABCHfi8C7/ENGIIlU2 HEAL E69180ON SCHEDULE A N O V A jl DA9CMPSION ISSUED FOR CCNSREICHOI DEEPENED Eh SL CHEMED HD TM OWN Ef: DB APPEARED R: TM S91 MOW 776E VERIO PREMIER DATA CENTER TUKWILA FACILITY 3333 120th PLACE SOUTH TUKWILA, WA 90168 EWING SW MECHANICAL DEMOLITION PLAT o . p FIRST FLOOR Gr LAN PEW= MOM I OWING ROWER 1954 - 30 - 023 pEP ,2H ❑ 0 o ❑ KAP77ANIINIP nPuni ITInNI PI ANI. MECHANICA.. MEMANINE 0 ❑ MEZZANINE MECHANICAL DEMOLITION KEYED NOTES: ® REMOVE EXISTING GAS FIRED UNIT HEATERS IN THEIR ENTIRETY, INCLUDING THE FLUE SYSTEM. CAP ROOF OPENING WITH SAME MATERIALS. ® REMOVE ALL SUPPLY AND RETURN AIR DUCTS ENTIRELY IN THIS ROOM ALL THE WAY UP THRU THE ROOF AND RELOCATE TO THE OTHER SIDE OF THE EAST WALL. ® REMOVE TWO AHU'S ALONG WITH THE DUCTWORK AND PIPING IN THEIR ENTIRETY. ® REMOVE EXISTING CHILLED WATER PIPES IN THIER ENTIRETY ® REMOVE EXISTING CHILLED WATER PIPES OUTSIDE OF BUILDING THIER ENTIRETY. ® REMOVE EXISTING ROOF TOP UNIT AND DUCTWORK IN ITS ENTIRETY. CAP OPENING PER ARCHITECT'S INSTRUCTION. ✓ REMOVE EXISTING ELECTRIC WATER HEATER SYSTEM IN ITS ENTIRETY INCLUDING THE PIPES. REMOVE EXISTING SUPPLY AND ".ETURN AIR DUCTS FROM FIRST FLOOR UP'THRU THE ROOF AND RELOCATE 10 THE OTHER SIDE OF THE EAST WALL. CAP OPENING IN ROOF WITH MATCHING MATERIALS. ..er 2135" RANNINC /muumuu / ENGINEERING / D41®OOES 3141 HOOD SY., OTTE 700 DALLAS. TER.LS 78219 TELEPHONE (214) 828 -1144 FAX (214) 828 -1411 BIT. BM 9/29/00 12M4 /IX A =CNN HA HL CHUM B1: TM B UBB BT: DB APP901ID BL TM P801SCL 7BQt VERIO PREMIER DATA CENTER TUKWILA FACILITY 3333 120th PLACE SOUTH TUKWILA, WA. 90168 VERIO Len Lockwood, Andrews & Newnam, Inc. A SUBSIDIARY OF LEO A DALY 1500 CITYNBSF BLVD. HOUSTON, TEXAS 77042 TELEPHONE (715) 288 -0900 FAX (713) 288 -2089 B ENG arts AHCHSECON®RZE 8114 >rilSOB 901E T.B P807dGT xu,mm I MAIM man ' 1 MECHANICAL DEMOLITION PLAN MEZZANINE 0 ,rr 1 8 SO W10x12 0 1 650 # -� W10x12 W EXISTING 2X4 BRACES ©2' -0" O.C. EXISTING PURLINS © 8' -0" O.C. SCALE: 1 6 " =1 ' -0 STALL NEW 14J12 LIGHT -GAGE JOISTS DIRECTLY BELOW EXISTING 2X4 BRACING. PUNCH TOP FLANGE FOR NAILING. SECURE TOP FLANGE TO ALL EXISTING 2x4 BRACING WITH NAILS OR LAG SCREWS. TYPICAL ALL BAYS BETWEEN GRIDS D & H. SCALE: " =1' -0" cc W10x12 li 610 — EXISTING GLULAM BEAM W10x12 W 1 O x w W1Ox12 N) O W10x12 W10x12 W10x33 W10x12 W10x12 SIM. r 3 1650 #_ — O 0 W10x12 cc W,0 x12 SLAB REMOVAL PLAN 8 " 7 -WIRE GALVANIZED STRAND (MIN TENSILE CAPACITY =12 KIPS) DIRECTLY ABOVE CEILING GRID. TYPICAL ALL BAYS BETWEEN GRIDS D & H. ATTACH GRID CHANNELS TO TIE BRACING AT EVERY CROSSING POINT WITH A MINIMUM 10 GA WIRE TIE. PART PLAN - CEILING GRID TIE BRACING o SEP 2 9 2000 PERMISSIBLE ZONE OF SLAB REMOVAL ESCBU= - n0 ADDENDA #1 ADDENDA #3 610 300'# -• cc 530# (H O W10x12 X ref 6' -9 954 \Tukwila \Current \Mech \vtw -M2. dwg EXISTING EXTERIOR WALL Aft It W10x12 EXISTING EXTERIOR WALL W10x12 ((� Aft W10x12 W10x12 EXISTING GLULAM ROOF & ELECTRICAL YARD EQUIPMENT SUPPORTS PLAN 51.1 SCALE: 1 6 " =1' -O" V - 5 2000 Consulting Group, Inc. TELECOMMUNICATIONS 6755 OUSTER AYE SUTTE 200 GOLETA, CALIFORNIA 93117 PLANNING ,' ARCHITECTURE / ENGINEERING / INTERIORS 3141 HOOD ST., SUITE 700 DALLAS, TEXAS 75219 TELEPHONE (214) 526 -1144 FAX (214) 526 -1411 PROJECT TITLE DRAWING ism Lockwood, Andrews & Newnam, Inc. A SUBSIDIARY OF LEO A DALY 1500 CITYREST BLVD. H011STON, TEXAS 7702 TELEPHONE (713) 288 -8900 FAX (713) 266 -2089 ARCHITECT /ENGINEER SEAL 6/20/00 ISSUED FOR CONSTRUCTION. REVISION SCNIDU DESIGNED BY: WS CHECKED BY: TN DRAWN BY: WS APPROVED BY: TAA VERIO PREMIER DATA CENTER TUKWILA FACILITY 3333 120th PLACE SOUTH TUKWILA, WA. 90168 SCALE: PERMIT CPNiNA PROJECT NUMBER' DRAWING NUMBER 1954 - 30 - 023 DALY PROJECT NUMBER BY ROOF & ELECTRICAL YARD EQUIPMENT RECEOc0 T KWILA SUPPORT PLAN OF GLULAM BEAM 3 -8 "0 HOLES FOR 4 "0 TYPE X H.S BOLTS 3 "0 STD WEIGHT PIPE COLUMN -TYP. DETAIL -CABLE BRACE AT COLUMN SCALE: 4 " =1' -0" 4 -8 "0 EPDXY ANCHORS ©72" MIN CENTERS 42 "0 MIN. EMBEDMENT 1"0 HOLE x12 BENT IE. DETAIL -CABLE BRACE AT WALL `S2.1 SCALE: 4 " =1' -0" a A 5 SECTION S2.1 SCALE: 4 " =1' -0" I TYPICAL BASE PLATE DETAIL SCALE: 4 " =1 " -0 5 -8 0 x 6" LONG— - }- LAG SCREWS@ 2" O.C. 2 GA CLIP ANGLE 8 "CONN. PLATE -OPP. SIDE 8 "CONN. PLATE -TYP. V BASE IE7x9x4 WITH 4-:2 x 8" LONG LAG SCREWS. PRE -DRILL GLULAM BEAMS PRIOR TO INSTALLATION V \ V \ h V \ / \ j 8" I I TIMBER PILE DIAMETER 7' -6" L3x3x8 EACH SIDE OF COLUMN S2.1 1 INSTALL TIES AT 4 POINTS (APPROX. 6' CTRS) OF ALL EXISTING WOOD COLUMNS ON GRIDLINE D, E, F G & H TYPICAL COLUMN TIE DETAIL SCALE: 3 4"--- - 1'-0" EXISTING 2X4 BRACING EXISTING 6x15 JOISTS- 14J12 STEEL JOIST SECTION EXISTING GLULAM BEAM SCALE: 4 " =1' -0" 52'1 SCALE: 4 " =1' -0" n r_FMIrPATC P Pen 12 GA CLIP ANGLE 26' -88' W10x33 i"0 ALL - THREAD ROD WITH HEX NUTS & WASHERS EACH SIDE OF COLUMN EXISTING 12x12 WOOD COLUMN ELEVATION -FRAME A SCALE: 4 " =1' -0" 12" MIN. LAP SECTION NEW BARS TO MATCH EXISTING EXISTING GLULAM BEAM \ V \ Il V DETAIL AT SLAB CUT SCALE: 4 " =1 ' —0 THE REQUIRED WIDTH OF THIS PLATFORM MAY VARY WITH ACTUAL EQUIPMENT SELECTED. VERIFY ALL DIMENSIONS PRIOR TO FABRICATION 2' -0" MIN. EXISTING 2X4 BRACING 14J12 STEEL JOIST 64' -0" CUT EXISTING REINFORCING AT CENTER AND CLEAN —SAW CUT 12" MIN. IT \ i� / \ � i / \ i / i"0 HOLE 8x6 BENT f'L 8 "0 ALL - THREAD ROD I I I GENERATORS ) l l Jj \ / I\ JI 8" DIAMETER ) I\ JI J TIMBER PILE / \ / I \ / I \ / I \ / I \ / \ N 1» GENERATORS CL EXIST COLUMN BELOW ©® 3- TYPE SC H.S. BOLTS 7' -6" S2. 7• /~ \ 3' -4" 8 "STIFF. PLATE SECTION SCALE: 4 " =1' -0" 3' -4" _ I C EXIST COLUMN BELOW 8 "STIFF. PLATE TYPE SC H.S. BOLTS SEP 2 9 2000 PLANNING / ARCHITECTURE / ENGINEERING / INTERIORS 3141 HOOD ST.. SUITE 700 DALLAS, TEXAS 76210 TELEPHONE (214) 528 -1144 FAX (214) 526-1611 REV. 0. A A A Consulting Group, Inc. TELECOMMUNICATIONS Lockwood, Andrews & Newnam, Inc. A SUBSIDIARY OP LEO A DALY 1500 CITYHEST BLVD. HOUSTON. TEXAS 77042 TELEPHONE (713) 266 -6900 FAX (713) 266 -2089 DESIGNED BY: PROJECT TITLE CITY OF Tji i'IL5 I DRAINING APPROVED 6/30/00 8/03/00 DAL PROJECT NUMBER 41400 -00 6755 HOLISTER AVE SUITE 200 GOLETA, CALIFORNIA 93117 ARCHITECT /ENGINEER SEAL IEZniAES 10 /09/—a I 6/20/00 ISSUED FOR CONSTRUCTION. REVISION SCHEDULE DESCRIPTION ADDENDA 01 ADDENDA #3 S CHECKED BY: WS DRAINN BY: WS APPROVED BY: TAA VERIO PREMIER DATA CENTER TUKWILA FACILITY 3333 120th PLACE SOUTH TUKWILA, WA. 90168 SCALE: LAN PROJECT NUMBER I ORAl17NG NUMBER 1954 -30 -023 BY WWS WWS TTLe RECENEL SECTIONS ANiDAF TON4ILA DETAILS SEP - 5 2100 PERMIT CENT-91 7" THICK CONCRETE SLAB ON FILL REINFORCE WITH #4©12" O.C. EACH WAY TOP & BOTTOM TRANSFORMER PAD 0 _ 4 E 8" DIAMETER TIMBER PILE ©� TRANSFORMERS 16' -0" a 32' -0" ELECTRICAL POWER SWITCHBOAD PAD SCALE: A S2.2 8" DIAMETER TIMBER PILE / SECTION -EDGE BEAM SCALE: 4 " =1 -0" BEAM DETAIL @ CORNER SCALE: 4 " =1 -0" 16' -0" MASONRY NOTES /L BANK SAND OR NON- EXPANSIVE FILL (OR SOLID CONCRETE) NOTE: REFER TO CIVIL DRAWINGS FOR TOP OF PAD ELEVATION. GRADE BEAM DEPTH VARIES WITH SLOPE. DEPTH OF GRADE BEAM SHALL BE SUCH THAT BOTTOM OF GRADE BEAM IS 12 INCHES MINIMUM BELOW EXISTING PAVING. 8" DIAMETER TIMBER FILE I - #5T &B 3 - #6T& B 12" RETURN 0 CORNERS MORTAR SHALL CONFORM TO ASTM C 270, TYPE S,, WITH A MINIMUM COMPRESSIVE STRENGTH OF 1500 PSI. 5. ALL CELLS, LINTELS AND BOND BEAMS SHALL BE FILLED SOLID WITH COARSE GROUT OR CONCRETE AS DESCRIBED ABOVE. 1. MASONRY CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE UNIFORM BUILDING CODE, ACI -531, AND ACI -531R. DEFORMED REINFORCEMENT SHALL COMPLY WITH ASTM A 615, GRADE 60. SMOOTH WIRE SHALL CONFORM TO ASTM A 82. 2. HOLLOW CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90, NORMAL WEIGHT, TYPE N, WITH A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI ON THE NET AREA OF THE BLOCK. 4. COARSE GROUT SHALL CONFORM TO ASTM C 476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. SCALE: 4 " =1' -0 1' -0" ■ #3 TIES @ 10" O.C. 3 - #6 T & B SECTION- INTERIOR BEAM SCALE: 4 " =1 ' -0" BEAM DETAIL @ INTERSECTION TYPICAL BOND BEAM WITH 2 - #4 CONT. 1 - # VERTICAL 16" MAX. 0.0. GROUT ALL CELLS FULL WALL HEIGHT r SEE SECTION 2 FOR ADDITIONAL DETAILS SECTION AT SCREEN WALL SCALE: =1 -0" 8 DIAMETER TIMBER PILE 1 - #5T& B 3 - #6T &B 12" RETURN 0 CORNERS HORIZONTAL JOINT REINF 2 -NO 9 WIRES WITH CROSS WIRES 0 16" O.C. MAXIMUM 16" VERTICAL SPACING BETWEEN JOINT REINF OR BETWEEN JOINT REINF & BOND BEAM GENERAL NOTES CODE: UNIFORM BUILDING CODE - 1997 EDITION BASIC WIND SPEED 80 MPH, EXPOSURE B SEISMIC ZONE 3 FOUNDATION STRUCTURAL DESIGN CRITERIA COMPLIES WITH SOILS REPORT #40160.000, BY PBS ENVIRONMENTAL. FOOTING BEARING PRESSURE NONE. TIMBER PILE CAPACITY IS 40 KIPS (20 TONS). PLACE UNDER DIRECTION OF SOILS ENGINEER. DRIVE PILES TO 50 FEET BELOW EXISTING GRADE. SUBGRADE PREPARATION, DRAINAGE PROVISIONS, AND OTHER RELEVANT SHALL BE IN ACCORDANCE WITH SAID SOILS REPORT. CONCRETE MIX SUBMITTALS SHALL MEET UBC OR ACI -318 STANDARDS IN ESTABLISHING PROPORTIONS FOR SPECIFIED STRENGTH. USE OF ADMIXTURES CONTAINING CALCIUM CHLORIDE IS NOT ALLOWED. C ICRETE FOR FOOTINGS & FOUNDATIONS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,500 PSI AT 28 DAYS. MIXING AND PLACING OF ALL CONCRETE AND SELECTION OF MATERIALS SHALL BE IN ACCORDANCE WITH THE UBC, AND ACI CODE 318. PROPORTIONS OF AGGREGATE TO CEMENT SHALL BE SUCH AS TO PRODUCE A DENSE WORKABLE MIX WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. 1/2" CHAMFER ALL EXPOSED CONCRETE EDGES, UNLESS INDICATED OTHERWISE ON ARCHITECTURAL DRAWINGS. WATER CURING SHALL BE USED. REINFORCING STEEL ALL CONCRETE REINFORCING STEEL SHALL BE DEFORMED PER ASTM A615, GRADE 60 (FY = 60,000 PSI). LAP SLAB REINFORCING BARS 30 BAR DIAMETERS, UNLESS OTHERWISE NOTED. DETAIL STEEL IN ACCORDANCE WITH THE "ACI MANUAL OF STANDARD PRACTICE OF DETAILING REINFORCED CONCRETE STRUCTURES." COVER TO MAIN REINFORCEMENT TO BE: FOOTINGS 3 INCHES FORMED SURFACES - WEATHER FACE 1 -1/2 INCHES INTERIOR FACE 3/4 INCH STRUCTURAL STEEL NOTES 1. STRUCTURAL STEEL SHALL CONFORM TO ASTM A 36. L CONSIDERATIONS 2. STRUCTURAL STEEL PIPE SHALL CONFORM TO ASTM A 53, TYPE S, EXCLUDING HYDROSTATIC REQUIREMENTS, GRADE B. STRUCTURAL TUBING SHALL CONFORM TO ASTM A 501. 3. DETAIL, FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE AISC "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS ", AISC "CODE OF STANDARD OF STANDARD PRACTICE ", AND ALL UPDATING PUBLICATIONSf 4. UNLESS SHOWN OTHERWISE ON THE DRAWINGS, CONNECTIONS SHALL BE SHOP WELDED AND FIELD BOLTED. BOLTS SHALL CONFORM TO ASTM A 325. FIELD CONNECTIONS SHALL BE BOLTED UNLESS SHOWN OTHERWISE ON THE DRAWINGS. WEB CONNECTIONS WITH BOLTS IN SINGLE SHEAR SHALL BE DETAILED WITH TWO VERTICAL ROWS OF BOLTS MINIMUM. 5. WELDING SHALL CONFORM TO THE AMERICAN WELDING SOCIETY SPECIFICATION. ELECTRODES SHALL CONFORM TO AWS A5.5, E70XX. 6. ALL MISCELLANEOUS WELDS (FIELD OR SHOP) SHALL BE MINIMUM SIZE FILLET ALL AROUND IN ACCORDANCE WITH AISC. WELDING OF CONTINUOUS MEMBERS SHALL BE A MINIMUM OF 2 INCHES OF 3/16 -INCH FILLET STITCH WELDS AT 12 INCHES O.C., STAGGERED EACH SIDE, UNLESS OTHERWISE NOTED. COLUMN BASE PLATES, CAP PLATES AND STIFFENER PLATES SHALL BE WELDED ALL AROUND. 7. SPLICING OF STRUCTURAL STEEL MEMBERS IS PROHIBITED WITHOUT THE APPROVAL OF THE STRUCTURAL ENGINEER AS TO LOCATION AND TYPE OF SPLICE. ANY MEMBER HAVING A SPLICE NOT SHOWN AND DETAILED ON THE SHOP DRAWINGS WILL BE REJECTED. 8. ANCHOR BOLTS SHALL COMPLY WITH ASTM A 307 AND SHALL BE SET USING RIGID TEMPLATES. ; 9. BURNING OF HOLES IN STRUCTURAL STEEL IS PROHIBITED. ANY MEMBER WITH BURNED OIlY A; OF pIX \I !VP LD 4U.h. HOLES SHALL BE REPLACED. 10. STRUCTURAL STEEL SHALL BE PUNCHED FOR WOOD BLOCKING AND NAILERS. SEE ARCHITECT'S DRAWINGS. 11. PREGROUTING OF BASE PLATES WILL NOT BE PERMITTED. 12. SEE PROJECT SPECIFICATIONS FOR PAINTING AND GALVANIZING. ALL EXTERIOR STRUCTURAL STEEL SHALL BE GALVANIZED. HIGH STRENGTH BOLTS IN EXTERIOR CONNECTIONS SHALL BE TYPE 3 BOLTS OR SHALL BE GALVANIZED. ALL MISCELLEOUS FASTENERS SHALL BE STAINLESS STEEL SEP 2 9 A Consulting Group, Inc. TELECOMMUNICATIONS 6755 MISTER AVE SUITE 200 GOMA. CALIFORNIA 93117 PLANNING / ARCHITECTURE / ENGINEERING / INTERIORS 3141 11000 ST., SUITE TOO DALLAS, TEXAS 75210 TELEPHONE (214) 526 -1144 FAX (214) 526 -1411 ism Lockwood, Andrews & Newnam, Inc. A SUBSIDIARY OP LEO A DALY 1500 CITYITEST BLVD. HOUSTON, TEXAS 77042 TELEPHONE (712) 206 -6000 FAX (713) 266 -2060 REV. DATE N0. 6/30/00 8/03/00 DRAWING TITLE ARCHITECT /ENGINEER SEAL IEROIEES 10/09i..2L I 6/20/00 ISSUED FOR CONSTRUCTION. REVISION SCHEDULE DESCRIPTION ADDENDA #1 ADDENDA #3 SCALE: EQUIPMENT PAD SECTIONS AND DETAILS BY WWS WWS DESIGNED BY: WB CHECKED BY: WS DRAWN BY: WB APPROVED BY: TAA PROJECT TITLE VERIO PREMIER DATA CENTER TUKWILA FACILITY 3333 120th PLACE SOUTH TUKWILA, WA. 90168 RECEIVED cm oP rul<w SEP - 5 Z00 rem. CkNTE LAN PROJECT NUMBER DRAWING NUMBER. 1 atA_Xn_n7: CL GLULAM BEAM SCALE: 4 " =1' - 0" EXISTING CONCRETE PANEL SCALE: 4 " =1' -0" � r rrs nsnI r / io DETAIL—CABLE BRACE AT COLUMN S2.1 SCALE: 4 " =1' -0 4 -$ "4 EPDXY ANCHORS 072" MIN CENTERS 42 "0 MIN. EMBEDMENT DETAIL —CABLE BRACE AT WALL SECTION SCALE: 4 " =1' -0" I Consulting Group, Inc. TELECOMMUNICATIONS 6/30/00 8/03/00 6755 HOUSTER AVE SUITE 200 GOLETA, CALIFORNIA 93117 DESCRIPTION ADDENDA #1 ADDENDA #3 z -� "O HOLES FOR 4 "4 TYPE X H.S BOLTS -8-CONN. PLATE -OPP. SIDE 3 "0 STD WEIGHT PIPE COLUMN -TYP. BASE E7x9x- WITH L3x3x8 EACH 4 2 "0 x 8" LONG SIDE OF COLUMN LAG SCREWS. PRE -DRILL I GLULAM BEAMS PRIOR L 9 J TO INSTALLATION TYPICAL BASE PLATE DETAIL 5 $ "0 x 6" LONG' EXISTING 2X4 BRACING r! LAG SCREWS@ 2" O.C." EXISTING 6x15 JOISTS GA CLIP ANGLE - 14J12 STEEL JOIST 4' -0" 8 "CONK- PLATE -TYP. SCALE: i"=1 8" DIAMETER \ TIMBER PILE I 7 INSTALL TEES AT 4 POINTS (APPROX. 6' CTRS) OF ALL EXISTING WOOD COLUMNS ON GRIDLINE D, E, F G & H TYPICAL COLUMN TIE DETAIL SCALE: 4 " =1' -0" SECTION EXISTING GLULAM BEAM 2 "4 ALL - THREAD ROD WITH HEX NUTS & WASHERS EACH SIDE OF COLUMN S2.1 I EXISTING 12x12 WOOD COLUMN I I 5 - "0 BOLTS IN SLED HOLES -� 12 GA CLIP ANGLE / N / \ i'1 / \ / � I GENERATORS / A 26' -88" W10x33 ELEVATION —FRAME A SCALE: 4 " =1' -O" 12" MIN. LAP 7' -0" rT SECTION SCALE: 4 " =1 -0 NEW BARS TO MATCH EXISTING SCALE: 4 " =1' - ' -14J12 STEEL JOIST EXISTING GLULAM BEAM THE REQUIRED WIDTH OF THIS PLATFORM MAY VARY WITH ACTUAL EQUIPMENT SELECTED. VERIFY ALL DIMENSIONS PRIOR TO FABRICATION 64' -0' 2' -0" 1 MIN. DETAIL AT SLAB CUT EXISTING 2X4 BRACING \ I / 1r I \ \ J /J I 8' DIAMETER ) \ / \ / \ TIMBER PILE / I \ \ /!f I \ / ��; \ / a \ / ��I \ / A A A A CUT EXISTING REINFORCING / _ AT CENTER AND CLEAN — SAW CUT 12" MIN. I I I I II II I / v\ J 7' -0" S2 EXIST COLUMN BELOW N L A A A A A A A A 3- TYPE SC H.S. BOLTS 3' -5" 7' -6" L 5 \ i � / \� i H Itk ICY 8 "STIFF. PLATE SECTION SCALE: 4 " =1' -0" STIFF. PLATE EXIST COLUMN BELOW TYPE SC H.S. BOLTS I S E.'' 2 3 PLANNING /ARCHITECTURE / ENGINEERING / INTERIORS 3141 HOOD SF., SUITE 700 DALLAS, TEXAS 75219 TELEPHONE (234) 526 -1144 FAX (214) 526 -1411 Lockwood, Andrews & Newnam, Inc. A SUBSIDIARY OF LEO A DALY 15 CT TEX BLVD. HO USTON. TEXAS 7702 TELEPHONE (713) 266 -6900 FAX (713) 266 -2009 DESIGNED BY: PROJECT TITLE DRAWING TITLE ARCHITECT /ENGINEER SEAL iwooes 10/09/Q I g /4 /o 6/20/00 ISSUED FOR CONSTRUCTION. REVISION SCHEDULE S CHECKED BY: WS DRAWN BY: WS APPROVED BY: TAA VERIO PREMIER DATA CENTER TUKWILA FACILITY 3333 120th PLACE SOUTH TUKWILA, WA. 90168 SCALE: RECEIVE SECTIONS AND 0 �'" DETAILS SEP - 5 2 01 LAN PROJECT NUMBER I DRAWING NUMBER 1954 30 023 PERMIT GEN LA SCALE 8 =1 " 0 TRANSFORMER PAD 8" DIAMETER TIMBER PILE 8" DIAMETER TIMBER PILE ° 8" DIAMETER TIMBER PILE - #5T& B - #6 T & B SECTION AT SCREEN WALL SCALE: 4 " =1' -0" ,—MASONRY SCREEN WALL C / SCALE: 8 " =1 -0 TRANSFORMERS 16' -0" 1' -3" 1" 7 - - - -- - III .. •11 32' -0" 1 -0 SCALE: 4 " =1 ' -0" SECTION -EDGE BEAM ELECTRICAL POWER SWITCHBOAD PAD MASONRY NOTES LL #3 TIES @ 10" C.C. f 3 - #6 T & B BEAM DETAIL @ CORNER SCALE: 4 " =1 -0 16' -0" -BANK SAND OR NON- EXPANSIVE FILL (OR SOLID CONCRETE) NOTE: REFER TO CIVIL DRAWINGS FOR TOP OF PAD ELEVATION. GRADE BEAM DEPTH VARIES WITH SLOPE. DEPTH OF GRADE BEAM SHALL BE SUCH THAT BOTTOM OF GRADE BEAM IS 12 INCHES MINIMUM BELOW EXISTING PAVING. 12" RETURN @ CORNERS 7" THICK CONCRETE SLAB ON FILL REINFORCE WITH #4 @12" O.C. EACH WAY TOP & BOTTOM 1. MASONRY CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE UNIFORM BUILDING CODE, ACI -531, AND ACI -531 R. DEFORMED REINFORCEMENT SHALL COMPLY WITH ASTM A 615, GRADE 60. SMOOTH WIRE SHALL CONFORM TO ASTM A 82. 2. HOLLOW CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90, NORMAL WEIGHT, TYPE N, WITH A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI ON THE NET AREA OF THE BLOCK. 3. MORTAR SHALL CONFORM TO ASTM C 270, TYPE S, WITH A MINIMUM COMPRESSIVE STRENGTH OF 1500 PSI. \ 0 SCALE: 4 " =1' -0" 4. COARSE GROUT SHALL CONFORM TO ASTM C 476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. 5 ALL CELLS, LINTELS AND BOND BEAMS SHALL BE FILLED SOLID WITH 1 \ COARSE GROUT OR CONCRETE AS DESCRIBED ABOVE. \ A J - #3 TIES @ 70" 0.C. - - 3- #6T &B SECTION-INTERIOR BEAM SCALE: 4 " =1' -0" I ` I I B" DIAMETER TIMBER PILE \ —1 - 15 T & B �3 - #6T &B 12` RETURN @ CORNERS BEAM DETAIL @ INTERSECTION TYPICAL BOND BEAM WITH 2 - #4 CONT. 1 - #6 VERTICAL @ 16" MAX. O.C. GROUT ALL CELLS FULL WALL HEIGHT SEE SECTION 2 FOR ADDITIONAL DETAILS HORIZONTAL JOINT REINF 2 -NO 9 WIRES WITH CROSS WIRES @ 16" O.C. MAXIMUM 16" VERTICAL SPACING BETWEEN JOINT REINF OR BETWEEN JOINT REINF & BOND BEAM GENERAL NOTES CODE: UNIFORM BUILDING CODE - 1997 EDITION BASIC WIND SPEED 80 MPH, EXPOSURE B SEISMIC ZONE 3 FOUNDATION STRUCTURAL DESIGN CRITERIA COMPLIES WITH SOILS REPORT #40160.000, BY PBS ENVIRONMENTAL. FOOTING BEARING PRESSURE NONE. TIMBER PILE CAPACITY IS 40 KIPS (20 TONS). PLACE UNDER DIRECTION OF SOILS ENGINEER. DRIVE PILES TO 50 FEET BELOW EXISTING GRADE. SUBGRADE PREPARATION, DRAINAGE PROVISIONS, AND OTHER RELEVANT IL CONSIDERATIONS SHALL BE IN ACCORDANCE WITH SAID SOILS REPORT. CONCRETE MIX SUBMITTALS SHALL MEET UBC OR ACI -318 STANDARDS IN ESTABLISHING PROPORTIONS FOR SPECIFIED STRENGTH. USE OF ADMIXTURES CONTAINING CALCIUM CHLORIDE IS NOT ALLOWED. CONCRETE FOR FOOTINGS & FOUNDATIONS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH ,Y1\ OF 3,500 PSI AT 28 DAYS. MIXING AND PLACING OF ALL CONCRETE AND SELECTION OF MATERIALS SHALL BE IN ACCORDANCE WITH THE UBC, AND ACI CODE 318. PROPORTIONS OF AGGREGATE TO CEMENT SHALL BE SUCH AS TO. PRODUCE A DENSE WORKABLE MIX WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. 1/2" CHAMFER ALL EXPOSED CONCRETE EDGES, UNLESS INDICATED OTHERWISE ON ARCHITECTURAL DRAWINGS. WATER CURING SHALL BE USED. REINFORCING STEEL ALL CONCRETE REINFORCING STEEL SHALL BE DEFORMED PER ASTM A615, GRADE 60 (FY = 60,000 PSI). LAP SLAB REINFORCING BARS 30 BAR DIAMETERS, UNLESS OTHERWISE NOTED. DETAIL STEEL IN ACCORDANCE WITH THE "ACI MANUAL OF STANDARD PRACTICE OF DETAILING REINFORCED CONCRETE STRUCTURES." COVER TO MAIN REINFORCEMENT TO BE: FOOTINGS 3 INCHES FORMED SURFACES - WEATHER FACE 1 -1/2 INCHES INTERIOR FACE 3/4 INCH STRUCTURAL STEEL NOTES 1. STRUCTURAL STEEL SHALL CONFORM TO ASTM A 36. PIZOW' zoo 2. STRUCTURAL STEEL PIPE SHALL CONFORM TO ASTM A 53, TYPE S, EXCLUDING HYDROSTATIC REQUIREMENTS, GRADE B. STRUCTURAL TUBING SHALL CONFORM TO ASTM A 501. 3. DETAIL, FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE AISC "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS ", AISC "CODE OF STANDARD OF STANDARD PRACTICE ", AND ALL UPDATING PUBLICATIONS. 4. UNLESS SHOWN OTHERWISE ON THE DRAWINGS, CONNECTIONS SHALL BE SHOP WELDED AND FIELD BOLTED. BOLTS SHALL CONFORM TO ASTM A 325. FIELD CONNECTIONS SHALL BE BOLTED UNLESS SHOWN OTHERWISE ON THE DRAWINGS. WEB CONNECTIONS WITH BOLTS IN SINGLE SHEAR SHALL BE DETAILED WITH TWO VERTICAL ROWS OF BOLTS MINIMUM. 5. WELDING SHALL CONFORM TO THE AMERICAN WELDING SOCIETY SPECIFICATION. ELECTRODES SHALL CONFORM TO AWS A5.5, E70XX. 6. ALL MISCELLANEOUS WELDS (FIELD OR SHOP) SHALL BE MINIMUM SIZE FILLET ALL AROUND IN ACCORDANCE WITH AISC. WELDING OF CONTINUOUS MEMBERS SHALL BE A MINIMUM OF 2 INCHES OF 3/16 -INCH FILLET STITCH WELDS AT 12 INCHES O.C., STAGGERED EACH SIDE, UNLESS OTHERWISE NOTED. COLUMN BASE PLATES, CAP PLATES AND STIFFENER PLATES SHALL BE WELDED ALL AROUND. 7. SPLICING OF STRUCTURAL STEEL MEMBERS IS PROHIBITED WITHOUT THE APPROVAL OF THE STRUCTURAL ENGINEER AS TO LOCATION AND TYPE OF SPLICE. ANY MEMBER RAVING A SPLICE NOT SHOWN AND DETAILED ON THE SHOP DRAWINGS WILL BE REJECTED. 8. ANCHOR BOLTS SHALL COMPLY WITH ASTM A 3C7 AND SHALL BE SET USING RIGID TEMPLATES. 9. BURNING OF HOLES IN STRUCTURAL STEEL IS PROHIBITED. ANY MEMBER WITH BURNED`' HOLES SHALL BE REPLACED. 10. STRUCTURAL STEEL SHALL BE PUNCHED FOR WOOD BLOCKING AND NAILERS. SEE ARCHITECT'S DRAWINGS. 11. PREGROUTING OF BASE PLATES WILL NOT BE PERMITTED. 12. SEE PROJECT SPECIFICATIONS FOR PAINTING AND GALVANIZING. ALL EXTERIOR STRUCTURAL STEEL SHALL BE GALVANIZED. HIGH STRENGTH BOLTS IN EXTERIOR CONNECTIONS SHALL BE TYPE 3 BOLTS OR SHALL BE GALVANIZED. ALL MISCELLEOUS FASTENERS SHALL BE STAINLESS STEEL. n A A n n SE P - Consulting Group, Inc. TELECOMMUNICATIONS PROJECT TITLE DRA1TING TITLE 6755 MUSTER AVE SUITE 200 GOLEfA, CALIFORNIA 93117 PLANNCNG / ARCHITECTURE / ENGINEERING / INTERIORS 3141 HOOD Sr., SUITE 700 DALLAS, TEXAS 75219 TELEPHONE (214) 5213-1144 FAX (214) 526 -1411 Lockwood, Andrews & Newnam, Inc. A SUBSIDIARY OF LEO A DALY 1500 CITYREST BLVD. HOUSTON, TEYAS 77042 TELEPHONE (713) 266 -6900 FAX (713) 266 -2069 ARCHITECT /ENGINEER SEAL. 6/20/00 ISSUED FOR CONSTRUCTION. REVISION SCHEDULE DESIGNED HY: WS CHECKED BY: WS DRAWN BY: W$ APPROVED BY: TAA VERIO PREMIER DATA CENTEP TUKWILA FACILITY 3333 120th PLACE SOUTH TUKWILA, WA. 90168 SCALE EQUIPMENT PAD SECTIONS AND DETAILS WNS 0s RECEIVED CITY OF TUKWI SEP -52001 VG -IMI1 OENTEF WiOx12 O 1650 # -� W10x12 610# 610 # — W10x12 W10x12 - W10x12 W10x12 O W W10x12 EXISTING GLULAM BEAM REC OF T L: CI S H - 5 PERMIT C A 6/30/00 ADDENDA 111 DESIGNED BY WS CHECKED BY: TH VISION SCHEDU DESCRIPTI0 8 - 9 610# �� 610 — 300#----"" ,14 18 530- w 530 # — 0 530#---"'" 7-W1002 W10x12 X ref 610 M 0 \\ I 954\Tukwila \Current \Meth \Vtw M2.3 \dwg I EXISTING EXTERIOR WALL I ASIN ler W10x12 EXISTING EXTERIOR WALL W10x12 lc IE W10x12 ROOF & ELECTRICAL YARD EQUIPMENT SUPPORTS PLAN 51.1 cr�Al E. .1 ,. „ = 1 -0 INSTALL NEW 14J12 LIGHT -GAGE JOISTS DIRECTLY BELOW EXISTING 2X4 BRACING. PUNCH TOP FLANGE FOR NAILING. SECURE TOP FLANGE TO ALL EXISTING 2x4 BRACING WITH NAILS OR LAG SCREWS. TYPICAL ALL BAYS BETWEEN GRIDS D & H. EXISTING 2X4 BRACES ©2' -0" O.C. EXISTING PURLINS © 8' -0" O.C. 8 0 7 -WIRE GALVANIZED STRAND (MIN TENSILE CAPACITY =12 KIPS) DIRECTLY ABOVE CEILING GRID. TYPICAL ALL BAYS BETWEEN GRIDS D & H. ATTACH GRID CHANNELS TO L TIE BRACING AT EVERY CROSSING POINT WITH A MINIMUM 10 GA WIRE TIE. 0 PART PLAN CEILING GRID TIE BRACING SCALE: i 6 " =1' -0" ti 12' -0" 3' -0" 6' -0' — - OF PILING BELOW SLAB cw Or PERMISSIBLE ZONE OF SLAB REMOVAL SEP 29 SLAB REMOVAL PLAN 51.1 / SCAI Consulting Group, Inc. TELECOMMUNICATIONS 6755 MUSTER AVE SUITE 200 GOLETA, CALIFORNIA 93119 PLANNING / ARC®'FECTURE / ENGINEERING / INTERIORS 3141 HOOD ST.. SUITE 700 DALLAS. TEXAS 75219 TELEPHONE !214) 526 -1144 F. (214) 526 -1411 2000 Ian Lockwood, Andrews & Newnam, Inc. A SUBSIDIARY OF LBO A DALY 1500 CITYHEST BLVD. HOUSTON. TEXAS 77042 TELEPHONE (713) 266 -6900 FAX (713) 266 -2069 PROJECT TITLE ARCHITECT /ENGINEER SEAL lexmnEs 10/09/, 6/20/00 ISSUED FOR CONSTRUCTION DRAIN BY: WS APPROVED BY: TAA VERIO PREMIER DATA CENTER TUKWILA FACILITY 3333 120th PLACE SOUTH TUKWILA, WA. 90168 SCALE: ROOF & ELECTRICAL YARD EQUIPMENT SUPPORT PLAN PROJECT N UMBER I DRAWING NUMBER