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Home My WebLink AboutPermit M2000-138 - EXODUS SEATTLE 3 - PHASE IAUG 15 2002 M2000-138 Exodus Seattle 3 Phase I 3355 S 120 P1 EXPIRED Expired City of Tukwila " Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Permit No: M2000-138 Type: B -MECH Category: NRE'S Address: 3355 S 120 PL Location: PHASE T Parcel #: 102 -9063 Contractor License No : MACDOMS147MN TENANT OWNER CONTACT CONTRACTOR UMC Edition: 1997 . Signature: MECHANICAL PERMIT EXODUS SEATTLE 3 - PHASE I 3355 S 120 PL, TUI,WILA, WA 98168 SABEY CORPORATION 101 ELLIOTT AV W, #330,. SEATTLE WA 98119 SCOTT WALLACE 7717 DETROIT AV SE, SEATTLE, WA 98106 MACDONALD MILLER SERVICE INC. 7717 DETROIT AVE SW, SEATTLE, WA 98106 HVAC FOR 3 LEVELS OF COMPUTER ROOM, ADMINISTRATION ANCJ UPS ROOM. MI MN (206) 431 -3670 Status: ISSUED Issued: 10/03/2000 xpires: 04/01/2001 : 4k* k• k** k* k• kk* A** k** kk*** kk*• kk k**• k 4 4k*k 4kkkkk : 4 *** * *k *k *khk4 *,tkk Permit Description: Phone: Phone: 206 -281 -8700 Phone: 206- 768 -4016 Phone: 206 767 -7995 k ** *•4 *:4 Valuation: 2,000,000.00 Total Permit Fee: 776.31 k41** k l kk4** *k * #k:4•*kkk*4kk ** 14k• k *kk1'kkk #444*4:4k *k*** *°4* Permit Center Authorized 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 work will be complied with, whether specified herein or not. The granting of this permit dues not presume to give authority to violate or cancel the •rovlslons of any other state or local laws regulating construction the performance of work. I am authorized to in for and obtain this i• ld 19 •`r,�t. Date: ( '` •—U Print Name : w.._-- MS .�,��......�_ T i t l e Th i s permit shall become n u l l and v o i d if the wort: 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. Address: 3355 s 120 PL Sui1;e: Tenant: EXODUS SEATTLE 3 - PHASE I Type: 6 -t4ECH Parcel 1: 102304 -9069 *`k'k * k *•k *•k*4k•k**•k* * ** h* *k•k*•h k *•k* **** *•k h*•k ** ** k k•k*•* k* **-k•k k *** k k k ilo* Ar•k *A k** Permit Conditions: `�•�_. 1 . Readily accessible access t©` equipment is required. �.� 2. Any exposed insulations: backing •rater1a.1sha,l.1, have a Flame Spread Rating of_.25:1or'-1ess, and material shall bear identi- fication showing, `the fire perf nrmance rating Plumbing perurftt sha,l l ba 'obtained jhroug the Seattle -King 'County department °uf,. Pub;1 it health. :Plumbing will' b inspected b:y 'that eg+ fcy, including ,411 gaa: p•iping 'x:(296- 4722f :-Electrical permlte s,lrall be obt Ined through the 'w�ishington Stateifyf:vision'of Labor and ' and 01,1 electrical work < <,wi,l 1. be inspected by 'tlret agency (248-6630). No chenges,:wlll madO'to the plans unless approved'by, th'q. Englnoer,rafd the Tukwila Building Division. inspect,t on rervrds , and approved plans sha:1 avp'f1`eble,.et the jolt, site 'Prior to - the start of any colt st These,,doouments, are t,o be molntained and avail ab e` unt 1 14 f i ne 1 l nspe et i on +ppr ova 1 t.s `granted. c A 1 1,{ construct i on to be done in cunformancsr w 1 th approved p tans eni ruyu I remonis of th Un l form Ou i l d i ng Code (199/ Ed,i;t 1 on),.'es emended, Uniform Mechanism' Code (1997 E d i t i o n ) en ash t ngt.on State Energy Coda (1997 t d i t ton) . Veridity Permit, `The issuance of a permtt or e; prova,l o plate *, speC{f Icatlons, and computations sha11 . not °be can strued to be; a `permit for, or an, approval of,: :any, t vIo1etla�i= of a► y oft. the p r o v i s i o n s of they; bu 1 1 d i ng code or: o f any, othe s r•d i nance of the Jur i sal i of i on . No 'perm I I prosum n ,. giae Authority to 'violate or cancel that of th s`. code a; l i be vfI1, i d : f CITY OE TUKWYi.A Permit `Na M2000-138 Statue; ISSUED Applied: 07/03/2000 Issued: `' 10/03/2000 1 Project Name/Tenant: i S � J exadus �J tx'Le S City State/Zip: , . ' r► .i Value of Mechanical Equipment: $ e _tx , evy) e ns Tax Parcel Number: ttDG3c .. r O C' Site Address : ,, «fi j� � / •3 l 61 a LvK LAJ _ Property Owner :, c: A L % 5 e Phone: (&, ,) Z g ( — Q� c o Street Address: Sut4' o City State/Zip: 1226t "Wicwi ( A, ► i NLJ — r.)k- WLi.A� W "Nslbs Fax #: ( 2d ) yak _ 0ct20 ContractorMc A t (ler eo Phone: (� , ) 6,3 _. �AOp Street Address: � • c V p A `t _ Contact A4 T lY1AaU w.bblittker $ ;t c51 t LJ ILAO City State/Zip: p: - 1 • Fax #: (2o4 ''Z48 _- t..lot7 Phone: (g ) 166 _Lid W. Str A ddress: Cit State/Zip: Fax #: ( (p) -me,- t/07 BUILDINri! ,11'`7E., 'AU I !1: ZED AGENT: 5lgnatur . ''I��4 3 - - Date: ..61 A 60 Print name: ` 1 L o• 4 Lk.. , w Phone: ( • . )168- . '40 � 1 Fax R: (1 ({0 Address: W TI 11 ,L tO _ City / State/Zip: A Le W , 0 : Mechanical Permit Application MECHANICAL PERMIT REVIEW AND APPROVAL REQUESTED: (TO REFILLED OUT BY APPLICANT) Description of work to be done (please be specific): raft_ _3 _ Le.+reLs oP Carue4) 1 74A CITY OF TU, NILA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3G70 � erF Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. 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 tills 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 tills submittal. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THiS APPLICATION AND KNOW THE SAME TO DE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND 1 ,4M AUTHORiZED TO APPLY FOR THIS PERMIT. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation, The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 114.4 of the Uniform Mechanical Code (current edition). No application shall be extended more than once, Date applicatio ""7— 11/:/99 mere penult doc cc d: Date application 1— Applic. 'o ken by; (initials) pines: 1 ✓ 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 -7 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 1009)• Specifications must be provided to show that replacement equipment complies with the efficiency ratings and other applic requirem of the Washington State Nonresidential Energy Code. Structural engineer's analysis is required for new and the replacementof 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. 4 Mechanical Permits COMMERCIAL: Two complete sets of drawings and attachments required with application submittal RESIDENTIAL: Two complete sets of attachments required with application submittal NOTE: Water heaters and vents are included in the Uniform Mechanical Code — please include any water heaters or vents being installed or replaced. Submittal Requirements New Single FamlltResldence Heat loss calculations or Form H.6. Equipment specifications. Chan a -out or re.lacement of existin: mechanical e ui ment Narrative of work to b© done includin modification to duct work. Installation of Gas Fire lace Narrative with bpecfffcation 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 aro included In thrr Uniform Mechanical Code — please include any water heaters or vents being installed or replaced. • • '3Y'i11r'r . };z .�A�r4tA4 k44A 4. 4.4* 4 f' s►. #AP *4d4,0,0;*4A# *4-4 C 'rY `0I` : TUKW1l.A, HA TRANSAI'I .1*i4* 4, *4 *+. ** 4.t.# As- .4 *Ao* 44 *44,1�4stioo 444,4 # **I:t 4o11#44,A444* KANGMXT -Uumbw t'r R9000566 Amount; 776.31 10/03/00 14e4! P &ym nt Mtthnd: CNCCK floution: MACGUP1IL MTLI.I.N' Init: I3LH .1 61 Is•'.. • ....►.. i1.I .. •c r H -..... .1.... .. .. H. .. •. .. .. .1 H y.. J .. 1 • 14 • .• W w• a ,a. J .,.. .A.... a0 .i Puruit No: M2000 -130 1yp.s 119 ?1CCEI F)CC6I NI,CAL 11LRMT1 , P4rre1 No: 1023049069 itk AddirSsse 33D5 6 120 PL Larvatiunt PHA6k:.i T t 4 1 F0491 Ihir Psyeterft 771;.31 Total ALL Pmts: 13nlondot *4 **4 o* 4 1 t * **+4AkA *4004o*dio +ooll 44,A4,44**4 * Acc•uun 1 < Cods Oescv 1 p I; f un 000/345.030 PLAN CHECK - r1At1CC'b 000/3 MECHANICAL NICAL NONK t$ .. 1I N .H 4 01 i. OY it M t1 W M 1s 0. I. M. 0+ 0. 0. 0+ .. .. r . M M .v 1... {. •... Ol. 1 0 002 10/04 97 7/6.31 776.31 0f0 4A* *w *4*44A4# Amoon t 155.26 0 TOTAL .6 Project: 1 ct 3 Type of lnspecti.ns At I Address: o P' Date called: , Special instructions: I� algid __ ('a,e.L /a hAl , algid Date wanted: 8-2 -01 a.m, imp Requester : Phone: INSPECTION RECORD' ' • Retain a ropy with permit INSPECTION NO CITY OF TUKWILA BUILDING DIVISION 6300 Snuthcenter Blvd, #100, Tukwila, WA 9818 El Approved per applicable codes. (206)431 =3670 Corrections required prior to approval. 0 $47,00 REINSPECTIO FEE REQUIRED, Prior to inspection, fee must be paid at 6300 Snuthcenter Blvd., Suite 100. CaII to schedule reins ection. Receipt No: Crate: COMMENTS: Type of lnspectlon ., Addr 4 Date called: Special instructions: Date wanted; - 1 Requester: � � Yyt ` .S .. �.— .E r ._..r . . a i A � i) �.• I „ . , ff . L, h5u a t„ Proj ` � r~ c e , Type of lnspectlon ., Addr 4 Date called: Special instructions: Date wanted; - a.m. .m Requester: -- Phone: a , .. �.— INSPECTION RECORD Retain a ropy with permit INSPECTION NO: CITY OF TUKWILA BUILDING DIVISION 6300 Southcer1thr Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431 -3670 Approved per applicable codes, J Corrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to Inspection, fee must be paid at 6300 Southcentor Blvd. Suite 100. Call to schedule reins oction. Date: Receipt No: Og ,* CO ENT& rt Receipt No: Type of Inspection.. Special instructions: 'INSPECTION NO. t 4 INSPECTION RECORD Retain a copy with pertnit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431-3670 Inspector: Dat I 0 $47,00 REINSPECTION REQUIRED. Prior to Inipection, fee must be paid at 6300 Southcenter Olvd. Suite 100. Call to schedule pasatctIon. Date: • • Project: r• _ I _ t S () '''T'�`��.. (VS _. - . Type Inspection: r R t r tt rP SS�u . Address: S -. s. 1)o ?t _ _ Date called: 1 --10 -a Special iffstruc ions: � 4 W or c vre 3.0L Li 2.1.- 51 )31 Date wanted: ---- �= \ i� o a.m, l p.m. Requester: Pone: INSPECTION No, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 proved per applicable codes. COMMENTS: 011111111•/r■11.1110. Inspecto c ,qC. )- L C 4 -. INSPECTION RECORD Retain a copy with permit Date: PERMIT NO. (206)431 -3670 Corrections required prior to approval. 0 $47.00 REINSPECTION FEE REQUIRED. Prior to Inspection, foe must be paid at 6300 Southcenter 9ivd, Suite 100. Call to schedule reinspectlon. Receipt No: Date: ig Project: Type of Inspe tion: Address: .4 Date called: Special Instructions: Date wants / a,m, Requester: Phone: ;t. INSr'ECTION NO CITY OF TUKWIIA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. : COMMENTS: . $47.00 REINSPECTI N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd, Suite 100, Cali to schedule relnipection. Date: Receipt No: /40 INSPECTION RECORD Retain a ropy with permit Corrections required prior to approval, PERMl1 NO. t (206)431.3670 Project' Ey.octos 3 -, Pirisel Type of v-1 -- te Address: MS355 6 120 P1 - Date called: 1- -01 Special Instructions: Date wanted: Requester: Phone WI/422) - 503a INSPECIION NO. , COMMENTS Receipt No: F 740 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 ac-0 451,e Date: Date: 2cco- 135 ' PERMIT NO. (206)431-3670 a Approved per applicable codes. 51 Corrections required prior to approval. Eh A.. • 11VO S Ti 4 ° • ..er me ...a - oe . • AI rz...= Ararsi InspectorAp z... ......- $47.00 REINSPECTION REQUIRED. Prior to Inspection, fee must be paid at 6300 Southcenter BIvd, Suite 100. Call to schedule reins ection. 7 Pro ect: ��. _ - : 1/ Type of Inspection. c: r' t • : C o ae.r Address: 5 " a 1490 P1 Date called: g- $' d is Special Instructions: p Date wanted: . . ,,.. a.m . : . . . . . ' ..... / .? /i Oe lifitur R quester: r SKI ieet $► hone: OG 01 a.... ' i d INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 Approved per applicable codes. .,. INSPECTION RECOR Retain a copy with permit PERMIT NO. (206)431.3670 Corrections r !red prior to approval. ® $47.00 REINSPECTION FEE REQUIRED, Prior to Insp Ion, tee must be paid at 6300 Southcenter Blvd., Suite 100. Call to scheddul reins ;ctian. Project: T . . f I sp • ctio . 4 - . Address: Date called: —r Special instructions: Date wanted: M 'M` I a.m. .•" air ' ,f Phone: Inspector. Date: $47.00 REINSPECTION $EE REQUIRE'. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule rains ' action. eceipt No: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 0 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. • (206)431 -3670 Corrections required prior to approval. COMMENTS: Type In ection: M 1. __ Address: Date celled: Special Instructions: g0, 1, w S ' e�7;'QA ' too,.3.l.5 ._` /VI 7 u4. — /", Al', 1 /71,,ceS ___pc l tloi s.'' 'c " ? tens orx.er" (1 a r ..1 .ter., t J 01 a' • ` r AM' i. w Project: . je aye . - _•_ Type In ection: M 1. __ Address: Date celled: Special Instructions: bate wan : 1 / . i1 d4 a.m. PIT'. a ,,,•t• 7 or Pone: INSPECTION NO. CITY OIL TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Receipt No: INSPECTION RECOR Retain a copy with permit an o -15e, PERMIT NO 4 . (206)431 -3670 El Approved per applicable codes. corrections 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 reins'ection. Date: Pro act: _ c DC 1-tom. ._ ' .7yp of inspection: tC,., --1- ir'") Tess: .--) ate ca ed: pecial instructions: Date wan : . : i r a.rns Ribi r : Receipt NQ; Date; INSPECTION RECORD Retain a copy with permit INSPtClION NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PEW NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to lnsp= tion, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reins'ection. Pr ct : ._ Type a section: Ad 4 Date ca led: Special instructions: Z .1 D v/-Ir"st .. • W Date want- • a.m Request : Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: INSPECTION RECOR Retain a copy with permit PERMIT NO. (206)431 -3670 Ej Approved per applicable codes. Corrections required prior to approval. AQit.�Cr.IAlf .4 Date: cta U $47.00 REINSPECTION FEE RE. UIRED. Prior to inspect on, fee must be paid at 6300 Southcenter Blvd„ Suite 100. Call to schedule roan pection.._.__.._.� L eept No: Dana; Prof ect: . mot.. OD vS. 2t \L . Typ f Inspection: -:' ._ f . c F .. Ad ress: Date called: ..�. 5pecia structions: Date wan a.m. aepu to Phone: J COMMENTS: AIME Da Receipt No: 0 $47,00 REINSPECTION in REQUIRED. Prior to inspection, ee must be paid at 6300 Southcenter 61vd, Suite 100. Call to schedule reins uctlan. Date: Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431 -3670 Corrections required prior to approval. Pro) Ty, :f Ins . action: Address: Date called: Special instructions: le l- ( Date wante . • .. Request r. Pho e: pproved per applicable codes. INSPECTION RECORIO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Receipt No: . Date: MZHs0 --1 PEP.MtT NO. (206)431 -3670 $47,00 REINSf ECTION LEE REQUIRED. Prior to inspection, (u must be paid at 6300 Southcenter Blvd, ulte 100. Call to schedule reins ection. Corrections required prior to approval. Project: E` (_ ll0 3 ..7- Tie II a of Inspection: au< h-� i r , . . . Address: 3'3 5 - LS /Z 0. /�L_.r.__�, Date caltkd: I I- J Li -e)u Special instructions: �,�, — . `_ _____ Date w : Requester: (iri I r l Phone: _ ? 3 'CY2s rf (ZOO) Cd4/ INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION RECOR Retain a copy with permit PERMIT NO (206)431 -3670 Date ' J Lrl Receipt No: Date: Approved per applicable codes. Corrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to Inspectl n, feo must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reins ' action, COMMENTS: Ty .e of Inspecti.n: ' (` Address: r.► - '1— Date called: �- — _ , Special Instructions: Cove r.. -F c r 3r-el f i be( the r . 64 -for' -" ( + .,mac( 4- I ttOr S1 rt. M A ihl orr/c 2 • .g,if sr TV t, A 7...,.,. - • °,1' .::.:.:._ - . ,.. 2) Afar ► r j 4 .,. $ k W II 0 Sir M eld 11 4 ..� 1 . .r •rte ADS ./..4.. ../. l I� . ' .44.-4 4 ( 4 i 1 0 . .'' / Pr.ject: E N to r . _ Ty .e of Inspecti.n: ' (` Address: r.► - '1— Date called: �- — _ , Special Instructions: Cove r.. -F c r 3r-el f i be( the r . 64 -for' -" ( + .,mac( 4- I ttOr r' D . t wanted: . — . • • Phone: . L INSPECTION RECORD Retain a copy with permit INSPECIION NO. CITY OF TUKWILA BUILDING DIVISION c\N\` 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ; 0 Approved per applicable codes. PERM$t NO. (206)431-3670 c orrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, tee must be paid at 6300 Southcenter Blvd. Suite 100. Call to schedule reinspectlon. Receipt No: 1 Date; Pro et: — i pe of Inspection: Address: Date called: Special instructions: ... 1 Date wanted: a.m. .m, Reque phones INSPEC1ION NO. CITY OF TUKWILA BUILDING DIVISION 20e,3 6300 Southcenter Blvd, #100, Tukwila, WA 98188 0 Approved per applicable codes. COMMENTS: Receipt No: INSPECTION RECOR Retain a copy with permit • PERMIT NO. ,(206)431-3670 r -Rao r MIT A11,11/11411.11,1111 :024 A .• striur ore .at arbkirl • , a , F it Date: ' ,I r .rr► ..ritr►.�rr IIL5.? J1 <1. y '6t -tom! • / /t.,:j2, 1 f f Corrections required prior to approval. $47,00 REINSPECTION CIE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspectiun, Date: 1g P ct: ; (DV SArri1.. p ± . . / ... __ . Address: Date called: Special instructions: Date wanted: a.m. p.m. R e er:. P one: COMMENTS: lirg .,...,...;, — — .;),..- OV o1-- , r.,._ -r i re) . k.f AA //r .1, ...i A.,,, , / .1 Air tl . e,l / .A62 r . C, ,, bir fT INSPECTION RECORI ..J AA m Retain a copy with permit _ PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ' 5 0 r 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECtION NO. (206)431 -3670 . ❑ Approved per applicable codes. 'rrections required prior to approval, ❑ $47.00 REINSPECTION E REQUIRED. Prior to inspection, (ep must be paid at 6300 Southcenter Blvd. Suite 100. Call to schedule reins action. Receipt No: Date; COMMENTS: a ../ sr F Loo.e. ie.e.sne.dektey#K..... °v ao e. s Lf.,;.,1„,..t.,,,... /" :2 rc z,.( L4 47 ? ;Qern -- _ ... Special instructions: to wanted: ti - im a . 8 Requ .al ester: , �ewject: k: ft Mj re .3 . � 7 of Inspection: O/-/fl Address: ate cal t ... Special instructions: to wanted: ti - im a . 8 Requ .al ester: phone: �L Receipt No: Q $47.00 REINSPECTIONF REQ IRED. Prior to inspection, tee must be paid at 6300 Southcenter Blvd. Suite 100. Call to schedule rains ectlon. Date: INSPECTION RECOIL Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 roved per applicable codes. Corrections required prior to approval. • COMMENTS: „7,. i'"C.0 a • 744. Address - 1 t • 0 - / . ,� ; 7—f6 called: --, w, {�w a all nstructions: Oe equester. rot./ Dale wante e : one: az z . Z. /4,,/C 47 l ... r i / ,,ter; .. Af .4 tf/At. e.../ yr a., V 41 illille-'/Jr—Mirliiii°1°21F"1111:111r . r k Protect: SA e . Ale _ V Type of inspection: AAA Is • s .,,, A - t Address 0 D.te called: --, w, {�w a all nstructions: Oe equester. Dale wante e : one: az z . INSPECTION RECOR Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Q M1 Approved per applicable codes. ,Corrections required prior to approval. In Receipt No: Date: PERMIT NO. (206)431 -3670 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd. Suite 100. Call to schedule reins action. Date: Projec .. •. . t 1 Type of In .ectio : Ad• es*, , ` bate cal ed: ` Specia instructions: Date wanted: a . Requester: Phone: INSPECTION NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 I Approved per applicable codes, ❑ Corrections required prior to approval. MMENTS: MIMPR 347.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd„ Suite 100. Call to schedule reinspection. Receipt No: INSPECTION RECOR Retain a ropy with permit PERMIT NO. (206)431 -3670 T Date: COMMENTS: Ty. of Imp = Hon: /_ A .. tme..,,' Ara"/t, /Z e • •ii dLe► czio P one -. '0 t e I (J2�► !/S -t 2 t�fl 5 e c L G 1 • Lr PI A_1oT -E^- CO.' . .I 1:!. / 1- .*ei r.�.� F); f, q.4► * . � .. 1 d .. Jr :(.-' Mwrs 41 _,a Prat: Ti 11,0....._ Ty. of Imp = Hon: /_ A .. d ess: L 1 0 P/ Date cal d: // 110 Dafp it /) Special instructions: It st P one -. '0 3 ...." 4rtieL. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Q Approved per applicable codes. Ilnsp Receipt No: INSPECTION RECOR Retain a copy with permit PERMIT NO (206)431 -3670 Corrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED, Prior to inspection, toe must be paid at 630 Southcenter Blvd„ Suite 100. Call to schedule relnspection, Date: ig °§ Project: •-, _ ,ro0 V iN Typ ° o inspe ion: . . �- Address: S „ � � Date called: r 30 (JO Special instructions: h.�►f 59 - __- __. _. & I_ /fir" _ 4 Date wanted: ( Reg ter: Phone: w � " INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 COMMENTS: INSPECTION RECOR Retain a copy with permit PERMIT NO. (206)431 -36 Approved per applicable codes. JJ Corrections required prior to approval. c o ..=■■•■=liNellINEMINNINVINIMMOMMI• 0 $47.00 REINSPECTION FEE REQUIRED, Prior to inspection, fee must be paid at 6300 Southcenter Blvd„ Suite 100, Call to schedule reinspection, Receipt No: Data: y ' City Tukwila of Steven M. Mullet, Mayor a 0 i r • )o : di.. s ; ea = Department of Community Development Steve Lancaster, Director 1908 July 3, 2002 Mr. Scott Wallace 7717 Detroit Av SE Seattle, WA 98108 RE: Permit Application No. M2000.138 Location: Exodus Seattle 3 Phase 1 3388 S 120 PI Dear Permit Holder: In reviewing our current records the above noted permit has not received a final Inspection by the City of Tukwila Building Division. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the Building Official under the provisions of this code shall expire by limitation and become null and void If the building or work authorized by such permit Is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you ere hereby advised to: • Cell the City Of Tukwila Permit Center it (206) 431.3070 to schedule a progress or a final Inspection A progress inspection Is intended to determine If substantial work has been accomplished since issuance of the permit or last inspection; or 0 the project should be considered abandoned. If such determination Is made, the Building Code does allow the Building Wilda! to approve a onetime extant/on un to 180 days, Extension requests must be In writing and provide satisfactory reasons why circumstances beyond the applicant's control have prevented Action from being taken, in the event you do not call for the above inspection or request and receive an extension prior to August 11, 2002, your permit will become null and void and any further work on the project will require a new permit and associated fees, Thank you for your cooperation in this matter, Sincerely, Kathryn A, Stdtaon Permit Technician Xc; Permit mile No,M2Q00 136 Bob Benedicto, Building Official 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 • Phone: 206 - 43/ -3670 • Fax: 206. 431.3665 1 January 9, 2002 Mr, Scott Wallace 7717 Detroit Av SE Seattle, WA 08108 Dear Permit Holder City of Tukwila Department of Community Development RE: Permit Application No, M2000 =138 Location: Exodus Seattle 3 . Phase 1 3355 S 120 PI In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division, Per the Uniform Building Code and /or Uniform Mechanical Code, every permit Issued by the Building Official under the provisions of this code shall expire by limitation and become null and void If the building or work authorized by such permit Is not commenced within 180 days from the date of such permit, or If the building or work authorized by such permit Is suspended or abandoned at any time after the work is commenced for a period of 180 days, Based on the above, you are hereby advised to: • Call the City Of Tukwila Permit Center at (208) 9314870 to schedule a progress or a final inspection A progress inspection is Intended to determine If substantial work has been accomplished since Issuance of the permit or last Inspection: or if the prolect should be considered abandoned, if such determination is made, the Building Code dons allow the Building Official to approve a pno extension uo to 180 dgva, Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicant's control have prevented Action from being taken. In tho event you do not call for the above inspection or request and receive an extension prior to February 10, 2002, y , ur permit will become null and void and any further work on the project will require a new permit and associated foes. Thank you for your cooperation In this matter. Sincerely, Xaltitit p a Kathryn A, Stetson Permit Technician Xc: Permit File No,M2000 =138 Duane Griffin, Building Official Steven M, Mullet, Mayor Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206.431.3670 • Fax: 206.431.3665 August 16.2001 Mr, Scott Wallace 7717 Detroit Ave. SE Seattle, WA 98106 RE: Permit Status M2000 -138 3355 South 120th Place Dear Mr. Wallace: City of Tukwila Department of Community Development Steve Lancaster, Director In reviewing our current permit files, it appears that your permit for installation of HVAC for three levels of computer room, administration and UPS room at Exodus Seattle 3 = Phase I issued on October 3, 2000,11as not received a final inspection as attic date of this letter by the City of Tukwila Building division, per the Uniform Building Code and /or Uniform Mechanical Code. every permit issued by the building official under the provision ofthis code shall expire by limitation and become null and void ifthe building or work authorized by such permit is not commenced within 180 days from the date duel! permit, or if the building or work authorized by such permit is suspended or abandoned nt any time tiller the work is commenced for . ,t period of 180 days. Based on the above, il'n final inspection is not Balled for within ten (10) business days from the date of this letter, the Permit Center will close your tile and the work completed to date will be considered non - complying and not in conformance with the Uniform Building Code and /or Mechanleal Code, Please contact the Pernik Center at (206) 431 =3670 if you wish to schedule a final inspection, Thank you for your cooperation in this matter, sincerel kcwuP1v C(. .tt' rtlah Katlhryn A. Stetson Permit Technician ;Cc: Pcrmlt Pita NO.' M2000 =138* Doom; Griffin, Building oilicial Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite 11/00 • Tukwila, Washington 98/88 • Phone: 206.431.3670 • Fax: 206.431.3665 =NT BY: ENGINEERS NORTHWEST; 'R ELLINGSON NORTHWEST •Y Y. • • • .•1 •.E.O•11111110•11•11•I. •- •••••••• s•••l.. s•1•1110 •••••••••■••••• •. • • ••••U • • • .. CM' OF�TUKWILA JAN 1 7 2001 plRMlr CENTER NORTHWE$T 1: To: A1Th: 2065254410• JAN•2.01 3:4OPY; AT: 2088350571 An woo 43e EXODUS T.I. ROOF TOP HVAC ANCHORAGE T1AKWlLiA, WASHINGTON • • • •• • ••• n • •• • ,z9z- Y• O••.0S • DATE: a ' 1 OD PRouncr N NUMB= ur PASS ,,, (CIOVRIt satyr INCA •nntn% .. nww»w • vw%v • •• • • • Y • - PAOE 1 • FAX TRANSMISSION •COVER BEET • • • • =NT BY: ENQINEERB NORTHWEST; ): B ELLINOSON NORTHWEST ,v SAW REMAR COPY TO 206525441AC AT: 2008350571 i t' . ,.., mirrqva DAM '1 1OD NUM MI OF *ACES , (COM SSW INt UIMID) - OIIC1NAL) TO VOLLOWs TIS IF YOU DID NOT kIIV'E ALL ?AGO INDICATED AEOYE, PLEASE CALL (206) 523 -45160 JAN - 3:52PM; ONO W000L ►wr AVaNUE t, W M q1ek Si mu. WASOINGT N J0115 FAX: QM) 523 - fi/M PATE 1 /2 FAX TRANDUSSION COVER SRUT *LAO Ain fO all Oi 3 c I.1133liiON S tl INFIL HMO SS31 S1 Vd SWL hN iN3 1000 31 . :3:1ION SENT SY: ENGINEERS NORTHWEST; 2085254410; JAN4.01 3:52PM; PAGE 2/2 FROM : AIR SYSTEMS INC I I Figurs 3-2C Coaling $ Howling Units (10 *tough 1303 Ton) 1404 $/4* •■••••■••.......14*.4 14••• Wg" no% sw-11 10/1,1 ir,„, Ir.1 I lir...gm 4110. • .11•1111111111.1111111111111111MMI• IINIMISMINIRP war u ofra° 1 qlf WA. Ltai• sheinvi owl 1 *■ 0 0 61 "1"1 6 "' 41 OM' s/tr No. to* ••• N;.4 sissiMMI FAX PC, : 20698813132 Sep. le 2fr 43:34PM P2 1 awnwase 1332114 War's. bitialit v 4 SIMI MM. 044 SA, lill•wm Op m, Vidor Pleas • 0 4/4 essileimaale Praia Meth MAO cp /mum OM* (low t• TAW $-101) Jr 0•• 1. o4 m.11111~ Molars or Copeak4 17.11171 97! ! 11;1 011•0 4.0....mosim•ftemon.Iftwilo...111■ °IMP* Ali 3/11 ant Ve O HM Nei. NO ................ L•e2n4 A 1 i IA' ow. Hutn fir MIA imiAlgall DC *Km IromInoWng it 17114. 2 • j_i/Ir n,., NO. ter no. Inillt41kOd DC irithis Wrovilnetlai At 122112 a • i ste au. Hew ter liwtautne AC • WI wItIsa tamilflatty 41 MN. • 1 >Iim hi ;41 li • i I& Har inetalthis a **vitro' wiring terminating at IT217. 1 • 0 I Ms Nolo for mom power wiring. ...NIP. • •••••■••■■■••■••■= r 2 Ft 10 aux.?, To 6 to y. , Ft,44 4 fl 1 1$014 5 ffic t f rRttpc)(1- Stif Ri UeltqC1 F14,454.0 @- le 0 / 6 Pkr41444441:P 1'1 CO- 09/13/00 MON 17:17 1 T SINIONNIM SENT.SY: ENGINEERS NORTHWEST; T0: 8 ELLINGSON emarawif COPY To 1 •' w A AI 2065254410• AT: 2068350571 JAN-2.01 3:53PM; • NORThWEST To: asorsgstioNw AT7Ns �' v 'V DA's' CO RE: ....--ftgAlte.Maidige.... PROJECT NUM= OP PAG1$ . (COM MET 1NCWDRD) O*IGJNAL (S) TO FOLLOW: YES ao WOp0.AWN AViNU* N. R. marls AK SRATYa WAININGToff S 115 Ms s » 4595 PAOE 118 FAX ThANSMIBMON COMM MUT ANIEM . i 1P YOU OLD NOT tCUVI ALL PAGIS INDICATED ABOY%, PLEASE CALL (2%) 525-47540 SENT •SY: ENGINEERS NORTI ST; NUKIHW . .. 3 2OeB264410; JAN,.24.O1 3:S4PM; PAdE 3/6 EXODUS T.I. ROOF TOP HVAC ANCHORAGE TUKWIL.IA, WASHINGTON STRUCTURAL CALCULATIONS SEPTEMBER 2000 ENWJOB NO. 99136004 DESIGN C I ERIA CODE: 1997 UBC WIND: 80 MPH, EXPOSURE C SEISMIC: ZONE 3 UNGINUSl1$ NORTNWLST, NIQ• P.S. • S11AUCTURAI. mNRI$CER8 Mr wo0C4AWN AVENUE N.E. NAME, WA ICI* ($01$ MAIO FAX (3as Walla BENT lY: ENOINEERB NORTHWEST; 2085254410; FROM : AIR SYSTEMS INC .+ Figura 3.2C !LNG Cfellflg i Hosting Untie (00 through 130 Uhl • -. Aro 11•4 ..,.�,.. -- 1wpm. .t' -4 Ott' ..Nr- ...... ,..._.INI.. N' . 0 War - -..... 1 11 ' - 4 1 /$ h •.+..--+ .n.......�.�..... 11' , /$'..mow PAK NO. : 2 102 Seep. 19 MOO 4115:3 P2 dlutut At trolosiar INN 1144. M JAN -n•01 3:54PM; srt Wand A . If • 4 ir:G Iww CrA /rrii••• Della (Mh► N ?*W. 4441) PAGE 3/8 O4t floor u► r -0 $ /A' i.?t' I:t• flab 1 f /o' pin. Haw far floe inalallr/ OC 01 _011/ I*orw naUN at t M. 1/ yt plo. ital. far Agfa Igastalle4 DC atria WnaU lti at I 1/f at.. Nate hr 1001atltii AQ ttoi whim W tannII *y at 111110. 1 1/: 01.. f�1• ter Iaata1111t* AC M pC •astral wlri t l.rN lnaU j at tf1117. in error o s 011 Not. car Ma rill. •■••••••••■■• •. F 4 04'5 fro 10)(15;3 flittO w x +2. 1 0 1 . 0 1 q /i'H ill r kc:'iv I) RIU ' IAX &pz) Plariii4ottot, "t'f? ` mei-- 00,11/00 NON 17:37 ITI /RI NO $030' l SENT 9Y: ENGINEERS NORTHWEST; 2085254410; JAN -2..01 3:54P111; PAGE 4/S Seismic zone 1 9o1 profile type Ns Equipment wriest M equipment mantel an a roof or on ground ? Be. (32.1) E4 (32-2) Eq. (32-2) Eq. (32.2) Eq. (324) Job oat* r Job naps Anchorage force I1MOO) Anchovies force (Wen) ENGINEERS-NORTHWEST, INC.P.$. ! WOOCLAWN AVE, N.E. (SUITE 206) SEATTLE, WA. 011116 07 WIC >rsc!lern 1030.2 Equipment analnoraye Mine brew ( Apples only to equipment waighMng 400 or more) See. 1032.1 Ca Ca' 10 MAP sPIRP ISIRP hair Pm* 4.0'Ca'I,•Wp Fpu" ap'Ca •(1 +3lsi w)Wp F'pu" CrWAP 11 +a m Owp Fpu• trCVIp •(1 +31tri r)Wp Now o.ra•ri•Wp (R or d) ▪ ` a Soto sic oaefAoisrnt ) • 0A4 +• Ca'Ns (a' not • Ca In scenic Z ms 4 oily) • 1.tM 0.11333 Amide E. attached babes e.g. u 0„3333 Mold squIpmsrrt - rlgidk mounted • 1.117 Equlp,wyporfsd an *Nan MoMtors • 1.0000 at r of tarsi • 1.7000 WV Upp,r bound M Zaire • 1.4407 IN Moab agtp. strohwd blow o.g. * O.50S7 'w filed equipment - rtoie8y mounted • 2.9333 'W Eqapaupparlid on vibration Isolators • 0.3010 WV Lower bound all ?Anse SHEET OF ___�_, Rev. 1/11/00 ASA .161( If urnknorm use `3D' ) .10.9 & U ( Greater than 1.0 or h *ethnic Zone 4 ) Fpu dation • 1.4867 "W Ultimate Fp design • 14471 'W Mortise (1A ult. 1rtor ) Fp design • 11.234 nips Sat footnotes 01 lhru 3 bsbw 10-0 3.0 Tb1.1�4 3.0 Tb1.18.0 3.800 nots14 Fpu design 0.6007 'VII Memel, Fp design • 0.4190 "W Working (111 ult. factor ) Arnshorsgs force (VM$A) Fp design • 1.4M kips Sae footnotes 01 Esti 3 gailinsitammINImulhationliain Fpu *dip • 1.7600 'VII Ultimate Fp design • 1,2971 'W Working (1.4 ult. factor ) Fp dasion • 19A1141 kips See footnotes 01 torn 3 below Yea !T UOC fool rotas 0141 Tabu 10.0 NOTE : - 14 For anchors that ars not embedded fi Jinni:Sera minlnwrn rWINIly ens aMvvo anchorage fume' by 2.0 for the anshor toads 2.)1bI,111.O - Foo ions 1- "Only anchorage or restraints need be designed," 34 Tb1.11.O • Footnote is . "Anshan", shall not be resisted by gravity ftislio n." 07 UDC Equipment S/11100 117Ee4t1HRada BENT •SY: ENGINEERS t1ORTMNEST; 208525441R; JANA - 01 3:55141; PAGE 516 ENG INFERS -- NORTHWEST INC. P. S. N W000LAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 06115 • (200)625.7560 • PAX 41 ( MOW Jo. No. sUPJECT Jol NAM[ t c;1W '( Ua II c ‘94 OfI*: 4 '7jt !kw:. t9,9x5RF ° 94Fy iy -• 1o5/'tq a = mid ate( MZ *'- FMK- 4u 0w61 Cogr12.-1 '% rr WA 441 I'H' glid' Th*»:'l.. htLf D• F)td a 104. Tv afoxis,$ Npiosi•tisso A nus. rio/9 (641)° W 1 4 . 1 4 4/ - MI . wait MOWJt CA" c111. U. BENT .BY : ENGINEER& NORTMCBT; 208525441A; JAN.0•O1 3:53PIN; P ENTHOUSE R4 U)F FRAMING PLAN ' ELEVATOR VACHO p . ,.-r B WI • 04 axe IL* • aiv. er..• SECTION '..., B-8. 3 1111111•=11111 IMP 1 . • 1'rQ SECTION G -8.3 .C.L ,41.44 .. MEGk( , .LLIRB TOP FRAM . 1! 10' 7V- II+• CIA MIS m.ou CUM tevoltemommett4lettimeettoim • Igoe M1{ P MI . . Ct.,,,MB FAME Fes. __I Q .NITS. i • • 1'•d• ;'noon p i OP.T glum S, E,CTIC)N M -8. r•�� SECTION C -8.3 ere 1 1 .•• .. • .. ••. -H 1 ... . . •r rd.W 1• 111. *1! e 81,0 ge/ 1 -1.1 4 !` i11M 1 • IOQ • !•M molar' NI 0/ 04 Oar » 411 �c I �• Zl i ir•i• 1 1v_•• ( i PAGE 818 • r 81 ft TYP. gq PER LOG WALLS Q! •.. 1 L5QQL.umTs SECTION Kc- . alogramlamanawaes SENT•BY: ENGINEERS NORTHWEST; 2085284410; < .11 1 f• If DIAGONAL BRACE ELEVATIONS r tOt. t ec� i�► ww+l rs . WV +rf t OM. Vs KAZ 11, Oti•Crt till SECTI . M t SECTION J -8.3 • WALL OF �15D§O01 UNITS; SECTION L -8.3 I. • t•-o• JAN 3:85PM; PAGE 7/8 fir 16 US L • 00L. 14ri.f'.f • R'a ♦/ 41•4 O I ti 6000 a4•••••.r.rr. E -8.3 1 a.••• • 1•M /MOO •••1 . • •N • • .5iima ' FRAMING t,0W. ME I= wax SECTIOP O 1 1 11 1 • 1•1'I1•.i••11 SECT IL N O •. /. MoWla 11 PAT QU M JQB SUPPLY VN11 . �J BENT 8Y: ENGINEERS NORTHWEST; riONS • CURB SUPta j.,.FRANIMQ BELOW ROOF,.. 1)E0( ��R9 FOR �LPPI,Y l�Nliy 2085254410; JA'' -2.01 3:55PM; SECTION A-8. 3 • r-.if §1Q _ Y'tW _Of CURBS ••• OU�g PQR EXHAUST UtilT§ CURB FOR HUMIDIFIERS PAGE 8/8 •••• a •IM.W a. a asaalta a agiaa _ _ _ • u • as • a its •s•..•••• .•..� ammo. 1 1...••••.•••••• a••a•aa• •• irrr+ • arm • a. •• •• ••••••••■••••••••••••.... a ■v•• •• ...a a•.a..•---- ...yy••••• a..•... •••••■ •••• ••••••••••••••••••■ • •••••••••• - ••1T ••. • •at Iasi a •1SM+i...y•••.•••••. a • Js. 4 .•.41.9 • /w•isi..Yl - - • a..•r• ••as•.• SS s••••••••■ ••••• w MINNOW arr I•••••• •• i • a•• v • a 1 a • •. •/••••••A M• •. .y •.1111• • - • ss await r ads 144 wM .1 41. N43 •1:1:11! -. 1111 EXODUS SEATTLE i' TENANT IMPROVEMEN a1_,.•••• ,...- " s..4••.•.........•---- -■w- NaltAMMAMS M'I' --�-- wlUf IWO BEY ARCHITECTURE To: Matt Mathis Air Systems Inc. Exodus 3 Jobsite 3355 South 120t Place Seattle, WA 95188 Re: MECHANICAL PERMIT PHASIC 1 & 2 V sending you Via: the tenoning items: F ! jr. Yo X information and use 0 Review and COMMON 0 As teque Action Required: 0 As indicated X No icuon requited 0 Fot aionature and return 0 A pproval RQTE: N enclosurgs we notes notet kind v no* usAt coos, 1 ac: TRANIIMITTAL ONLY; W! ATTAGMMENT5: x Attached O Mail O Prinks O Submittals 0 Under separate cover 0 Overnight 0 Letters 0 0 Ccwier 0 Originals X Documents Descnpuon Revised Rooftop Equipment Noise Analysis (Phase 1 & 2 B 50L Acoustics Inc. Fr4.E x a Q Q TRANSM ITTAL Date: 09/20/00 Project #: 00.10.08 Project: Exodus Seattle 3 at Intcrgatc,East X Hand Delivery Structural Calculations for Rooftop HVAC Anchorage B Engineers Northwest Remarks We are transmitting this information to you so that you may submit It to the City of Tukwila. It is our understanding that these documents resolve the last remaining questions from the City with regard to your Mechanical Permit application for Exodus Seattle 3 T.I. Phase 1 and 2. Please expedite submittal to the City and let us know if the City requires any further information. a Doled 9/19/00 Sept 2000 RECEIVED SEP 20 2000 SABEY ARCHITECTURE 0 12201 Tukwila International Blvd, Fourth Floor 0 Seattle, WA 98119 0 (206) 281 -8700 0 FAX (206) 282.9951 SEP— i 9-00 03:19 PM 1 September 19, 2000 JGL ACOUSTICS Sabey Corporation 12201 Tukwila internationai Blvd,, 4' Floor Seattle, WA 98168.5121 4256490737 Attention: Mr, Haynes Lund Subject: Exodus Seattle -111 Revised Rooftop Equipment Noise Analysis (Phases 1 & 2) Dear Haynes: This report summarizes my findings regarding the issue of environmental noise radiation from the rooftop mechanical equipment proposed for the rixodus Seattle - 111 project at Intergato East (Building #5) in Tukwila, WA Intcrgato East is a five building industrial complex located between Highway 99 (Pacific Highway South) and East Marginal Way, just south of South 120 Place. This report supplements my original report dated July 19, 2000, and it Includes a revised analysis based on new noise information obtained on acoustic teats conducted on two of the actual units that will be supplied on this project The previous analysis was based on data provided by the equipment manufacturer The manufacturer's data is several years old, and in fact is based on a reciprocating compressor system rather than the scroll compressors provided on the newer units. This analyis is also based on the current project drawings dated 6/26/00, Project Description The mechanical equipment scheduled for the roof of this project includes a total of 104 Trnno model SXHGD134 air - conditioning units, 50 Acrovent model HVWPX -72 exhaust fans, 2 Leibcrt model CD -308L air cooled condensers, 3 smaller Trane air - conditioning units, and several small exhaust fans, which have yet to be shown on the drawings Actually, the 6/26/00 roof plans for the project only show only 42 of the 107 Trane air - conditioning units and 20 of the 50 Acrovent exhaust fans, the units included in Phase 1 and Phase 2 of the project. The project is located within the City of Tukwila, and the Tukwila Noise Ordinance (Chapter 8.22) governs the maximum permissible sound levels as noise is rndinted across property Tines. The subject property is zoned industrial, and so is the adjacent property in all directions. There k a private residence located approximately 270 feet south of the building, but the home is located on property that is zoned industrial. The nearest 1'antulting Svrvir rK in Shunt) x Vibration (' ►,rural Mfr t; 1.111.1q. /Nuke P. 02 RCOUSIIC5.IOC ;1f4t iWMtLt t. tBali ri<Wt k.wp►.1I► %vnWM" ti. ,411•oolt1/1444 Far i4,11 ig SEP -19 -00 03:19 PM JCL ACOUSTICS Exodus Seattle - II1 09/19/00 Page 2 of 4 4256490737 properties that are zoned residential include property approximately 500 feet directly south of the project (south of South 126 Street) and the property in unincorporated King County on the west side of Highway 99 — approximately 650 feet southwest of the site According to the Tukwila Noise Ordinance, the maximum allowable noise level radiating from equipment serving this project to near -by industrial -zoned properties is 70 dfA This noise limit applies to continuous noise sources that are steady with time. The rooftop units proposed for this project meet this description, The nearest property line is to the east, approximately 80 feet from the edge of the building. The property lines to the south and west are 100 feet from the edge of the building, Equipment noise levels must be at or below 70 di3A at all times and at locations on neighboring properties to meet the intent of the noise ordinance. The maximum allowable noise level for the receiving properties that are zoned residential is 60 dBA during the day and S0 dBA at night, where night is defined as 10 pm to 7 Am Since this equipment operates continuously, the nighttime noise level will cotttrul the acoustical design at nearby residential properties, kquipintnti Nolo Levels Noise data for the rooftop AC units was obtained from direct field measurements conducted at the adjacent construction site on September 9, 2000. These measurements wore taken to verify the accuracy of the manuf tcturor's data, as well as to compare the relative contribution of the noise from the compressors and the condenser fens These test results revealed that the compressors aro actually noisier than the condenser fans. In addition, the tests revealed that the true noise level from these units is actually 3 dBA lower than the manufacturer's published sound data, Predicted Noise Levels Rooftop equipment noise levels have been calculated at 6 feet above ground level at several distances from the building and documented in my July 19, 2000 report. This report showed that the noise from the rooftop equipment would be in compliance with the noise ordinance at all adjacent properties that are zoned industrial. Now that we know that the rooftop units are actually 3 dBA quieter than originally expected, this conclusion does not change, We do know, however, from the previous report that the noise impacting the residcntinl properties will exceed the noise ordinance by a substantial margin unless noise mitigation is provided. Noise Mitigation In order to mcct both the daytime and nighttime noise ordinance maximum allowable sound levels from this equipment, it will be necessary to construct several noise barriers P.03 RCOUSi1C S'EP -22 -00 09:29 GYM JCL 4COUSTICS Exodus Seattle - 111 09/19/00 Page 3 of 4 4256490737 on the roof of the building. The purpose of the noise barriers is to shield the residential properties from these units. In order to do this effectively, six North -y South barriers will be required to protect the residential properties to the west. These should be located as shown in SK -1 dated 9 /17/00. In addition, an East -- West barrier will be required at the far south edge of the roof to protect the residential properties to the south. The noise barriers should be constructed from 5" thick acoustical panels equal to IAC Transportation Noishield Sound Barriers (see enclosed literature). These panels are available in steel and or aluminum construction and have a unique interlocking design to make installation very easy once the structural framework is in place. The noise barrier panels should extend from an elevation 3" to 6" above the roof to the recommended top of panel elevation, The gap under each barrier is required for water drainage and should be closed offwith a continuous strip of aluminized coated vinyl equal to Kinetics KNM- 100AL/AL (see enclosed literature). The vinyl should be cut 2" wider than the gap under the noise barrier and bent to permit water flow under the wall, There are several noise barrier panel designs available from IAC. The recommended design is the Type SFS, which is absorptive on both sides of the panel, This is required for the N -S noise barriers because there will be rooftop equipment located on both sides of these walls, If one side Is left as reflective, it could reflect noise back toward the residential property. The E -W noise barrier at the south edge of the roof should be Type FS (absorptive on one side only) with the absorptive side facing the rooftop unit'. Figure 1 presents the results of a noise barrier analysis for this project. This graph presents three curves — each curve shows the predicted noise level from the rooftop units as a lbnction of barrier height. Because of the topography in the area, it turns out that the residential properties to the west of SR -99 will have a greater noise impact than the closer residential propel tics to the south. The top curve in Figure 1 represents the predicted total noise Icvcl at the Sherlock residence, which is located immediately south of the Intcrgatc West project. Noise levels Are expected to be greatest at this location because of the relatively close proximity to the project (640 feet to the nearest unit) and because of its elevated position, The curve marked by open squares represents the top floor apartments located in King County near the top of the hill west of (ntergate West. The curve marked by solid triangles represents the residential property approximately S00 feet south of the building. Noise levels will be lowest in this area, because of the lower elevation of the receiving property relative to the roofline on the subject project. The predicted noise levels shown in Figure 1 include only those units that are part of Phases 1 and 2 of this project. This includes 40 rooftop AC units and 22 exhaust fans, In order to assure that the project will meet the 50 dBA noise ordinance requirement upon completion of all phases (using similar noise barriers for Phases 3, 4, and 5), the noise barriers for the Phase 1 and 2 units should be designed to achieve a noise level no greater than 46 dBA. M shown in Figure 1, this will require that the top of the N -S noise batiiers be 5 feat above the top of the AC units. To protect the residential property to the P. 02 A C011 11CS.1fl SEP- 19--00 03:21 PM JCL ACOUSTICS t . Exodus Seattle - III 09/19/00 Page 4 of 4 If you have any questions regarding those findings and recommendations, do nut hesitate to give me a call. Very truly yours, JCL Acoustics, Inc, Jerry 0 Lilly, P.E. President Member INCE, ASA, NCAC 4256490737 P.05 ACOUSIICS.IAC. south, the E -W barrier need only be 1 foot above the top of the AC units, 1 should also point out that the height of the noise barriers for the equipment serving Phases 3, 4, and S may be slightly higher than the noise barriers for Phases 1 and 2, This assumes, of' cause, that the same AC units are used for the future phases of this project, if less noisy equipment is used on the future phases, then the noise barriers may be lower or eliminated entirely. The total length of each of the N -S barrier walls is 260 feet, and the approximate height is 14 feet (assuming that the base of the AC unit is 12 inches above the roof). The total length of the E -W barrier wall at the south edge of the roof is 220 feet, and the approximate height is 10 feet. The total noise barrier wall area that is required to meet the acoustical requirements for Phases 1 and 2 is approximately 24,000 square feet. Of course, these panels will have to be structurally supported to withstand the necessary wind load. One of the nice things about these panels is the modular design. Because they simply drop into place between the structural supports, it is easy to add new or additional panels (or replace damaged panels) in the future, if necessary. I should also point out that the installation of the recommended rooftop noise barriers will also reduce noise levels to the industrial zoned properties immediately adjacent to the site by a substantial margin. Because these properties wore shown to be in compliance with the noise ordinance without the rooftop noise barriers, I see no reason to revise these noise level projections. Exodus SE -3 Rooftop Unit Noise Barriers Section View Looking North (Scale: 1" = 40 feet) 9/17/00 l^J Noise Barrier (typ.) Exhaust Fans RTU (typ.) A N cos t0 0) m N m U SEP -19 -00 03:21 PM JGL ACOUSTICS 1 •3 Exodus SE4 Figure 1. Rooftop Unit Noise Barrier Analysis (Phase 1 & Phase 2 Units Only) -2 -1 Assumes 6 N•S and 1 E-W barriers far Phase 1 and 2. 0 1 2 3 4 5 Noise Barrier Height* (feet) 4256490737 P.07 6 7 Shorlock Residence —El— Top Floor Apartments --A— Residential to South 8 Barrier height is relative to top of AC units. Note: Analysis is based an noise tests conducted on 9/9/00 09-'08%00 FRI 09:12 FAX 206 281 0920 pip SABEY CORP. TECH Response to Review Comments Comments by: Ken Nelsen, Tukwila Building Division, Dated: Aug 3, 2000 Project Name: Exodus 3 -Phase 1 and 2, Mechanical Permit Application Application3: M2000.138 and M2000.139 Response by: Rod Mandavi, P.E. , Alfa Tech Dated: Aug. 18, 2000 Sabel• Corporation 00£ With reference to your comments: 1•EF -1.1 through EF -2.10 are part of economizer cyde. During hours that outside temperature is less than certain temperature, say 65 degF, outside air introduced through RTUs and exhausted through these fans thus unloading cooling coil and compressors. Cooling systems is designed to supply air at 52 degF to the zones. Depending on outside air temperature system will mix certain amount of outside air with return air such that the set auppiy temperature is achieved, If outside temperature is at or about 52 degF, 100% outside air will be provided to the building and 100% air will be exhausted from building. This will help saving energy 2-Mechanical drawings are revised and reference to wall rating is deleted. Only architectural c O p- C T l O N drawings wif Identify wall ratings E j 3 -Same as 2. LTR# 4-Refer to architectural response 5-The details are provided by structural engineer, 6-No manufactured duct is being installed In this job. 7 • a- Mechanical Drawings are revised to show a FSD at the wall penetration. b- Mechanical drawings are revised to show FSDs omit is coorcinated with architect. It is not a separation wail. ft ARCHITECTURE RE RECEIVED SEP 0 8 2000 EXODUS SEATTLE 3 MACDON L LD- MILLER 1g 1 4 '1V .1 • • • • • •'I 0 O f t i i ii; 1 1 • • • r ' • . • • •. •• • Boston, Massachusetts Milwaukee, Wisconsin TRANSPiRTATION NOIShIELD® SOUND BA highways Fridley, Minnesota NOISHIELD BARRIER FINISHES • railroads • buses • airports • li FREESTANDING BARRIERS NOISHIELD Types: FS and SFS Barriers — sound absorptive on one and two sides respectively — optimize sound transmission loss and sound absorbing properties in a durable and attractive wall system in harmony with the community. Excellent low - frequency absorption of truck and bus noise • Laboratory-rated sound absorption on one or both sides • Low weight, rugged construction — ideal for wall or bridge mounting • 5-in.-thick (127mm) modular metal module system in steel or aluminum • Abuse resistant dual- coated. galvanized steel or aluminum construction • Withstands wind velocities of 110 mph (177kmihr) in accordance with The American Association of State Highway and Transportation Officials (AASHTO), Design Standards -- designs for specific wind loads are available. • Readily relocated in the event of highway widening or other projects CONFIGURATION NOMINAL THICKNESS 5 in. (t27mrnl Stool IS) Type FSIS 6. (26.9) • �_ T s 9.8)4210) _Aluminum (A) Typo FSIA 4 5 f3^ Froo landing olong6ido highways, :„ rips, subways, airports • . Um PSI lot nipn@r low Ir #Aupncy srrniim,won WEIGHT, Iblftt (k0lm APPLICATION ACOUSTIC PERFORMANCE CHARACTERISTICS SF SFS 5 so. (127mm) • fiyp� SFSIS_9,fl 1a6,7)� ▪ Typo SFS/A 5.2 RIO — J-7.16.5. Freestanding between highways and Ironlege road);_ . Transportation NOISHIELD Barriers are rated with sound transmission lose values fully compatible with typical barrier performance requirements. All NOISHIELD Barriers incorporate sound absorbing materials to prevent noise reflections which degrade sound barrier per- formance, Type C modules are used to clad new or existing non-absorbing barriers while Type FS and SFS are freestanding walla which combine sound transmission lose (125 Hz insertion loss less than 10 dB) and high sound absorption ratings, Freestanding Type FSt is used for applications requiring 125 Hz insertion loss between 10 and 14 dB. NOISHIELD Barriers are finished with a tough, thermosetting, polyester powder coating which is not damaged by the harsh cleaning chemicals used to remove spray paint graffiti. A wide variety of standard colors allow complementary decorative schemes and attractive designs to reduce apparent wall height as perceived by the community and motorists, Optional facings include brick, stone, stucco, wood, slate and others, - Tested for accelerated weathering per ASTM G 23 for 2.400 hours with chalking not less than No. 8 rating (ASTM D 659) and color changes less than 5 NBS units (ASTM D 2244). - Salt spray tested for checking, blistering, loss of adhesion. or evidence of corrosion per ASTM B 117 for more than 4.000 hours without coating ladure. BIERS PROTECT COMMUNITIES Ar 4INST NOISE it rail vehicles • subways • elevated systems SOUND ABSORPTIVE TREATMENT FOR REFLECTIVE BARRIERS NOISHIELD Type C Cladding Modules - sound absorptive to control reflec- tions from acoustically hard barriers Apply to new or existing wood concrete. or steel barriers to reduce reflected noise levels in the community • Retrofit existing barriers to el1minal8 or mitigate noise complaints • Low weight rugged construction - ideal for retrofit applications • Laboratory rated sound absorption Coefficients • 21/2 in i64mm1 thick metal module system • Abuse reststant galvanized steal or aluminum construction Individual modules readily manufactured and replaced if damaged CONFIGURATION NOMINAL THICKNESS WEIGHT. Ib /f1 (kg /m ?) APPLICATION Steel tSt Aluminum (A) 2' ,r' i64mm1 Typos C:S20lf 81 C12'S23t11.2i.C38'S281t3 71 Types CA 1 1 1541 CI VA 1 a (C8),C38A 1019.31 '•.zoly 10 new Co tettotIt Ousting metal, wood thick, Concrete, Stone of 011101 noiso.tolIoctinp walls Sotert Typos C12 Ana C38 for unnnnced 125 Hz Sotu+d tibs0rOUOn SOUND TRANSMISSION LOSS DATA, dB its Octavo Band Contor Frequency, Hz 125 280 500 1K .-► Typos FS/S and SFS/S 21 , 33 40 33 Typo PSu$ 24 38 '41 33 Types FS /A and SF3/A 20 31 37 30 4rt darn aCC01a4nC0 wr►h AS TM E WAND E d 13 SOUND ABSORPTION COEFFICIENTS '/a Octavo Sand Contor Frequency, Hz 125 250 500 IK 2K 4K OK TypoFSIS, FS/A and FSt/S .-a' Type SFSS ono SFS /A Type cis. and C/A Type C12/6 and C12 /A 2K 32 25, 38 4K 26 3e 28 1.12 1 12 1.10 1.01 , 0.84 0.76 0.57 0.49 1 04 1.14 1.05 0,96 , 0 95 0.87 0.30 1 05 . 1.07 1 01 0.96 0.88 0.78 0.48 ' 1.08 , 1.10 o,e®_ ' 0,92 0.83 ' 0,78 Type C38/6 end C38 /A 0,88 1 -19 1.10 1,03 0,90 0.81 0.76 All data on accordance with 150 Standard 354 ASTM C 423 and 5 .1 1 .7 won 12011 15111 t les16rlmplR in 10.000 hi 1283m'I ravordoration room Typo A mounting CUet'0ents grantor than 1 0 result from addo OdlraCtton ohms Do not use sound adsorption values gteale' than O 95, Cow frequency franspor- tatlon nose (Waits STC and NRC rnapproonato rot de$CaQ darner PerlormanCe NOISHIELD BARRIER INSTALLATION NOISHIELD Barriers are engi• veered from the foundation up for structural and acoustical integrity and economical installation Low weight modules stack between posts to achieve required wall heights NOISHIELD barriers can be installed with norizontal or verti- cal reveals to satisfy aesthetic and architectural considerations Existing reflective barrier Type C Horizontal Retrolit Portland, Oregon Chicago. Illinois London, England A Type FS Vertical Free Standing Transportation 1.0. GENERAL 1.1 Sound Barrier Modules shall be manufactured and in- stalled with an acoustically absorptive surface having guaran- teed sound absorptive properties facing the predominant noise source. The barrier shall be constructed of vertical posts and sound absorptive polyester powder coated metallic modules stacked to achieve the required wall heights. The pre - approved barrier system shall be Transportation NOISHIELD modules as manufactured by Industrial Acoustics Company, 1160 Com- merce Ave. Bronx, New York 10462.5599. Contact the product manager at 718.430.4515, fax: 718.430.4530. 1.2 Pre -bid submittals and approval shall include sample structural calculations and wall design drawings; current test data illustrating compliance with the requirements of the acous- tical and durability specifications for modules made on produc- tion line supervised by craftsmen; proof of adequate manufacturing and financial capability consistent with project requirements; and a sample module made on production tooling. 2.0 DESIGN 2,1 The barrier shall be designed in accordance with the requirements of the latest edition of the AASHTO Guide Speci- fication for the Structural Design of Sound Barriers, 2.2 Posts shall be spaced at 18 ft (4877mm) on center for steel posts, (plus concrete web thickness for concrete posts) consistent with the module spanning capability at the design wind pressure. 2.3 Ground Mounted Barriers (request long form specification) 2,4 Structure Mounted (e.g. Wall, Traffic Barrier, or Bridge - Mounted) Barriers 2.4.1 Structure mounted barriers shall not weigh more than 7,5 lb/f1 (38,7 kg/m Barrier modules shall be fabricated of metal and designed with a 1 /4 in (8mm) steel internal restraining cable attached to the structure, The cable snail be designed to be fastened to the structure during installation of the modules with 12 in, (305mm) of slack, 2,5 Color, Modulo Patterns, and Graffiti Removal 2.5.1 Modules shall have a consistent color from module to module. A sample of each color to be supplied shall bo submitted for approval prior to the start of manufacturing. 2.5,2 Panels shall be stacked with joints aligned horizontally or joints may be uniformly stepped where the top or bottom of the wall change elevations, Barrier module color patterns shall be shown on shop drawings (using a legend keyed to color numbers). 2,5.3 Removal of graffiti shall be accomplished with soap and water or Turpentine, Verso', or Acetone without damage to the module or module color coaling, 2.6 Acoustical Characteristics 2.8.1 The barrier shall incorporate absorptive sound mate- dais to prevent reverberation of noise between parallel walls, between vehicles and nearby sound barriers, and noise reflec- tions to unshielded noise sensitive areas of the community. 2,6.2 The surface of the wall facing the predominant source of noise shall have a minimum sound absorption coefficient of 0.95 at each of the 1 /3 octave band center frequencies of 125, 250, 500 and 1000 Hz, 2.6.3 The Sound Transmission Loss of the wall modules shall be a minimum of 20 dB at each of the 1 /3 octave band center frequencies of 125, 250, 500, 1000. 2000 and 4000 Hz. All designs and specifications subject to change without notice. Metric dimensions nominal. Request long form specifications for Types FS/A, FSi/S, SFS/S, SFS/A and C. UNITED STATES 1160 COMMERCE AVENUE BRONX, NEW YORK 10462.5599 PHONE: (718) 931.8000 FAX: (718) 863-1138 (1:.11.,p- I:, c. . !1015 1! , .. BELLEVUc, O. s8004-632 Specifications BE.L) 454.0701 NOISHIELD Sound Barriers FS /S Module 3.0 MATERIALS 3.1 Modules shall be constructed of cold rolled galvanized steel sheets manufactured in accordance with the requirements of ASTM A 527 galvanized to ASTM A525 specifications, mini- mum 16 gauge solid side and 20 gauge (0.9mm) perforated side. Modules shall be non - welded, free draining, and free of pockets or cavities in which water may collect. Modules shall be coated in the factory with a polyester powder coating applied through the use of an electrostatic charge, and thermally bonded to the surface of the galvanized steel or aluminum sheets. 3.2 Acoustic fill material shall be fiberglass, non - corrosive, resistant to attack by fungus, fire - resistant, vermin proof, and non - hygroscopic. Fill material shall be free draining, self support- ing and shall retain physical and sound absorptive charac- teristics after long term exposure to the elements. 3.3 Posts shall be galvanized steel meeting the requirements of ASTM A 36, ASTM A 572 Grade 50 or ASTM A 588 Grade 50 weathering steel. Color coating of posts shall be as required by the owner /architect. 3.4 Anchor bolts shall be ASTM A 307 or approved equal, galvanized to ASTM A 153. Reber in foundations shall be grade 80. Concrete in foundations shall have a compressive strength exceed. ing 3,000 psi at 28 days or as required by the approved design, 3.5 Bearing blocks shall be EPDM, neoprene, or rubber, 60 durometer, 3.8 Material Testing and Certification 3.8,1 Acoustical testing 3.8.1.1 Certified test repons shall be submitted to dem- onstrate compliance with the Sound Transmission Loss and Sound Absorption Coefficients specified. Tests shell have been conducted in a laboratory accredited by the National Voluntary Laboratory Accreditation Program ( NVLAP), witnessed and cer- tified by an independent acoustical consultant. 3.0.1.2 Sound Absorption Coefficient Tests shall bo performed in accordance with ASTM C 423, Typo A mounting. 3.6.1.3 Transmission Loss Tests shall be performed in accordance with ASTM E 90 and ASTM E 413. 3.6.2 Modulo Testing 3.6.2.1 Modules shall bo tested for accelerated weather- ing in accordance with ASTM G 23 or G 26 in a NVLAP certified independent test laboratory. After 2,400 hours of testing, modulo samples shall not exhibit chalking less than No. 8 per ASTM D 4214 or color change greater than 5 Nt3S units per ASTM D2244, 3,6.2.2 Fire resistance tests shall be performed on non- metallic materials in accordance with ASTM E 84. All materials shall have a Class A fire rating with flame spread not greater than 25. 3.6.2,3 Modules shall be tested for corrosion resistance in accordance with ASTM 5117 in a NVLAP certified inde- pendent test laboratory, After 2,400 hours of exposure the coat- ing system shall not fail due to blistering, loss of adhesion, or corrosion along the score lines, or other defects. 4.0 SUBMITTALS, APPROVALS AND CONSTRUCTION (Request long form specification) 5.0 MEASUREMENT AND PAYMENT 5,1 The quantity to be paid for sound absorptive modules shall be the square feet of wall surface area supplied, 5,2 Separate measurement and payment shall be made for site preparation, excavation and backfill, caissons, posts, wall erection, copings, doors, traffic barrier, appurtenances, and accessories. INDUSTRIAL. ACOUSTICS COMPANY SINCE 1949 — LEADERS IN NOISE CONTROL ENGINEERING, PRODUCTS AND SYSTEMS UNITED KINGDOM GERMANY CENTRAL TRADING ESTATE SOHLWEG 17 STAINES. MIDDLESEX. TW18 4X6 0-41372 NIEDERKRUCHTEN PHONE: (01784) 456-251 PHONE: (02163) 8431 FAX: (01784) 463-303, TELEX: 25518 FAX: (02163) 80618 PRES AT ON IN PRINCIPAL CITIES THROUGHOUT THE WORLD s s GRAVEL BASE SECTION A -A TYPE SFS /S AND SFS /A NOISHIELO TRANSPORTATION SOUND BARRIER F/ SOUND TRANSMISSION LOSS: ASTM E90 /E413 STC 31 SIC 38 SOUND ABSORPTION ; ASTM C423 NRC 1.0 NRC 1,0 FINISH: THERMOSETTING POLYESTER POWDER COATING ASTM 8117 4800 HRS ASTM 023 2400 HRS ALL TESTS CONDUCTED IN NVLAP CERTIFIED LABORATORIES INDUSTRIAL. ACOUSTICS COMPANY, INC. 1160 COMMERCE AVENUE BRONX, N.Y, 10462 SOLID SURFACES FOR WATER RUNOFF SOUND ABSORPTIVE FACES PERFORATED SURFACES FOR WATER DRAINAGE THIS CSI NITMEO CFIOENU( AH AL, ORTiAT O CCT Ct Cti Wt. YOJt UQJ RY, 11 HUST MJT OE USED FOR ANY oDTCR KRPOSES NOR CAN IT 8E COPIED OR WOMEO WIT►g,JT YRITTEN P'ERHIS- SIt?N. tephs REr .IE:ST IT Hull 1F Q TIft►SQ IPHKIATE‘y.. ISSLE s SSLE STRUCTURAL STEEL ANO PANELS DESIGNED PER AAHSTO GUIDE SPECIFICATIONS FOR STRUCTURAL DESIGN OF SOUND BARRIERS, 1989 03/114 DALE v BY NOISHIELO TRANSPORTATION SOUND BARRIER QESCRIPIION OF ISSUE CNK APP() SCALE .0A c.") w z NORTHWEST HWEST Nvd EXODUS T.I. ROOF TOP HVAC ANCHORAGE TUKWILIA, WASHINGTON STRUCTURAL CALCULATIONS SEPTEMBER 2000 ENWJOB NO. 99136004 DESIGN CRITERIA CODE: 1997 UBC WIND: 80 MPH, EXPOSURE C SEISMIC: ZONE 3 ENGINEERS NORTHWEST, INC. P.S, • STRUCTURAL ENGINEERS 86651 W000t iWN AVENUE N.E. SEATTLE. WA 98115 (204) 525.7560 PAX (206) 522.6696 4 :S 00 9699 Zzs 90 � 1 ",YR!pFS wain? r . s +,,•rroua ! 3lliVBS MN9 :A6 1NX FROM : AIR SYSTEMS INC FAX N0. : 20698 11392 Figur0 3 -2C 5_14G Cooling as Heating Unites (90 through 130 Ton) 1 ' e'...7 a /e l e' -t s/e' - " •-i l" "M..- •• ..M•••••111•••14M. /' r.. //. .• .1 e1" / / mss• s . . . • •. /� �' -'� �� -, �. OUtdeer Ait ! . -- d' - a /!r 11 1 0 /� /,•-• O v 1 n /d' Orals Mel* or_ � Path itid.. 0 0' ,40,E I !' Mme.- 1 1 /4• Condrnr.la / �/ • undo II1otI1 RIAee) ft "' Cr7C rummer firau oe 111.t.r to 181.1. 3 -20) tme sow Lifting Irma ill Points) '.. •... ts'ea Ie /3C 11'.4 y / ..∎∎•••• - ....«ears I4'.4 0/1• 1 /t• .a.1 Msa. Un14 .> Q1ntr.$ Vow /' Y t /av a1 wa /or 14%4 I /Ot' •••I11' -0 0/!' •• ll' -so Ito /?tt' a t/L Dt•. N.Ir tor IM. !'irta •■••■•••1111••••••• Impav Op n it r.1I aUtt Alr 1 0e' Drain IA.lr I. Oldes molioloomio 1' 7 Y /ar lliwlrt.., 91•• `C.ntr.l Orr . 11/10' Ms. R.r). ter Strom or net voter Papliog Lame) A m 1 1 /14' 1114. Itult' ler field Ilu1a110d DC WIP1,44 t.rmInsIing at CM. D a 1 1 /A' file. Halt for field (1i.lsllwtl DC wiring t.rmin.ting •t 1'MUIG C * 1 1 /0' Dm. Nolo /or Inrtrlllua AC control wiring torminming al t?SIO. 1J • 1 1(a' Di.. Ilule for Inslolling AC le pr 4100 rol wIrme I.rmin.tlog At II/1117 1 • 3 1/1 Diu Hole for mA111 power wiring. Sep. 18 2dA es: 34PM P2 New,. qtr GP Qt'.. a/r 1 •- t. r /6• M • • 1 Filort 041U amp, e. toy '5;3 Fixtotke 4-12 iii' /// bw01 'k 2. t? RtLWJCi '7 - I ��t Q /c.. ��(? l ChiL 18 011 /tA/00 Mrinl 17417 r•Yip♦ ttn coed Eq. (32.1) Eq. (32.2) Eq. (32.2) Eq. (32.2) Eq. (32.3) Job number Job name 97 UAC Section 1830.2 Equipment anchorage lateral forces ( Applies only to equipment weighing 400 tr or more) Sec. 1632.1 Input Seismic tone • ga.. Soil profile type ■ Tb1.16 -J (If unknown use `SD" ) Na • u 1 Tbl,16-S & U ( Greater than 1.0 only in seismic Zone 4 ) Equipment weight • 7; idpa Is equipment mounted on a roof or on ground ? input (R or G) (,bm suaa .u.rrtal Anchorage force (WAD) Anchorage force (WSD) C • Ca' • Ip ■ ap /Rp ■ ep/Rp - epfp • irihr■ Fpu 4,0 • Fpu• ap•Ca•IplRp "(1+3hrfir)Wp • Fpue ap•Ce'Ip /Rp•(1 +3haihr)Wp • Fps* ap•Ce•Ip /R01 +3hYAx)Wp • Fouls 0.7•Ca•Ip"Wp • (hasdu tlesu_ Anchorage force (WAD) Rigid eguI � mounted ENGINEERS- NORTHWEST, INC,P,S. 8869 WOODLAWN AVE. N.E, (SUITE 205) SEATTLE, WA, 98115 Fpu design • Fp design is , f l.mart Ofl r on ICJ; akkillaZatinglaidl f. . . • . I . • u . t • 1,.• _ • ►. , .AS. ill •L 'I . , u W Fpu design • 1.4887 • Ultimate Fp design ■ 1.0476 'W Working (1.4 ult. factor ) Fp design a 16.23• kips put W e unit weight (kips) 0. - Seismic coeMcient 0.44 • Ca•Na ( Ca' not : Ca in seismic Zone 4 only) 1.00 0.0333 Flexible equip, attached below c,g, 0.3333 Rigid equipment - rlgidhy mounted 1.6667 Equip.supported on vibration isolators 1.0000 at roof level 1.7600 'W Upper bound eN Zones 1.4667 'W Flexible equip, attached below e.g. 0.6867 'W Rigid equipment • rigidly mounted 2,9333 IN Equip.eupported on vibration isolators 0,3080 'W Lower bound all Zones CaDu6arJ5 Pe54� 0,6887 •W Ultimate 0.4190 'W Warning (1.4 ult. lector ) Fp design usimerommmum Fp design • 19.466 kips 97 U8C Equipment SHEET OF Rev. 1/11/00 Sae footnotes 01 thru 3 below 1.404 kips see footnotes 01 thru 3 bale Tbl. 16-0 3.0 Tbi. 10.0 3.8 TIM, 18-0 _3,86C notol4 0 Fpu design • 1.7600 'W Ultimate Fp design • 1.0171 'W Working (1.4 ult. factor ) See footnotes 01 thru 3 below See 97 UBC footnotes 014 Table 16.0 NOTE:- 1.) For anchors that are not embedded d diameters minimum multiply the above anchorage factor by ZA for the anchor loads 2.) Tbl. - 0 - Foot (I - "Only anchorage or restraints need be designed." 3.) Tbl.10.0 - Footnote 15 - "Anchorage shall not be resisted by gravity friction." 9119100 97EQSHR.xis ENGINEERS- NORTHWEST INC. P.S. 8869 WOODLAWN AVE. N.E. • SUITE 205 • SEATTLE, WA 98115 • (2061525.7660 • PAX!! (208) 5224698 doe No, Jae NAME swum"' &■.Wr A t. k-wt j 4119: S 00 $ - d3$ 15 UNifiS OT git-= LS")c 4, S.= / Tri / PV/l= X9/gP Q 0 ,67- �j -- q0i5 /v,;- Maga- Cyt S 31 Z4 -44 /I 1 115 m 271 W 4 Is-i slim" wH Twozot. 4 /el.f DRwuuh FA � Itopi4 T� �ra /c rs , 3 pgkitimott po•fais. noir, c .., 14 , 1 4m c i ft . M s.L U'Wt Aron C,u045 9699 us 909 ! 31.U.V3S MN3 :A9 1N3S PENTHOUSE ROOF FRAMING PLAN (3-..;r S.t.CVATQB...149�ti1NE QOM F RAMING LAN ttr non Ito want* at DFCA /l • ►'L'e• 6 ••■••■•• ►. II CA Miff SECTION 8 -8.3 SECTION G -8.3 C t Ox I S.3 ugcr CU_ RB,_TQP FRAMg Tw s II motif mows 10' 74'.11i C111 ••.r s'. 111•■•••000 I Mir Wrn PLAN OF CURB FRAME FOR 15.500# UNITS • s I'• I • Clop Wt '�' •,• pq apt 01 M11119.i r Cf R /1 AM t 'orel• a• l*. If UM :� `` Artt +r,,. -% ✓ SECTION ,.. w ....wr+ SECTION I-1 -8.3 •e I.yl SECTION K -8.3 }• tar L C -8.3 rum • '� 7.6 3.1•I•1I rvorrou ... .16• • *7.1o To 00 i p •IOC I 11 :is 101 (CUT 93 .}•) •••••• •. Q l•N($ • DMA.* • -a /c ►N..•C To TYP. OFT. UNDER LONG WAL OF 15.5004 QNIJ.; I • R 1'-O l•t . 9*1,1S ' 1/) Ir 3111V3S MN3 :AO 1N3S !gwi DIAGONAL BRACE ELEVATIONS 1. .u. C1 . K 'S .s 1.1 MKtS Petro 2 . AL OMGOla1, Pests PF.l �t SAFI T.S. 3 MI Km* stt runs. itw •11 ON / I • •11 tIWO I w• w on, for «•( Of I F.r.01 1Mh a •t e. ••••■••■••■•••• t n f '+1.1 •' i • • E pwl �w FM' w•f�• w •w . SECTION J -8.3 001 ; ow, SECTI /M11G li f OtC1t M KC0'0. o l(pM1 10 ST . ow, sit • ruoar. YSWi • 1; •1 /1; /MA 1.l. Mter.a go.w.. •M. tt1.!•lwMININIMIWT• 1 TYP. PET, UNDER ,,3 S}IORT A t .9r 155OO�UN�TT SECTION L -8.3 • w l •.o• G Ib ut 1{WN x11 Ww " 1:1 • • 1•-0• ` - '__ GRID, _.J at to 0. t $B FOR SUPPLY UNIT$ U F R HA ITS. uovis. oa. 1.•� `r.i' t V.'s •/� • OOttt (*323• C0•01 A1 f mita E-8.3 ROOF c,uftrijag 11N• F *Go Not IV' (WM 4 i -4— 1i.+,g',./1' •.•. ' Pew•• t.• • ' + ,•wt! witV cs9111LSu... PPO$J ., BAMIN ,iELOW FtgaLugis 71• I*' li It no ' SECTI SECTIOI t WAN M • et, ,, • It � '. GANA 1'■0'. 3111V3S MN3 :103 1N3$ c es — %UMW 41111• at WI a�+conS A r taerre d UblKr. N3W3A0tld011 LNVNN. I 31llV3S snaoX3 Now) M •• • WOOS ♦i•.'•N MMN ••••=amm•. •••• Ynt rnN OJ•,t , IkkotI X11 •Ma,mm•i• • •• • Mum= a•• • • .ems•• =manor • ■• •••• •• • •e • or �a.frla a ••M arA..M •••••..•••••. Iry • a •■•• S ••m•• r • a, Mumma, nsr.• •■••■••■•w • r_• • •••• ••• ••••••M••••mr. _a, S. Mmm •∎•• .++••.wu••••••r ••■• - .•++•w- rw••wr•w • •• •••••• •••••••••••••••••••••••••" •••• ■••••• - r•+ ••• •••+.•w••■•.•.• •• ••••••• IMINIMENnwme •••• sa3i.maiiinH a 0.1 ZHt1O b '..3'tS''M3I'n'7 -703" T 1 •• of _ f• ••.1 T'MS .. w I I i .., 0,,, .) I I I (([/.io+� &y.i� � • 4,4% I 1 • . fi = 1 MO i la L IR ft Oa a• ON f.. •u MO r M t. rr AIM Noil3as iIMn I S S IJVHX3 a04 san3 • r mars •.., ....�,. S5 T7'0o Mal r ,.�... 'AM A .1t-.wIAFL' 1.� tww►� at/More) • NA '/m I / i 1 d o 4 I' cool t •:5bv1Kt Jr. 003 'taut f• 'w .1t.,0 .# ._,f•■ 011- 0-.1 a, rIt • SNOl1 09/08/00 FRI 09:12 FA1 208 281 0920 A[FA TECH Response to Review Comments Comments by: Ken Nelsen, Tukwila Building Division, Dated: Aug 3, 2000 Project Name: Exodus 3 -Phase 1 and 2, Mechanical Permit Application Application3: M2000 -138 and M2000-139 Response by: Rod Mandevi, P.E. , Alfa Tech Dated: Aug. 18, 2000 Saber• Corporation 0 002 SABEY CORP. LiIA 1 �Atfd_ ARCHITECTURE With reference to your comments: 1- EF•1.1 through EF -2 -10 are part of economizer cycle. During hours that outside temperature is less than certain temperature, say 65 degF, outside air introduced through RTUs and exhausted through these fans thus unloading cooling coil and compressors. Cooling systems is designed to supply air at 52 degF to the zones. Depending on outside air temperature system will mix certain amount of outside air with return air such that the set supply temperature is achieved. If outside temperature is at or about 52 degF, 100% outside air will be provided to the building end 100% sir will be exhausted from building. This will help saving energy. 2- Mechanical drawings are revised and reference to wall rating is deleted, Only architectural drawings will Identify wail ratings CORREFFTION LTR# 3-Same as 2. 4-Refer to architectural response 5-The details are provided by structural engineer. 8 -No manufactured duct is being Installed In this job. 7- a•Mechenical drawings are revised to show a FSD at the wall penetration. b. Mechanical drawings are revised to show FSDa c-it is coordinated with architect, It is not a separation wail, RECEIVED SEP 08 2000 EXODUS SEATTLE 3 MACDONALD- MILLER M $,,• / /. Jc :t r Transportation � u. C NOISHIELD® SOUND BARRIERS S M rr I Jo •••••••••, - ►` •• • • . -rw,.. In••••• + -wnr ...•r. r. r• sr s.•ra ••••w.•aw.+.•.a• •-• y.1. r • • �1 ' : • : /, ter 4 a , :. ti l • 1 . .V ' • d ' • t { • .l. i • GALVANIZED STEEL OR ALUMINUM CONSTRUCTION ',FREE-DRAINING DEql6t, *LIGHT WEIOHT ',EASILY INSTALLP'.4 !. 4 • SOUND ABSORPTIVE ON ONE OR 11:10/0 ORIS • COSVIECTIVE • SELECTION OF WEATHER-TE ' , .` • • ■ • , ..• ' IkAr b f 4 . • "f. . • !HIGHLY ABSORPTIVE SOUND BARRIERS MAXIMIZE NOISE REDUCTION !H CTION TRANSPORTATION NOIShrELD' SOUND BA highways • railroads • buses • airports • li Boston, Massachusetts Milwaukee, Wisconsin Fridley, Minnesota FREESTANDING BARRIERS NOISHIELD Types: FS and SFS Barriers - sound absorptive on one and two sides respectively - optimize sound transmission loss and sound absorbing properties in a durable and attractive wall system in harmony with the community. - Excellent low•frequency absorption of truck and bus noise • Laboratory-rated sound absorption on one or both sides - Low weight, rugged construction - ideal for wall or bridge mounting - 5•in. -thick (127mm) modular metal module system in steel or aluminum • Abuse resistant dual - coated, galvanized steel or aluminum construction - Withstands wind velocities of 110 mph (177km /hr) in accordance with The American Association of State Highway and Transportation Officials (AASHTO), Design Standards -- designs for specific wind loads are available, - Readily relocated in the event of highway widening or other projects CONFIGURATION ACOUSTIC PERFORMANCE CHARACTERISTICS 'S tract trS NOMINAL THICKNESS ,5 in. (127mm) Sin, (127mm) Stool (8) (28.9) Typo SFS /S WEIGHT, + Typo FSVS' 8,6 (42,0) _ — lb/ft (kg/m2) Aluminum (A) Typo FS /A 4,5 (22,0) Typo SFS /A 5,2 (25.4) Freestanding Froostnndrng between APPLICATION alongside highways, highways and ; rails, subways, airports , ironing? roads_ 'SOM Fir for Moir @r low 'mummy vdn6nlluu/ori lo65 Transportation NOISHIELD Barriers ore rated with sound transmission loss values fully compatible with typical barrier performance requirements. All NOISHIELD Barriers incorporate sound absorbing materials to prevent noise reflections which degrade sound barrier per- formance. Type C modules are used to clad new or existing non-absorbing barriers while Type FS and SFS are freestanding walls which combine sound transmission loss (125 Hz insertion loss less than 10 dB) and high sound absorption ratings. Freestanding Type FSt is used for applications requiring 125 Hz insertion loss between 10 and 14 dB. NOISHIELD Barriers are finished with a tough, thermosetting, polyester powder coating which is not damaged by the harsh cleaning chemicals used to remove spray paint graffiti. A wide variety of standard colors allow complementary decorative NOISHIELD schemes and attractive designs to reduce apparent wall height as perceived by the BARRIER community and motorists. Optional facings include brick, stone, stucco, wood, slate FINISHES and others. - Tested for accelerated weathering per ASTM G 23 for 2,400 hours with chalking not less than No. 8 rating (ASTM D 659) and color changes less than 5 NBS units (ASTM Q 2244). - Salt spray tested for checking, blistering, loss of adhesion, or evidence of corrosion per ASTM B 117 for more than 4,000 hours without coating failure. BIERS PROTECT C IMMUNITIES ACNINST NOISE I t rail vehicles • subways • elevated systems SOUND ABSORPTIVE TREATMENT FOR REFLECTIVE BARRIERS NOISHIELD Type C Cladding Modules - sound absorptive to control reflec- tions from acoustically hard barriers • Apply to new or existing wood. concrete. or steel barr ers to reduce reflected noise levels in the community Retrofit existing barriers to eliminate or mitigate noise complaints • Low weight rugged construction - ideal for retrofit applications Laboratory rated Sound absorption coefficients • 2 in (64mm) thick metal module system • Abuse resistant galvanized steel or aluminum construction Individual modules readily manufactured and replaced if damaged CONFIGURATION NOMINAL THICKNESS WEIGHT, Ib /ft� (kg/m') APPLICATION NOISHIELD BARRIER INSTALLATION Steel (S1 Aluminum (A) !tr NOISHIELD Barriers are engi veered from the foundation up for structural and acoustical integrity and economical installation. Low weight modules stack between posts to achieve required wall heights. NOISHIELDD barriers can be installed with horizontal or verti- cal reveals to satisfy aesthetic and architectural considerations !PL 2irr in (6mm) Type¢C/S2b(ft.8t:Ct2/S 23111.2).C38'S28 113.71 Tye@§, CIA I 1 (5 4) C12 /A 1 4 (8. 8): C38'A I .ft (9 3) Apply to new or (chat t ambling metal, wood. buck concteto. §tune pr me' n©rne mllectinp welt SOIOCt TYPOS C12 end C3810, entinncud 125 Hz 100u"d abt+orption SOUND TRANSMISSION LOSS DATA, dO '/o Octavo Band Cantor Froquonoy, Hz • 128 X50 600 1K , 2K - 4K .0" Typos FS/S ar►H SFS/S , 21 33 , 40 , 33 32 28 Type FSVS _ 24 , 38 ., 4 1 33 2B, , 30 Typos F8 /A find SFS/A , 20 31 37 30 ' . 36 28 An darn in accordance with ASTM E PO AHO E 4 r3 SOUND ABSORPTION COEFFICIENTS 1 40010y! 8pnd Cantor Froquoncy, Hz , 126 2f30 , 500 1K , 2K 4K OK Typo FS /S, FS/A and FSVS . 1.12 1,12 1.10 1.01 : 0.89 0.76 , 0.57 . Typo SF8/8 and SFS/A . . . 0.49 , 1.04 , 1.14 1,05 0.90 0 95 . 0 87 Type C/S ,, and C/A 0 -30 1.05 , 1,07 1.01 0.00 0.88 , 0.78 Type C1 /S_and C12 /A 0.48 ; 1.08 1.10 „ 0.99 ; 0.92 , 0 83 , 0.78 Typo 038/6 And CM* 0,68 ; 1,19 110 1.03: 0.90 0 .81 0.76 All data in accordance with ISO Standard 354.ASTMC and E4I with 12P4 (II IOm t le ;t i;ample in 10,000 (253m') revettIOtalon tppm. TWO A mounting Coefficients (renter than 10 reedit lrom edge dbllractrpn ClleCIA Do not us@ odund adsorption valua$ p'OatO/ than 0 95. Low lrpgirency tram po' talon noise Makes STC and NRC urappropnald tcu dO$CnOin9 t►arner perlortnance Existing reflective darner Type C Horizontal Retrofit Portland, Oregon Chicago. Illinois v, 10 London. England Type FS Vertical Free Standing U I.YMI !1, to ,...__., S ecifications BE LLLVUE. V :i, 88004.6371 P Transportation NOISHIELD Sound Barriers FS /S M odule 1.0. GENERAL 3.0 MATERIALS Luc;; 454 - 0701 1.1 Sound Barrier Modules shall be manufactured and in 3.1 Modules shall be constructed of cold rolled galvanized stalled with an acoustically absorptive surface having guaran- steel sheets manufactured in accordance with the requirements teed sound absorptive properties facing the predominant noise of ASTM A 527 galvanized to ASTM A525 specifications, mini - source. The barrier shall be constructed of vertical posts and mum 16 gauge solid side and 20 gauge (0.9mm) perforated side. sound absorptive polyester powder coated metallic modules Modules shall be non-welded, free draining, and free of pockets stacked to achieve the required wall heights. The pre approved or cavities in which water may collect. Modules shall be coated barrier system shall be Transportation NOISHIELD modules as in the factory with a polyester powder coating applied through manufactured by Industrial Acoustics Company, 1160 Com- the use of an electrostatic charge, and thermally bonded to the merce Ave. Bronx, New York 10462.5599, Contact the product surface of the galvanized steel or aluminum sheets. manager at 718.430.4515, fax: 718.430.4530. 3.2 Acoustic 1111 material shall be fiberglass, noncorrosive, 1.2 Pre-bid submittals and approval shall include sample resistant to attack by fungus, fire-resistant, vermin proof, and non-hygroscopic. Fill material shall be free draining, self support - structural calculations and wall design drawings; current test ins and shall retain physical and sound absorptive charac• data Illustrating compliance with the requirements of the acous• teristics after long term exposure to the elements. tical and durability specifications for modules made on produc• lion line supervised by craftsmen; proof of adequate manufacturing 3.3 Posts shall be galvanized steel meeting the requirements Y q g of ASTM A 36, ASTM A 572 Grade 50 or ASTM A 588 Grade 50 and financial capability consistent with project requirements; and weathering steel. Color coating of posts shall be as required by a sample module made on production tooling. the owner /architect, 2.0 DESIGN 3.4 Anchor bolts shall be ASTM A 307 or approved equal, 2.1 The barrier shall be designed in accordance with the galvanized to ASTM A 153. Reber in foundations shall be grade 60. requirements of the latest edition of the AASHTO Guide Speck Concrete in foundations shall have a Compressive strength exceed- licatlon for the Structural Design of Sound Barriers. ins 3,000 psi at 28 days or as required by the approved design. g 3.5 Bearing blocks shall be EPDM, neoprene, or rubber, 60 2,2 Posts shall be spaced at 16 ft (4877mm) on center for steel durometer, posts, (plus concrete web thickness for concrete posts) consistent 3.6 Material Testing and Certification with the module spanning capability at the design wind pressure, 3.8.1 Acoustical testing 2.3 Ground Mounted Barriers (request long form specification) 3.6.1.1 Certified test reporto shall be submitted to dem. 2.4 Structure Mounted (e.g. Wall, Traffic Barrier, or Bridge. onstrato compliance with the Sound Transmission Loss and Mounted) Barriers Sound Absorption Coefficients specified. Tests shall have boon 2,4,1 Structure mounted barriers shall not weigh more than conducted in a laboratory accredited by the National Voluntary 7.5 Ib/ft (36.7 kg /m Barrier modulus shall bo fabricated of Laboratory Accreditation Program ( NVLAP), witnessed and cop motel and designed with a 1 /4 In. (6mm) stool internal restraining tilled by an independent acoustical consultant, cable attached to the structure. The cable shall be designed to be 3.6,1,2 Sound Absorption Coefficient Toots shall be fastened to the structure during installation of the modules with 12 performed in accordance with ASTM C 423, Type A mounting, in, (305mm) of slack, 3,8.1.3 Transmission Loss Testa shall be performed in 2,5 Color, Module Patterns, and Graffiti Removal accordance with ASTM E 00 and ASTM E 413. 2.5.1 Modulus shall have a consistent color from modulo to 3.8,2 Modulo Tooting module. A sample of each color to he supplied shall bo oubmittod 3,6,2,1 Modules shall bo tested for accelerated weather- for approval prior to the start of manufacturing, Ins In accordance with ASTM G 23 or 3 28 in a NVLAP certified 2,5.2 Panels shall be stacked with joints aligned horizontally independent test laboratory. Alter 2,400 hours of tooting, module or joints may be uniformly stepped where the top or bottom of the samples shall not exhibit chalking loss than No, 8 per ASTM D 4214 or color change stealer than 6 NBS units per ASTM 02244, wall change elavatians. Barrier module color patterns shall be 3.6.2.2 Fire resistance teats shall be performed on non• shown on shop drawings (using a legend keyed to color numbers), graffiti shat) be accomplished with sea metallic materials in accordance with ASTM E 84, All materials shall 2.6.3 Removal of 9 p p have a Class A fire rating with flame spread not greater than 25. and water or Turpentine. Versal, or Acetone without damage to 3,6.2.3 Modules 0011 be tested for corrosion rooistance the module or module color coating. In accordance with ASTM 8117 In a NVLAP cerllfied Inds. 2.6 Acoustical Characteristics pendent test laboratory. After 2,400 hours of exposure the coat. 2.6,1 The barrier shall incorporate absorptive sound mate• ins system shall not fail due to blistering, WE of adhesion, or dale to prevent reverberation of noise between parallel walls, corrosion along the score lines, or other defects, between vehicles and nearby sound barriers, and noise reriae- 4,0 SUBMITTALS, APPROVALS AND CONSTRUCTION Lions to unshielded noise sensitive areas of the community, (Request long farm specification) 2.6.2 The surface of the wall facing the predominant source of noise shall have a minimum sound absorption coefficient of 5.0 MEASUREMENT AND PAYMENT 0.95 at each of the 1 /3 octave band center frequencies of 125, 5.1 The quantity to be paid for sound absorptive modules shall 250, 500 and 1000 Hz, be the square feet of wall surface area supplied. 2.6.3 The Sound Transmission Loss of the wall modules 5.2 Separate measurement and payment shall be made for site shall be a minimum of 20 dB at each of the 1 /3 octave band canter preparation, excavation and backfill, caissons, posts, wall erection, frequencies of 125, 250, 500, 1000, 2000 and 4000 Hz. copings, doors, traffic barrier, appurtenances, and accessories, All designs and specifications subject to change without notice. Metric dimensions nominal. Request long form specifications for Types FS/A, FSLS, SFS/S. SFS/A and C. INDUSTRIAL ACOUSTICS COMPANY SINCE 1949 -- LEADERS IN NOISE CONTROL ENGINEERING, PRODUCTS AND SYSTEMS UNITED STATES UNITED KINGDOM GERMANY 1160 COMMERCE AVENUE CENTRAL TRADING ESTATE SOHLWEG 17 BRONX, NEW YORK 10462.5599 STAINES. MIDDLESEX, TW18 4X8 D -41372 NIEDERKRUCHTEN PHONE: (718) 931.8000 PHONE: (01784) 456.251 PHONE: (02163) 8431 FAX: (718) 863-1138 FAX: (01784) 463303, TELEX: 25518 FAX: (02163) 80618 THE STANDARD OF SILENCE TECHNICAL REPRESENTATION IN PRINCIPAL CITIES THROUGHOUT THE WORLD PRINTED IN U S A +t9(tEY6 t �>• "+` .,'�4ssra itGti'an' w!k + C`:., .u-_- tz.,gau +sr.;%Ni C. 1 , fl9t:e+} "4wa.;:Sin � ,Wt!21=M!Mttttt .. GRAVEL BASE r ... Y 24' SECTION A -A TYPE SFS/S ANO SFS /A NOISHIELO TRANSPORTATION SOUNO BARRIER SFS /A Sad. SOUND TRANSMISSION LOSS: ASTM E90/E413 SIC 31 STC 38 SOUND ABSORPTION : ASTM C423 NRC 1.0 NRC I I0 FINISH: THERMOSETTING POLYESTER POWDER COATING ASTM 0117 4800 HRS ASTM 623 2400 HRS ALL TESTS CONDUCTED IN NVLAP CERTIFIED LABORATORIES INDUSTRIAL ACOUSTICS COMPANY, INC. 1160 COMMERCE AVENUE BRONX, N.Y. 10462 SOLID SURFACES FOR WATER RUNOFF SOUND ABSORPTIVE FACES PERFORATED SURFACES FOR WATER DRAINAGE THIS AM CRANING IS EXCLUSIVE "WPM TOTTEO QRMATIQN�INR AhO YOUR MIRY. Ii 1uST PUT DE USEO FOR AMY OT1FR PURPOSES N R CAN IT OE COPIED OR LOMCQ YIIFQJT NRITTEN PERU'S. 1t. 11M-IelEA2451 ) T ►!1ST FIB RE TL€R I$ f W A i Y . DVGI ISSN s 0 ISSIU STRUCTURAL STEEL AND PANELS DESIGNED PER AANSTO GUIDE SPECIFICATIONS FOR STRUCTURAL DESIGN OF SOUND BARRIERS, 1899 03/214 OATS YL BY NAISHIELO TRANSPORTATION SOUND BARRIER OES[RIPIIW OF ISSN CNK, S 1 e t ig 4 c1 Li% w CJ z NORTHWEST EXODUS T.I. ROOF TOP HVAC ANCHORAGE TUKWILIA, WASHINGTON STRUCTURAL CALCULATIONS SEPTEMBER 2000 ENWJOB NO. 99136004. DESIGN CRITERIA CODE: 1997 UBC WIND: 80 MPH, EXPOSURE C SEISMIC: ZONE 3 ENGINEERS NORTHWEST, INC. P.S. • STRUCTURAL ENGINEERS 4bt9 WOODLOWN AVENUE N.E. SEATTLE. WA 98115 (208) 525.7540 FAX (2 522.4866 8699 ZZS 90Z • ':XR!A }Y2H'4? FROM : AIR SYSTEMS INC Figure 3-2C S„HG Coaling i Heating Wilts (00 through 130 Ton) .r- .....r...r -. I4' -4 2/4* ._.........� +.- ...� -- 11' -0 1 R /aV ..�'. - .- ..: 1� •R Io2r �- _ .. _ C I/C' .4 Vealas / r' � V I /ar a1 Vaier V-. 0 /a —�— .-� I n' - a /1l' •— �--- �—...I a I /r ale. SOW / -r lisa t1p4.4 - MI- a NV Ovp01.0 Alf Ape .ns • 444144- 4.444=0 FAX NCI. : 206988082 Sep. 18 2000 AS:34PM P2 "-/N Exhaust Mr U /I bug Ma1i+ glido& In Halt a � ■ 1 1.1,1" % t�t *. 7 v /at • e,lrle a. der . antr.I Ilan a 11/31' Dia. !}a)� for IILRawo sr 01.1. wrtar u ( a Drain 108111 $14as) .v. ''` CNvC rummer nryin (Maier 54 trl'I. 2-11D) - .�—.. Loi .nd .r.... —.- O• - ..•r■^ Noun Air Opeailay aI -a U /r' I 15 /5 9 b Rl4lp . OU1dd.r Au e' -R a/C Matl+ Lids/ Ir nat. A al' I I/1' 111h. Hull' far livid inaL,lllad DC tnrminatllsg at ITIIV' 1 • I 1 /11' pi.. hole for field ita.tmIIwd DC whin` terminating sit IrUlt1 C • J 1/1' Dia. Hale for 1nUtollll.g AC oentrt►t wiring (.rmtnnttng at 17110. L • I $/0' Dia. Iluia for installing AC pc o.otrol t.irl, g t.rmin.11ad .1 ITf117, 1 • a 1/1 DIII IHele for mnnl p..ar wiring. 0 Ong ,. _.J FttorL co.?, 6to)(15,9 Frkemz wi BIZ sll(vff thWfr1 IBtocks. self h Frk Irt+i a/c- P144,W vta CO- 18 t 07 UBC Section 1630.2 Equipment anchorage lateral forces ( Applies only to equipment weighing 400 0 or more) Sec. 1632.1 In Seismic zone I■ Soil profile type . Na Equipment weight Is equipment mounted on a roof or on ground ? Eq, (32-1) Eq. (32.2) Eq, (32.2) Eq. (32.2) Eq. (32.3) Job number Job name ( has ductile suenml Anchorage force (W$D) RlaliLlQ{11 .:1 1lLn uj uraimauarrtaanel Anchorage brace (WSD) Anchorage force (WSD) ENGINEERS - NORTHWEST, INC.P,S. SHEET OF 6869 WOODLAWN AVE. N,E, (SUITE 205) Rev. 1/11/00 SEATTLE, WA. 98115 �..� :. i.�r!w._ w.L..lr+.w..+:..'"J+�-..t.. .�n.:...t ✓/J - .�rA..i M.. ` 3 iw.i..r • .. Ca • Ca' • Ip . ap/Rp ap/Rp ■ ap/Rp • h x/hr • Fpu* 4,0'Ce'Ip'Wp • Fpua ap•Ca'Ip/Rp'(1 +3h!/hr)Wp Fpu■ ap`Ca'Ip/Rp'(1 +3hx/hr)Wp e Fpu• sp•Ca•Ip/Rp'(1 +3hxlhr)Wp e Fpu- 0,7'Co'Ip'Wp e Zia jai Fpu design • 1.4887 'W Ultimate Fp design o 1.0476 "W Working (1A ult. factor ) Fp design • 16.236 kips TbI.16 -K Tb1.16.J (If unknown use `SD" ) Tb1.16 -S & U ( Greater than 1.0 only in seismic Zone 4 ) kips input (R or CO taut W • unit weight (kips) ( coefficient 044 • Ca'Na ( Ca' not • Ca in seismic Zone 4 only) 1.00 0.0333 Flexible equip, attached below c,g. 0..3333 Rigid equipment - rigidly mounted 1.116111 Equip.supported on vibration isolators 1.0000 at roof level 1.7600 'W Upper bound all Zones 141687 'W Flexible equip, attached below cp. 0,8867 'W Rigid equipment • rigidly mounted 2,9333 'W Equip.supported on vibration isolators 0,3060 `W Lower bound all Zones Fpu design • 0,5667 •W Ultimate Fp design • 0.4100 'W Working (1.4 uK, teeter ) See footnotes 01 thru 3 below Fp design • 6.468 kips Sae footnotes 01 thru 3 bele Tbl, 10.0 :3.0 Tbl. 18 =0 : 3.13 Tbl. 18.0 .3,8&C note 14 Eitidmasatinswaletauldsta Fpu design a 1,7600 'W Ultimate Fp design a 1.2171 'W Working (1.4 ult. factor ) Fp design • 16.486 kips See footnotes 01 thru 3 below See 97 UBC footnotes 014, Table 16.0 NOTE:- 1.) For anchors that ore nut embedded 8 diameters mininwm muKiply the above anchorage factor by 2.0 for the anchor loads 2.) TbI.1t1- 0 - Footnote I - "Only anchorage or restraints need be designed." 3.) Tb1,16.0 - Footnote 15 - "Anchorage shall not be resisted by gravity friction." 97 Ut3C Equipment 9/19100 97EQSHR,zls ENGINEERS— NORTHWEST INC. P.S. 8889 WOODLAWN AVE. N.E. • SUITE 205 • SEATTLE, WA 98115 - (206)525.7560 • PAX/1(206) 822-6696 15 UaifiS V I= (49• OTb1 G •$'k'�r S' '2 e tr3 Pawl = 1,19X'944 ° 946z �j -- 1O15r24e3' % may Ala Oft Pm- *AA 12IN61 toc5 15044 11111c l dr 24 7/ 4 /4f (to vi. Is- W14 TRAxx#2.- em.f FActitfOtre iecec, 90 d r5iv pgmvmskiot Funtits. \101... 115013 (F, ..2,e2,4ftelf 1,714kisflt. (44) llAn won LlL1aeb PENTHOUSE ROOF FRAMING PLAN .LCVATQ6.._MAC1 ROOM FRAMING PLAN 01'.6* d SECTION . -8.3 •• n• mo4JN llf*414 1.6 fat. 61 641. 1016C377-7.- Ur MANI it* a:ketch or o0e11 tn.J. IL • ti's /e to • -••- /. wtA fluff * ..,onmRmomf •,. I0. SECTION G -8.3 C l Ox l S.3 MECM, CURB a TOP FRAME Wolf 11110WY C+ M as . t•0.J 1,�l 71'.11+' Cut Par s .. (. ,o• • 1 0046 COM 10' 10' PLAN F CV B ME FOR 15,9O# UNITS e. i•-0. 9.9 7.11, I . t' -o• j' Vt0 t*1( ClUs15.J ter. er 61' eoae. ssm • tt v. N' e• SECTION a ' SECTION H -8.3 t� t rwr -7!+1 MercIlakt 7.11 0 il SNO '.1 • 1116 • !111/4 7.10 ID 3 .9 �i7 / 1 .104•0•/6 7.f (01/1 1G .i') •• fVr 11 , MG '1111. . OWt11•f c t 1 +' • • - 0'• /t+ tt'w'C 1* TYP, DET, UND .ER LONG WALLS OF 15.5004 KNITS; SECTION K -8.3 C) » 11 S &5 ii 1'7. I DIAGONAL BRACE ELEVATIONS eWVW KJ. Call Sall K Sdr4 13 tMLts fl a o 2. AL OMlew.l bracts L ow i.M Td, S. tat SUNS Itt PUNS. OWE SECTI 1 KW TeH 00 1 j N !0 !+'1 I, i 1 M Y.IMY1 f1h,�� • I II r ,.. ..••.•,„ 1 4. ..'•v 4 vomvol oft aCPO NW �r. •cN, .r.., — V:(1 1 4 4 7 41 SECTION . J'- 8. , � 3, M • c10.�1i4 I, t1t1►fi • '. o•-- -� 14••0, ./ Ad •{'. /t 1411 $7 . pros Mr' >J( • TD V. P. • •PIS E j /t ..� �i' vt, wn r 4 I171 wM /{'. k■0 •••••••••■ •Y+' • •• l.' , •, Mme•. N III • 1 475 " 0 " 0 15 1144 Ves IS t.l &0'D. • RA III TYP P.T. IJNpER SNORT MILL() 15.500L UNITS' SECTION L -8.3 •••••••■•••••J at TO 0. •LS { .0741 • i'• /t rLnw {T 4 KOT TO M•4 • it Mi t�tl0�f twoole 8698 NS 90Z MOW COL i.4 r/ '• Qq•ry • 4.0 •/t Zig@FOR SUPPLY UNITS I• �1'•i' O. M."4 to 4 . MOS o CTYIN 0V E -8.3 I. ,. .n• ROOF Ct ,SL ►AILS NITM 001 rlr!'N A.•., I " a),I.r•.il' '*,,. K • .«I &4•u+ OW 4141 w 1 4464111 G01I1.. 3 / 44' >j I TT..•.....,.. A•d • FRB SUPP.Q, .T „ RAMIN.G g OW ROI,� I a ?' » 0 ./• ........ 2i KotioSIS •CA 11SXT WM. lt1/TIS 4r4. }4 SECTI SECTIOr ... , . » 48406.,..._....•111 � '+ 4 vow 3111V3S MN3 :118 ABS C ;8 !IONS OA to V. GRID k -AAA; t7.� Y.t eN o•(a ca. SECTIO RQ.QF >.U. Soli 7 r101 • Veil*. •• nowt um OVA f i r earli :0S 11'•/. gU$B_EOR suPPLY UNITS irir■ 1411/1* • -W • f' all • 4 -n •/. .• it / , •I I1U{,t 4 • 4'4 s.t L. T.& a 011 y Si. .r 1212.•_ Yt6w. time 4th tltlMb . . -4— s$.+.o•..'I • twr, k -• • , . aa∎aaa . uv (POW CON , 30114'"11' 1vr, OE • .LI`.•L.112,ei8.L.ERA•.Y.•••f1 LOY. RQRF...P SECTION A-8. 3 .14 ma r.S. eot, mon 641.1'•-0' 1. C 1 ' 4 . . Al2 tt 8.3 . 1 0. 4MffNtk .4S fl.i.. SIQL.YIEW_SaLgen CURB FOR XHAUSL UNITS gyakLE9B HUP4IDIFIER$ ..122.2■.•0 aldommoiam dalsoulaYlis .11111. -1212 4111010... . .........22.2 EINNEMEIM MaMES Y •••• •.�• •t..r •t.a•ar� ai at .r•a.•.l•- a1MEiaMM l . s r1•NEMMas.•r •Yai •12_12.• Eamaamig a•f.•t a. r +u r •• • •14 ••■••.11.. • • ihows •__ NME 6 40.00 WW1 IV w.. 0 : v +ri. ' Yw Nn. OW lo..M.t Ogg r • 810010P4.4111010 bit br. .. OW.+f• N•- • M. a. ti.'1w. EXODUS SEATTLE Ii TENANT IMPROVEMEN' ••••11....• 1 t t 1 • �. •T. . IRANI 1 . .••••••••• b0e ■ fit •r '..• j �... • ' .,161411 . 01 watt I August 10, 2000 Scott Wallace MacDonald Miller 7717 Detroit Avenue SW Seattle, WA 98106 RE: CORRECTION LETTER 101 Development Permit Application Number M2000 -138 Exodus Seattle 3 -- Phase I 3355 South 120th Place Dear Mr. Wallace: This letter is to inform you of corrections that must be addressed before your development permit can be; approved. All correction requests from each department must be addressed pt the some time and reflected on your drawings. I have enclosed comments from the Building Division and Planning Division. At this time, the Fire Department and Public Works Department have no comments. The City requires that two (2) 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 two (2) copies of each document. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. 1 have enclosed one for your convenience. ►�: tI !1 .> 11 +..� �� :!! 11. ,. l! If you have any questions, please contact me at (206)431.3672, Sincerely, Brenda Holt Permit Coordinator enci xc: File No, M2000-138 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206.431.3670 • Fax: 206.431.3665 Fin DEPARTMENT REVIEW COMMENTS Project Name: Exodus Seattle 3 — Phase 1 3355 South 120 Place Permit File No.: M2000 -138 Date: August 10, 2000 Reviewer: Nora Gierloff (206)431-3670 1. This mechanical permit will not issued until a noise study has been received and approved by the Planning Division. BUILDING DIVISION REVEIW Date: Aug. 3, 2000 Project Name: Exodus 3 — Phase 1 and 2, Mechanical Permit Application Application #: M2000 -138 and M2000 -139 Plan Review: Ken Nelsen, Plans Examiner A general Building Division plan review has been completed for the subject projects. Please have the applicant address the following comments in an itemized format, accompanied with applicable revised plans and /or documentation. 1. Provide a narrative 'description on the intended function of the roof mounted relief exhaust fans, numbers EF1 -1 through EF2 -10. 2. On sheets M2.21, M2,31, and M2.32, the shafts shown for the exhaust fans are note noted as 1 -hour rated Revised shafts notes to a 2 -hour rating per U.B.C. table 8-A. 3. The shaft detail "B" on sheet M3.3, numbers 4 and 8 on sheet M6.3 are also required to be revised to 2 -hour shafts. 4. Shaft detail "B" on sheet M3.3 must be shown to extend to the roof deck as required by U.B.C. 711.2. 5. Provide details for specific seismic zone 3 structural onpections for all roof mounted equipment weighing greater then 400 pounds. 8. Note on the plans, the limitations and requirements of "Combustibles within Duct and Plenums" found in U.M.0 Section 601.4. No further comments at this time. Tukwila Building Division 6300 SouthCenter Blird. Tukwila, WA 98188 206-431-3670 Additional Fire/Smoke Dampers are required at the first floor level as follows; a) The return air duct serving the UPS room where it penetrates the occupancy separation wall between the H -3 generator rooms #164 and the break -out team meeting room #114. b) Customer staging room #127 is actually an extent of the 2- hour exit stair enclosure #2. All duct penetrations must be appropriately protected. c) The first floor supply duct crossing between Passage #129 and Air Intake Tunnel #153 may be an occupancy separation. Coordinate with the project Architect on any requirements. PLAN MIICQ EVIE ACTIVITY NUMBER: M2000 -13$ PROJECT NAME: EXODUS SEATTLE 3 SITE ADDRESS: 3355 , PL .. Original Plan Submittal XX_.. Response to Correction Letter # 1, DATE: 9-20-2000 SUITE NO: Response to Incomplete Letter # Revision # After Permit Is Issued PEPARTM EtLT_: Build Division MA aG 10 440 Public Works ❑ 1211.E$MINATION OF COMPL€T S: (Tues., Thurs.) Incomplete Ei Complete Comments: ■111111111.1•1" wuant tl(* SON TUES /THURS ROUTI Please Route Structural Review Required ❑ No further Review Required E.] REVIEWER'S INITIALS: _ DATE: Structural DUE DATE Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Ej REVIEWER'S INITIALS: APPROVALS gR CORR,Q: (ten days) Fire Prevention CORRECTION DETEJMNATION: Approved 11 Approved with Conditions REVIEWER'S INITIALS: RE SLIP DATE: PI n 'i ' P ivision • ' `CO Permit Coordinator DUE DATE : 9 21_?..QQQ Not Applicable ❑ DUE DATE Not Approved (attach comments) L . DATE: ror ACTIVITY NUMBER: M2000 -138 DATE: 7 -3 -2000 PROJECT NAME: EXODUS SEATTLE 3 -• PHASE 1 SITE ADDRESS: 3355 S 120 PL XX Original Plan Submittal Response to Correction Letter # Revision # — After Permit Is Issued DEPARTMENTS: Division gi Public Works r PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Qin INATI N OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Approved Ej woau uu,wc Wa TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: z Fire Prevention Structural Incomplete Structural Review Required APPROYAL OR CORRECTIONS: (ten days) CORRECTION DE E IN ION: Approved E Approved with Conditions REVIEWER'S INITIALS: Response to Incomplete Letter # Plannin g Division Permit oortiiriator DUE DATE: 7- 6-2000 Not Applicable No further Review Required DATE: DUE DATE $-. Approved with Conditions El Not Approved (attach comments) DUE DATE Not Approved (attach comments) DATE: ..111111111111111111111111111111 City of Tukwila Department of Community Development Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc Date: _. LC - ( DC , Plan Check/Permit Number: ❑ Response to Incomplete Letter # Response to Correction Letter # ❑ Revision # — after Permit is Issued Summary of Revision: Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Sierra on --2D vtk John W. Rants, Mayor Project Name: g k eA 05 5 e 1v i `3 Project Address: '33 •1 Z.ot -L Contact Person: ,_.„ c- 1.)...) A t L y\ t. Phone Number: ? - LI Z $370 RECEIVED CITY OF TUKWILA SrP2 0man 06/29/99 Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 4313665 t" City of Tukwila Fire Department Fire Department Review Control #M2000 -138 (512) July 10, 2000 Thomas P. Keefe, Fire Chief Re: Exodus Seattle 3 - 3355 South 120th Place - phase 1 Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. H.V.A.C. unite 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 y interrupting the power source of the air - moving equipment upon detection of smoke in the main supply-air duct served by such equipment. Smoke deectors 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 Pone: 206-575-4404 • Fax: 206. 5754439 Steven M. Mullet, Mayor • • The Tukwila Fire Prevention Bureau City of Tukwila Fire Department Page number 2 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 approval. (City Ordinance #1900) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and testa. (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. Yours truly, f erg,./4,,4 1 /4.4CPr / Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206.575.4404 • Fax: 2064754439 r P625.052.000 (1U97) Fb25•052•000 (8I97r State of Washington DEPARTMENT OF LABOR & INDUSTRIES PO BOX 44450 OLYMPIA WA 98504,4450 MACDONALD MILLER CO ' 7717 DETROIT AVE SW SEATTLE WA 98106 S e i U4 — s 13 rat U l r .— r-- ---- -- Detach AnrJ Display Certificate --- ---- -� DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. # EXP. DATE CCO1 EFFECTIVE 04/ MACDONALD MILLER CO 7717 DETROIT AVE SW SEATTLE WA 98106 Detach And Dlhpluy Ccrtificutc REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. # EXP. DATE 'CCO1 MACDOM *248J9 08/01/2000 EFFECTIVE DATE 04/29/1976 MACDONALD MILER CO. 7 717 DETROIT AVE. OW SEATTLE WA 98106 Signature Issued by DEPARTMENT OF LABOR AND INDUSTRIES FIRST CLASS MAII. US POSTAGE PAID OLYMPIA WA PERMIT NO 312 Please Remove And Sign Identification Card Before Placing In Billfold 1aoOO-I38 f _ fii, fon4Itdt3�;, -, FA;1115141M1!$'071 DEPARTMENT OF LABOR. AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS COWST CONT SPECIALTY REGIST. # EXP. DATE CCAA MACDOMS147MN 05/01/2001 EFFECTIVE DATE 07/15/1986 MACDONALD MILLER SERVICE INC 7707 DETROIT AVE S W SEATTLE WA 98106 '-...-•••••••••••• tivi.a!± and DEPARTMENT' OF LABOR AND INDUSTRIES LICENSED AS PROVIDED BY LAW AS ELEC CONTR HVAC /RFRG LICENSE # EXP. DATE EC6A MACDOMS011RS 12/10/2001 EFFECTIVE DATE 12/10/1999 MACDONALD MILLER SERVICE INC 7707 DETROIT AVE SW SEATTLE WA 98106 -1903 4 --••••••-•"" , Qvt4c11.an►1 tai�pta� t'�1'u ►i�;�;� SYMBOL DESCRIPTION M- t CFM 0 GENERAL LEGEND ABBREVIATIONS LISTED ARE FOR GENERAL USE DISREGARD THOSE WHICH ARE NOT USED ON DRAWING. DETAIL 1 / SHEET M SECTION 1 / SHEET M1 EQUIPMENT MARK NO. M - REVISION SHEET NOTE POINT OF CONNECTION ROUND DUCT INDICATOR OVAL DUCT INDICATOR CUBIC FEET PER MINUTE DIFFUSER OR GRILLE'S NECK SIZE OR FLEXDUCT SIZE 10 100 CFIO DIFFUSER OR GRILLE'S MARK No. AMOUNT OF CFM DESIGNED OR @ X -X TEMPERATURE SENSOR CNTRL DMPR NO. - ZONE NO.) FLR LVL - VAV BOX ZONE NO.) THERMOSTAT - DUCT MOUNTED PIPING (DROP DOWN) PIPING (RISE UP) MOTOR OPERATED EXISTING TO BE REMOVED BAROMETRIC PRESSURE SENSOR MOTORIZED CONTROL DAMPER EXH. FAN SPEED CONTROL SWITCH STATIC PRESSURE SENSOR HUMIDITY SENSOR TERMINAL BOX WITH REHEAT COIL AND SQUARE TO ROUND TRANSITION AT DISCHARGE TERMINAL BOX WITH SQUARE TO ROUND TRANSITION AT DISCHARGE FAN POWERED TERMINAL BOX WITH SQUARE TO ROUND TRANSITION AT DISCHARGE FAN POWERED TERMINAL BOX WITH REHEAT COIL AND SQUARE TO ROUND TRANSITION AT DISCHARGE ABBREVIATIONS LISTED ARE ABBREVIATIONS FOR GENERAL USE DISREGARD THOSE WHICH ARE NOT USED ON DRAWING ABBREV DESCRIPTION AHU AO AC ACC AD AFF AP ARCH BDD BD BHP BLDG BOD BOP BTUH CC CFM CL CLG CONC CW s DI DN DP DWG EA EAT EFF EG EQ EWT EXH (E) FC FD FOB FOT FM D FPM FPS FSD FS FV GA GALV GPM GSM GE GEE HC HG HP HOA HR HVAC HW IA IN JAN AIR HANDLING UNIT ANALOG INPUT ANALOG OUTPUT AIR. CONDITIONING AIR COOLED CONDENSER ACCESS DOOR (IN DUCT OR EQUIPMENT) ABOVE FINISHED FLOOR ACCESS PANEL ARCHITECTURAL BACKDRAFT DAMPER BUTTERFLY DAMPER BRAKE HOSEPOWER BUILDING BOTTOM OF DUCT BOTTOM OF PIPE BRITISH THERMAL UNITS PER HOUR COOLING COIL CUBIC FEET OF AIR PER MINUTE CENTERLINE CEILING CONCRETE CITY WATER (DOMESTIC) DRY BULB TEMPERATURE DRAIN DIGITAL INPUT DOWN DIFFERENTIAL PRESSURE DRAWING EXHAUST AIR OR EACH ENTERING AIR TEMPERATURE EFFICIENCY EXHAUST GRILLE EQUAL ENTERING WATER TEMPERATURE EXHAUST EXISTING FAHRENHEIT; FIRELINE; FEED FLEXIBLE CONNECTION FIRE DAMPER FLAT ON BOTTOM FLAT ON TOP FLOW METER DEVICE FEET PER 'MINUTE FEET PER SECOND FIRE /SMOKE DAMPER FLOW SWITCH FACE VELOCITY FUTURE GAS GAGE GALVANIZED GALLONS PER MINUTE GALVANIZED SHEET METAL GENERAL EXHAUST GENERAL EXHAUST FAN HEATING COIL HOT GAS (REFRIGERANT PIPING) HORSE POWER HAND -OFF AUTOMATIC SWITCH HOUR HEATING, VENTILATING AND AIR CONDITIONING HOT WATER INSTRUMENT AIR INCH JANITOR ABBREVIATIONS DISREGARD THO E WHICH ARE NOT USED ON DRAWING. ABBREV KW, KWH LAT LWT MAX MCC MCD MD MAU MUA MIN NC (N) NG NTS NO OA OAT 0/C OD PD PF PG PH PRFV PRV PSI ABBREVIATIONS LISTED ARE DESCRIPTION KILOWATT, KILOWATT HOUR. LEAVING AIR TEMPERATURE LEAVING WATER. TEMPERATURE MAXIMUM MOTOR CONTROL CENTER MOTORIZED CONTROL DAMPER MANUAL DAMPER MAKE-UP AIR UNIT MAKE -UP AIR MINIMUM NORMALLY CLOSED NEW NATURAL GAS NOT TO. SCALE NORMALLY OPEN; NUMBER OUTSIDE AIR OUTSIDE AIR TEMP ON CENTER OUTSIDE DIAMETER ;OVERALL DIAMETER PRESSURE DROP; PIT DRAIN PREFILTER, PERFORATED FACE PRESSURE GAUGE PREHEAT COIL PRESSURE RELIEF VALVE PRESSURE REDUCING VALVE POUNDS PER SQUARE INCH R RELOCATE RA RETURN AIR RETURN. GRILLE REHEAT COIL; RELATIVE HUMIDITY REFRIGERANT LIQUID ROUND REVOLUTIONS PER MINUTE REFRIGERANT SUCTION ROOFTOP UNIT SUPPLY AIR SMOKE DETECTOR STATIC PRESSURE RG RH RL RND RPM RS RTU SA SD SP SPEC SPECIFICATION 55T STAINLESS STEEL. STRUC STRUCTURAL (T) OR TEMP , TEMPORARY TCP TEMPERATURE CONTROL PANEL. TCV TEMPERATURE CONTROL VALVE TEMP TEMPERATURE TERMINAL TF THERMAFUSER THERM THERMOMETER TSTAT OR T THERMOSTAT TS THERMOSENSOR, THRU THROUGH TYP TYPICAL UBC UNIFORM BUILDING CODE UMC UNIFORM. MECHANICAL CODE UNO UNLESS NOTED OTHERWISE UPC UNIFORM PLUMBING CODE. VAV VARIABLE AIR VOLUME VD VOLUME DAMPER. VTR VENT THRU ROOF W/ WITH WB WET BULB TEMPERATURE /\V'W\OOO i 38 GENERAL NOTES 1. ALL NEW CONSTRUCTION SHALL CONFORM TO CURRENT CITY, STATE AND NATIONAL CODES, STANDARDS AND REQUIREMENTS. 2. THE CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS IN THE FIELD BEFORE COMMENCEMENT OF THE WORK AND SHALL REPORT ANY DISCREPANCIES AND /OR INCONSISTENCIES BETWEEN THE DRAWINGS AND EXISTING FIELD CONDITIONS TO THE ENGINEER FOR CLARIFICATIONS BEFORE COMMENCEMENT OF THE WORK. 3. THE CONTRACTOR, PRIOR TO BIDDING, SHALL VISIT THE JOB SITE TO BECOME ACQUAINTED WITH THE EXISTING INSTALLATION AND SYSTEMS RELATED TO HIS WORK, AND SHALL INCLUDE IN THE BID PROPOSAL ALL LABOR AND MATERIALS REQUIRED FOR THE INSTALLATION TO BE COMPLETE AND OPERATIVE. 4. THE CONTRACTOR SHALL CONSULT THE ARCHITECTURAL AND OTHER DRAWINGS RELATED TO THIS PROJECT FOR ADDITIONAL WORK TO BE PROVIDED. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL TRADE PERMITS AND INSPECTIONS. 6. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS, LABOR AND EQUIPMENT TO COMPLETE WORK AS SET FORTH IN THESE PLANS UNLESS OTHERWISE NOTED. THE SUBMISSION OF A BID OR PROPOSAL SHALL BE CONSIDERED AS CONCLUSIVE EVIDENCE THAT THE CONTRACTOR IS THOROUGHLY FAMILIAR THE INTENT OF THE CONTRACT DOCUMENTS, AND NO CHANGE ORDER WILL BE ISSUED FOR ANY ADDITIONAL LABOR OR MATERIAL REQUIRED TO RECTIFY ANY DISCREPANCY DISCOVERED OR REPORTED TO THE ENGINEER AFTER THE EXECUTION OF THE CONTRACT. 7. DRAWINGS ARE DIAGRAMMATIC IN NATURE AND EXISTING CONDITIONS SHALL BE FIELD VERIFIED FOR EXACT LOCATION AND SIZES OF EXISTING UTILITIES, THE PROPOSED POINT OFCONNECTIONS TO EXISTING SYSTEMS AND NEW ROUTINGS. DUCT SIZES AND ROUTING SHALL BE MODIFIED AS NECESSARY BASED: ON ACTUAL • EXISTING CONDITIONS AT •NO ADDITIONAL COST TO THE OWNER. THE CONTRACTOR IS RESPONSIBLE TO THOROUGHLY VERIFY' ALL EXISTING CONDITIONS BEFORE, SUBMITTING HIS BID. 8. THE CONTRACTOR SHALL COORDINATE WITH THE ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATIONS OF DIFFUSERS, GRILLES AND FIRE SPRINKLER HEADS BEFORE COMMENCEMENT OF THE WORK. 9. IN THE AREA OF NEW CONSTRUCTION THERE ARE A NUMBER OF EXISTING SERVICES. PROTECT ALL ACTIVE LINES AND MAINTAIN SAME IN GOOD OPERATING CONDITION. TEMPORARY SHUTDOWN OF EXISTING SYSTEMS SHALL BE COORDINATED WITH OWNER REPRESENTATIVE. 10. PROTECT EXISTING BUILDING STRUCTURES AND ADJACENT FINISHED SURFACES DURING CONSTRUCTION, PATCH, REPAIR AND REFINISH. EXISTING WORK DAMAGED BY WORK UNDER THIS DIVISION TO MATCH ADJACENT UNDISTURBED AREAS. PATCHING, REPAIRING AND REFINISHED IS TO BE PERFORMED BY WORKMEN SKILLED IN THE TRADES INVOLVED_ 11. ALL MATERIALS AND WORKMANSHIP ARE SUBJECT TO APPROVAL BY OWNER. ANY PORTION OF THE WORK DEFECTIVE SHALL BE REPLACED BY THE CONTRACTOR AS PART OF THIS CONTRACT AT NO ADDITIONAL COST TO THE OWNER. 12. ANY NEW OR EXISTING DUCT OR PIPING OFFSETS REQUIRED AS RESULT OF JOB CONDITIONS OR LACK OF COORDINATION WITH OTHER TRADES, SHALL BE PROVIDED AT NO ADDITIONAL COST TO OWNER AND SUBJECT TO ARCHITECT'S REVIEW. 13. CONTRACTOR SHALL PROVIDE DUCTWORK AND TRANSITION EQUAL TO DUCT FREE AREA OF DUCTWORK AS SHOWN ON DRAWING, TO PREVENT A CONFLICT WITH EXISTING CONDITIONS. 14. BRANCH DUCT RUN -OUT SIZE TO DIFFUSERS /GRILLES SHALL TRANSITION TO THE DIFFUSERS /GRILLES NECK SIZE UNLESS NOTED OTHERWISE. 15. INSTALL MANUALLY ADJUSTABLE CONTROLS, SWITCHES, AND THERMOSTATS AT 48" AFF. 16. SURFACE OF INTERNAL DUCT LINING SHALL MEET THE MOLD, HUMIDITY, AND EROSION RESISTANCE REQUIREMENTS OF UMC STD. 6 -1. 17. FACTORY MADE AIR DUCTS SHALL BE CLASS 1 PER UMC 603.2. 18. DUCT INSULATION WITHIN. THE BUILDING SHALL HAVE A FLAME SPREAD OF NOT MORE THAN 25 AND SMOKE DENSITY NOT EXCEEDING.. 50 WHEN TESTED AS A COMPOSITE INSTALLATION: 19. DUCT SMOKE DETECTORS FOR FIRE /SMOKE DAMPER ACTIVATION MUST BE LOCATED WITHIN 4 FT. OF THE UPSTREAM SIDE OF THE FIRE /SMOKE DAMPER. DUCT LEGEND ABBREVIATIONS LISTED ARE FOR GENERAL USE DISREGARD THOSE WHICH ARE NOT USED ON DRAWING SINGLE LINE DOUBLE LINE 20X12 20X1 RST DIMENSION OTES VIEW SHOWN; S S )< R OR DEN OVAL SO- r I l i RISE OR DROP IN DIRECTION OF ARROW. r I I i RECTANGULAR DUCT -I L TRANSITIN, O 18" MIN_ LENGTH.' MAX. EACH SIDE_ 'ROUND OR RECTANGULAR ,29.12,(Q DMEN�SIONS.ARE N ET'NSDENI. S D S • TT DOM RECTANGULAR' rd ROUND TRANSITION DESCRIPTION 90' ELL 'W /TURNING VANES 45' HEEL TAKE -OFF FITTING, RECTANGULAR DUCT CONICAL OR FLARED SPIN -IN OR CONICAL TAP ON RECTANGULAR DUCT 18 INCH ROUND DUCT RISE OR DROP IN DIRECTION OF ARROW, ROUND DUCT. ROUND DUCT ELBOW; R /D= 1.5MIN. 90' STRAIGHT TEE FITTING 90' CONICAL TEE FITTING 45' LATERAL FITTING 45' CONICAL LATERAL FITTING FLEXIBLE DUCT (SHOWN WITH DIFFUSER) DIVIDED FLOW FTTING TEE FITTING WITH TURNING VANES SUPPLY DUCT TURNING TOWARD SUPPLY DUCT TURNING AWAY RETURN DUCT TURNING TOWARD RETURN DUCT TURNING AWAY EXHAUST DUCT. TURNING TOWARD. EXHAUST DUCT TURNING AWAY ROUND DUCT TURNING TOWARD ROUND DUCT RUNING AWAY BALANCE DAMPER OR VOLUME DAMPER SMOK ((ER RE /SMOKE DAMPER (FSD) VOLUME'' DAMPER (VD), BALANCE DAMPER (BD). SMOKE DETECTOR. PROVIDE AND WIRED BY LIFE SAFETY CONTRACTOR. INSTALLED BY MECHANICAL • SQUARE SUPPLY AIR DIFFUSER 3 -WAY THROW • SQUARE SUPPLY AIR DIFFUSER 2 -WAY THROW id SQUARE SUPPLY AIR DIFFUSER 1 -WAY THROW • RETURN GRILLE OR TRANSFER GRILLE SQUARE SUPPLY AIR DIFFUSER 4 -WAY THROW - z EXHAUST GRILLE t SUPPLY GRILLE * - RETURN OR EXHAUST GRILLE SCREENED OPENING S SUCT -5 SUCTION REFRIGERANT PIPING -HG S HOT GAS REFRIGERANT PIPING -LIQ S LIQUID REFRIGERANT PIPING ZN M0.3 M2.10 M2.30 M2.31 M2.31A M2.40 M2.41 M9!�� SHT NO DESCRIPTION MO ABBREVIATIONS, GENERAL NOTES, AND DRAWING INDEX M0.1 M0.2 MECHANICAL SECOND FLOOR ZONING M2.1 1 .1.201 MECHANICAL FIRST M2.20 MECHANICAL SECOND FLOOR HVAC OVERALL PLAN M2.21 MECHANICAL SECOND M2.21A MECHANICAL SECOND 0 M3.1 M3.2 M3.3' M3.4 M4.1 M4.2 M4.3 M4.4 M5.1 M6.1 M6.2 M6.3 M6.4 M7.1 M7 2 SEPARATE PERMIT REQUIRED FOR: D ylECHANICAL r LECTRICAL [f wGAS PIPING , CITY OF TUKWILA BUILDING G DIVISION MECHANICAL FIRST FLOOR ZONING PLAN MECHANICAL THIRD FLOOR MECHANICAL FIRST FLOOR HVAC OVERALL PLAN MECHANICAL FIRST FLOOR HVAC PLAN PHASE 1 MECHANICAL FIRST FLOOR HVAC PLAN PHASE 2 MECHANICAL SECOND FLOOR MECHANICAL SECOND FLOOR HVAC CONTROL PLAN - PHASE 2 MECHANICAL SECOND FLOOR HVAC PLAN - PHASE 3 MECHANICAL SECOND FLOOR HVAC CONTROL PLAN - PHASE 3 MECHANICAL THIRD MECHANICAL THIRD MECHANICAL THIRD MECHANICAL THIRD FLOOR HVAC PLAN MECHANICAL THIRD MECHANICAL THIRD MECHANICAL THIRD MECHANICAL ROOF MECHANICAL ROOF MECHANICAL ROOF LEVEL HVAC MECHANICAL ROOF MECHANICAL PARTIAL MECHANICAL PARTIAL MECHANICAL PARTIAL MECHANICAL PARTIAL MECHANICAL SCHEDULES • SCHEDULES MECHANICAL SCHEDULES MECHANICAL SCHEDULES MECHANICAL DETAILS MECHANICAL DETAILS R �' n G t KV 5C° pf �1$ n *1o" �NP> -S MECHANICAL DRAWING INDEX FLOOR HVAC PLAN - PHASE 3 FLOOR HVAC PLAN - PHASE 1 FLOOR HVAC CONTROL PLAN PHASE I FLOOR HVAC OVERALL PLAN FLOOR HVAC PLAN - PHASE 1 FLOOR HVAC CONTROL PLAN - PHASE '1 FLOOR HVAC CONTROL PLAN PHASE FLOOR ,HVAC PLAN PHASE 3' FLOOR HVAC CONTROL PLAN PHASE 3 LEVEL HVAC OVERALL PLAN LEVEL HVAC PLAN - PHASE 1 SECTIONS SECTIONS SECTIONS SECTIONS' MECHANICAL PARTIAL PLANS MECHANICAL CONTROL DIAGRAMS, PLAN ZONING PLAN HVAC PLAN - PHASE 2 PHASE 2 PLAN - PHASE 2 HVAC PLAN - PHASE 3 • DETAILS MECHANICAL DETAILS MECHANICAL CONTROL DIAGRAMS istti_ ()NUN • • • • • • • PH2 • PH3 PH4 PH5 RECEIVED SEPIB 7 2000 EXODUS SEATTLE 3 MACDONALD- MILLER 3i1Sl'.I ARCHITECTURE ISSUED FCC T1 PBD/T-PH123 08-9-00 Q issue B UI/ER7 424.11 ' 047900 IMO FOR Ti FEW 1-R19 084400 A ISM AS BU1B1N I1A11 084 ISSUED FOR CONSTRUCTION-FH1 075400 ISSUED FOR T1 PERIJF -PH 2 07 -2600 ISSUED FOR Tl PERMIT -PH 1 06 -2600 REVISIONS ISSUE DATE DRAWING TITLE: d It t eriol appearing herein consb ate 4 pubr n ed work of the Sob, Corporal. ay no pricotee. iced or dsolosea rltep corcent or the Sabey Corporation e S i3OF EP 7 s 200. GElOER Ex ODLJ p�7AiitfT ie.0 lst SEP 0 7 ?nnn MECHANICAL ABBREVIATIONS; GENERAL NOTES AND DRAWING INDEX 1 understand that the Plan Check approvals are subject to errors and annss:ons and approval ot', plans does not atAborise the violation o` any adopted de Or ordinaace Receiplor eon- tracto coo .f approved plans acknowledged. DRAWING NUMBER: PROGRESS DATE: 04/15/00 ALE:. I :\2000CADD \200154Ek0- SEA3 \154M0 PLOT: PROJECT NUMBER: 200154 DRAWN BY. W. NELSON CHECKED BY. R. MAHDAVI APPROVED BY: W. HURLEY M n r,rr 12 Q L _ ZONE 5_ _ FUTURE ! GENERATOR cri occupANct) I I I 51.4KLER: ROOM 31,OR • 1 I 1! i nil 411110111111111111111111111 ZONE 25 ZONE 30 ZONE 31 CONSULT T LI' , ■ 4 , i -- --' 1.T 3 (4opco ga0 Iliirpron. _ 09T 2 (40P00 920 i 1 ' , 1 Isre ( _„! 9, .) ) (_. t■ i+ _ .„__ _ ÷...,, ' i ■ i ' 1------=t"--.L--"..—...... 0,...1 1 4 WIIDTairar i 0 . 0 ...MI 21 1 , I FUMRE GOLO I , ZONE 43 i , f 51-11PPIN6 ' r ----, I'Mr E 1 1 1 ' , , 1.1r5 0 E = - --- ' rricrT b" -•-•= 0 OW rY1 _ ' ' 1 ' 1 I 1 7 1 410 '''' . . • , . . , _ . ,.....4*!. oom ' , e t Ass A — -•—_,,.„--, • 1 150 1 I lir ZO E MECHANICAL FIRST FLOOR ZONING PLAN SCALE 1 — RECEIVED SEP 07 2000 EXODUS SEATTLE 3 MACDONALD-MILLER OAIIIJLPILr 1 ARCHITECTURE 111A1FA 111111Egi )2a macaw, s-nvEr SWOT& 4.15_ sAh cAtiorao. FAX:415-7B8-61340 ISSUED FM 11 PENT-P111,2 0829•03 'RUED FOR T1 PERIAT-RI 011-14 0 ISSUED FOR CONSMLICIEN-Pli 1 Eq-31. ISSUED FOR T1 PERMIT-PH 2 07-26-CO ISSUED FOR T1FERMil-PH 1 0.26-00 N rc A g s d t te material epee. " the original and unpubitzd o ■:if l ' ,Ow:. of the ctbey . Im1111=1111=1111M 44 SEP 2 0 20 "r". ' PERMIT GEN., EXODUS ■..........■ r7it,f tezeast , I 7 II 11.111111MIIIMIM RECEIVED SE P DRAWINESTLE : AIR SYSTEMS I NC MECHANICAL FIRST FLOOR ZONING PLAN Of PROGRESS DATE: 04/16/00 2000CADD I 1 E03 \154M01 PLOT PROjECT NUMBER 2001. D. • CHECKED BY: R. I APPROVED BY: HURLEY , , i�I IFsr SF ai iltI2c11( 11E AID i$ I� 9 � I ..2 8 if I � I . I: wi :giNa u mom -152IpMit IOW - MAMMA 11 6 'WI I l ®5 1'1 imolmommi Il Aii I :1' 11111101111111111 11111101515011611 =ice ® 1� BIM RI i Al Eii lw-i ► I rte.: _ = f I : . ■ _ISfi ►,1 I 114111 I -1E ■ I MEMO I :sse; OE UWE ._liil!!i� cac2c=0 ii + i SaI61'UG• 111E111111 iu�'Jiis►_1ir ivEll I • -UF WI - — :1 ® ® t® ®4 ®' ®' r{�ItlO i1 ®® it Cll r r ® ®iu Ildii - J m �T 1� NtOR,oril = i tN ®10�i MS I riMihd Imo% �-, II 1211121E111121 5i1i�"Ii' F3� T I� 11 C� ® f• I ®I 'T i ®I 'f i1 ®I 1 --r- - = ;r ® -1 —�� -- . 14 = 11 > _ VI L 113 ;.1 JL I ° =C .' ,11►,�' p Er =MICE 1<i =111- M il EMI= EZEZEIESIE 11111.111111 k EMU 1111 i 15111E111211 11111_11111111111_111111111.11I . 4 I ®I 4 .3 is CED I.E. I 4 �4 ZONE ICJ = MOM 11i®® ®� ®7aNE.• MOD LE MAN ® fi lam% f® MUM ■ imaimasisk mum ��,�, flrmfm4.1!. �N1tBEY1�'iG : :I I I ®� i s I ®I TMAi. a —r�— ANN 1MC U1EE - IiOi1►1 I ®DI®R "1 11411Altibilni ►,f MODULE 11aiii Iris t - - I' ►1', ss111 ®i 2nd FLOOR D ATA CENTER REVENUE CASE AREA = 91 59 %EFflcle soI 57, 1!111111 .i11=110i:11 111M WM 'Wk . / 11 WINIMPIS iste to { ® ZEE ZON I® ® ®I / llisl' '1 i1` Wrmiiiir ICEIVINC 5 ZONE tsa 11111111111111111111 os�ia 11211211l11i1- MOMIKEInasiu seimmisms Ii1 +'RI1UU MA ' — 50 % EF0cle oA 0 0 0 0 S 0 2nd FLOOR DATA CO0OtR Phase 18 2 00500)0 AREA = 5999b OF CASE AREA = 55,49& SF A 2nd FLOOR DATA CENTER Rase 2 REVERE AREA. =.02,701 SF CASE AREA = 20,324 5F 2nd FLOOR DATA CENTER. Fhase I REVENUE AREA = 27,2 SF CASE AREA = 15,172 SF 56% EfflcS 0 0 0 6Sn F011T1 F9411 06-29W A2 mum AS au. f2 -Fin D3aw 6S® FOR D. PBYT- -P83 08 -140 Q 64 ® As EILEN *PH I 08 4F00 ISSUED FOR COtSTRUGDON-PH 1...0731-00 ISSUED FOR T1 PEPJAT -PH 2 0msta ISSUED FOR Tl PERMF -PH 1 06 -2600 REVISIONS ISSUE. DA TE' PROGRESS DATE 008/00 F1 E: I: \2000CAOD \20075400 SEA3 \1541402 PLOT: PROJECT NUMBER: 200154 DRAWN: BY: W. NELSON CHECKED BY: R. MAHDAW APPROVED BY: W. HURLEY DRAWING .NUMBER: Si111i113IIMI KEY PLAN mitten mateBal appearing !rein constitute pub44reE work (Ne Sabey Coryaofmn o of e E pac uses or Corporation- anent f the Sabey COrporoUO- n . MO.2 3 SF tire' i OF N— I ,, ° r Z$E 2A e ZO1- ZONE Z E' 4v,1 I , 1 I mo , J 1 a � LI 14 i E o MECHANICAL SECOND FLOOR ZONING PLAN " - 602 SCALE: 1 ° = 20 -0' RECEIVED SEP 07 2000 EXODUS SEATTLE 3 ArternflUA1 n_mm T FR, CONSULT S4BEY ARCHITECTURE 97. Ear BROM. ROAD. ANTE Sao 40e -46-3000 AAR .ate DAI I ANW a a a119- 4,... 2,3 !getyg ear mNEr sN1E ns. u�lm�aa0 Ail ?2; SE E P .1 2 4 `00� EXODU rc ZOO ZONING PLAN RFFFIVEO SEP. 0'I NUO DRAWING TDLE: • 15 SYSTEMS IOC MECHANICAL SECOND FLOOR ■ 1 •I L 1III 1 ZONE 2 1 ! V fir i 1 I t i VAS 0 0 0 RRIQRR1i1R11R®RR,IR r I — 1 NI ` 'I „1 I - 1 I , j ar ! 9NE -2q �i 11RRRRR 1111111111111111111 I =I °1 I I 1 °1: °! I I I Olt 1Ri i 1 'ABM= 1 ! I;( T - ° 111111111111111111=111 ►il ale 7L 1 I' I i I° i ®I {; 4 !i. H I. / 1►RR1IRRR '1 '� I I` RRRRR ■ minim= L1 ZONE 4 4 a; �Ie III I III 111 II I !HRi►t10 R o11R/ 011111116 4111 MEW • .0 IMMO 8 L ..sWi RRRR/ L 1 RR11R RRRRI/ RR RIRR ZO I� EMU - mum 1 I RRIR- E°� ttr t ' f 0 /1RRiR RRIRR/ 6tiR/RRi 11 RR*R/ RRRRRR 11 HEIRS t► R , 1UIR •RRR11RR,(I ► NMI wRR� MRw � I /R0RRR► I J 1011111111111111111 ►►+ o , ■R/IRR► II 'T1 RRiIw1R 1•111111111111111111111111111 R/1RRII Iii�Oe►_R 1E01 1° 1801 z ®11 e® I ®i® filllMtn- _ MIEN 1RIR�11► +R RR ¶ -i1C 11CRO0 L I /RnIRR (:k &RIiE f mium C I I I I 1111111111111 111111 11111 II I M0.3 z [ 1 / / 111111111111111111111 111111111111111111111 11111111111111111 S1 1111111.11111111111111111113/4111111111111111 ►:+ _ 11 j ., ® SCR- ®, p EMU MEM MK NEW lENEIONNi dRIERII ® � ._. _{ a RC1Cr ► ♦� RR ■110 ■:�:1/ It!R ■ R 1111111111111111111111111111111 1111111111111111111111111111111 11111=111111111111 11111=111111111111 1111111111111111111111111111 1111111111111111111111111111 -- I RRR MEM EMI= _ -- /IIRR / RRR/ EMI= R(RRO j,_ 11111111111111 111.111111111114 II ®-- if fO-- Iq -® ®� JINN e R0 2.01011E111 -1111211011; 611111111111111114 "1111i111111 INIP1�11 MOMMEMEN 1R 1 ►�� -11lIRAA t RI MO0113LE 1 R/ I ism ® ii11 ► ♦ 1 Owl 10 00 I I 1® I I I I 1 � lam 11 I MOJRKIR19I vEIROi11"1® i ® -1 O/ 1011E11110111111 E i /GiG1 E!R 911 �-S ER C11►'.1I 1C'EI.l ' RuuRR. �I. 11101111111111111111110 , 111111111111111111 14 ,11 /RRR 4 MECHANICAL THIRD FLOOR ZONING PLAN SCALE: , =20' 0 OF 1® PAD BELOW /RRr1R1Rl®/ "1I1R�1�► ♦�R�E' 4 I Mal Eltileteg tri MUM ` ZONE S ▪ I MS ON ;p ON 1 Ic i7oRii` RRIRR1R1 1111111111111110111 /RR11R►aito 1 1111111111111 4 I ° A �� ►sl n 11:13►211 0 0 4 4 0 O 0 0 cOY Of TusoiIA *PROVED ST- -"2 2000 Ikea OT ,B a � yeleB�`3f�` 69ED FOR TIPBYF-FH12,3 08-2900 BSED AS B N1EiI 2.- PNI O ISS. FOR T1 PERMIT-PH 0 -1L00 Qi sRED AS m1.si.PH1. os -1t-00 681ED FOR COtSIB1C!I0t.1 o7 s-D4 MUM FOR T.I. PERMIT -PH 2 O7 -2.00 ISSUED FOR TL PERMIT -PH 1 0628 -o0 REVISIONS ISSUE DATE dr,Ings on mAY PROGRESS DATE: 04 /18/00 FILE: I: \2000CADD \2001540(0 SEA3 \154M03 PLOT: ' PROJECT NUMBER: 200154 DRAWN BY. W. NELSON I CHECKED BY: W. HURLEY APPROVED BY: R. MAHDAVI DRAWING NUMBER l and a T : 9 herein wrsGOrte ' ork of UeSabe COrpaalnn rI nr ateq = or d Iosee P t or we satie coGwratwa. ', MO.3 RECEIVED SEP 07 2000 EXODUS SEATTLE 3^ ARCHITECTURE ICI " aST M. 'AD.'S., LA 10H 416-11 1 ruirdenA vtm LAY- yea -a>:s- rr AN MM., .. $41 . F1 si5-7s - 6040 sAN' rarnua� ran rya.. swuc nuts- >aff -saa SEP 2 0 2000 E t� RECEIVED DRAWING TITLE: A IR. SYSTEMS INC MECHANICAL THIRD FLOOR • ZONING PLAN Lj 101101111111 ;1=L!:11:: -Z3221 9 iM2a -.J.- --- INTIM . - - - - - - - . - - . - = - - : - - - : - : - A gd --------------------------- - - - rUNLF j1 —Os PHASE 2 5-788-6040 69LIED FORD. PEM141112 3 082900 ISSUED FC6 T.L PEFMT-PH 08-14-00 MED FOR MNSIRUM1-iii 197-31-00 123SUED FOR PERMIT-PH 2 07-26-00 P39JED T11,9MIT-PH 1 06-26. REVISIONS ISSUE DATE V rIPteTervO w7t ge Vocti — e .• sEP 2Z 2 EXODU yerreit. cease RECEIVED DRAWING in AIR S YS'T EMS INC MECHANICAL FIRST FLOOR • HVAC OVERALL PLAN PROGRESS DATE, 04/18/00 FILE: 200OCADD 200154EXO-S.3\ 154M210 PROJECT NUMBER: 2001. , - 2 7,-, DRAWN sr - I W NELSON CHECKED BY: R. MAHDAVI , I ,., , 'APPROVED BY: W. HURLEY AIR INTAKE 7..NNEL I 155 I L I I' , , , , ,--, 10 CCU!. A NC . III I L 17 i-i':-• OT:11 " ,II, . , I '.r••°-'•-='-'-'. i ' cr r.h17.1 LA-I I— I , ! 2 Il I ' i 1 ,1 : rI F ' rill I i I I ,,, 1 I 'f? El ---r.-T,--1 L.J Li E .. ii a • -.T I W - - ' MASI: -- -'- is ------ _ V 6 Pim , .. :. - - - - - - - - ! ......... -;0„P„tsbgl i ..._ .t . i - , --- i .= .. I . • .._ ... • . I 1 .:.1,:.:.,. nt " A " ; ,- . . ,-,-.-. _ -- ' -- 1 .. 1"_ 11 . ------------ . .. • ........ , . , 1 rra 'V:1 li ....- ------.., aczuPANO) .1: .• .. *....... . ...-.:.*::.• ............'..!:.".... i.:... ........j........ ..... 6ETTERATOR "......1.1"......°.......1.1.1 ..... ..." ------ --- 1 ------------------------ .............. .....11....... .. ....11 .. ...." 1.1 - - - - - - - - - ' ' ' ' • • • :-.: .. . . . .. 1 ............. .......'.'.'..' ' I . 58 I . .. ............ .. .. .... ...... , bIJAC 1LL-.-1 •• . ,-..•••.,....-• • •••••••• 1 .......... • ........................... •-... . .. ... .. , ....... . ......... ............ fitz iiiiEs rim ritrm , ...... - --.-- . ..L.,,--..:.--:.:-:-:-:.-.-:-..-:-- - 7.1_i_ •"'-, ,,,- ... . of _15%:. . .: .. . . .-:-....,;............ 4 § : P . !tri • -1 11 - 5111,...imiwme,....1 . ':-:-::-:-:1' '-'- 11, ....... , I t C SCAL 1 =20 - MECHANICAL FIRST FLOOR HVAC OVERALL PLAN CitNEHAL NU I A SEE DETAIL SHEETS M6.1, M&2 AND M6.3 FOR TYPICAL HVAC DETAILS I RECEIVED SEP 07 2000 DRAWING NUMBER: SA BEY ARCHITECTURE M2.10 PANEL INTAKE C T a,NEL 1531 0 AC01/511C PA .L MIN- 2 ° v.. ATTFIi)ATOR tags. cwa.10•.50 116 GENERAL NOTES A. SEE DETAIL SHEETS M6.1, M6.2 AND 106.3 FOR TYPICAL HVAC DETAILS. .' I Lj o 1 MCD 13 Q 0 0 I .--I 10' 0 I 0 96x44 RA B00 13 -4" GENERATOR ROOM 50x42 SA :OD 91_cR 0 I (24)18x16 SR 1583 CFM EAR SOUND ATT937ATER 7b•- 0Sd6 H. 6' CON C. 8BELD911W3 120x36 9D 19000 (TYP OF 2) 60x42. RA BOD 13' -3 6 CD1 98 CFM 1 -28C 24x18 FSD 6x22- >903 ° BOD 9' -10 12 CD1 10 ° 0 SA 335,,CF 5 8° CD1 134 CFM e - C. "0 sA SRRRRRRRRC0M 9 RNMIL, ®RR! RRRtvrtR:av� 14 I 8 "0SA. 1✓x12 FSD HALL 1ti 38 C FM ® C ROOM ? 0 rA ° EG3 382 CFM • 22 10° EG3 Q2 0 . 462'.:CFM 28 "0, SA BOD 12 -4 � I ❑ vav ' CUTY 1 VE ® ;IlgI sn STAI #1 1786 C M 18x18 LVR1 18x18 EA 2 14" CD3 62 .CFM 6 CD3 50 CFM ❑ ❑ HARDENED L055Y i - 32 ®s �' 302 CFM fF� 8 _ 10T O h'3 P�/ " T71L E CLOSET INLINE FAN SUPPORT CON511LTAR6 DRAWING NUMBER SIMIiiii' iiiiilAA1 = Liliaiiii'11 , ■3811414bSS NIEM lliiil A ' igiiiiiI! OLIO iimMM 7'R11ipp� Malta/MISS iiiiiiii a ®',iL llwiilti iiiiii 1 . _ Kauai SS II 1:-G Sebie rliiil ■iUd1ra iipiS EMI BOSOM M per M i - _ REVISIONS ISSUE ..DATE NI d.mn^9s wM rten mate ial appemmg he. ca56 ute and s sane ua not b tl wwk. of the Capanl'm and the shoe man not f th ed, used Co:Q rssbo w iNOUt the written coiianl.of the lSabey Corporation_ SEP 0 71000 SHEET NOTES PROVIDE AND INSTALL 16 GA. (GALV.) SHEETMETAL BACKING TO INSIDE FACE OF LOUVER. PROVIDE FLANGE CONNECTION FOR ATTENUATORS SEAL CONNECTION. TO LOWER WEATHERTIGHT. CONNECT 16" SST. EXHAUST PIPE FROM SILENCER_ EXTEND OUT 24" BEYOND OUTSIDE FACE OF EXTEROR WALL OR LOUVER. PROVIDE. 20 SST. SLEEVE THRU WALL AND LOUVER SEE DETAIL 8/M6.1 CONNECT 8" SST. H•YSPAN SERIES it 2502 FLEXIBLE CONNECTOR TO GENERATOR EXH.' NOZZLE_ ROUTE 8 EXHAUST PIPE FROM FLEX UP. CONNECT TO 16" EXHAUST HEADER (TYP OF 2 PER ENGINE). EXHAUST SILENCER PROVIDED BY ENGINE .GENERATOR. MANUFACTURER INSTALLED BY MECHANICAL CONTRACTOR_ CD1 98 CFM A 0 MOUNT FAN TO SIDE OF WALL INSTALL BACKDPAFT DAMPER IN WALL. USE RUSKIN MODEL BD6, 36 x 36. SIZE. 06 SEE TYPICAL DETAIL 2/M6.2. 0 INSTALL SOUND ATTENUATORS (BY GEN. MFG.) MOUNT ATTENUATORS BETWEEN. EXHAUST PLENUM AND EXHAUST LOUVER , PROVIDE FLEX :CONNECTOR BETWEEN ENGINE RADIATOR EXHAUST DUCT PLENUM. 9O PROVIDE CEILING MOUNTED AC UNIT ROUTE 3/8"-RL PIPING AND 5/8 " HG PIPING TO ACC -05 1. PROVIDE. CEILING MOUNTED AC UNIT. ROUTE 1/4"-RL PIPING AND 1 /2 " -HG PIPING TO ACC 04 4 kw PROVIDE CEILING MOUNTED AC UNIT. ROUTE 3 /8 " -RL PIPING AND 5 /8 " -HO PIPING TO ACC -03 ROUTE 6 "0SA DUCT FROM CAC 1-1 TO 6 "0SA IN MPOE ROOM (RM. 101) ADD BACKDRAFT DAMPER TO BOTH 6 "SA DUCTS PROVIDE 4" CONCRETE HOUSEKEEPING PAD FOR SPLIT SYSTEM CONDENSING UNITS. MOUNT. CONDENSING UNITS TO SLAB_ SET BACK OF UNITS 12" FROM FACE OF WALL. CONNECT REFRIGERANT PIPING FROM CAC 1-1, 1 -2, & 1 -3 PROVIDE SHEET METAL DISCHARGE DUCT. MOUNT TO FACE OF RADIATOR FRAME. INSTALL BACK DRAFT DAMPER IN. PLENUM. ATTACH ATTENUATORS (BY GENERATOR MANUFACTURER) TO PLENUM. cTe 07 2908 SABEY ARCHITECTURE 97 EAST SFAIG1W R5{O 9JOIE 570 4.36 - QS.wm .dff fa/MN. 45117 FASS 0113- 66-1501 Lap metro EAF silk SWIE 7tf {1t78HtARD SAR FRORI504 =FORM Sa. FAX,{15- 788 -604 IMMOFM11PBOR -PSt23 0944420 !SOMAS BILE1M 2 -FR1 SSW b51EDAS SWIM f1FR1 WINO 80EI80 C01S!RIMICBP 11 073Fw sae FOR.Tl PEEDA -PH 2 ISSUED FOR T1 PEflMi -PH 1 2 EtEGE Nyt µOLn. ; EXODUS'''' nraltoteeast MINNIMMIMM RECEIVED- DRAWING TITLE: AIR 909•160 Inc MECHANICAL HVAC PLAN 1ST FLOOR - PHASE 1 PROGRESS DATE 6/8/00 FILE I: \2000CADD \20015400— SEAS \1546211', ■PLOT: PROJECT. NUMBER: 200154 DRAWN BY: W. NELSON I CHECKED'BY R. M EIDAVI APPROVED BY W. HURLEY !4 - ERidency 57% E- iciency 13 - '9) O I T X MECHANICAL SECOND FLOOR HVAC OVERALL PLAN GENERAL NOTES A. SEE DE7NL SHEETS ME.T, M6.2 AND M6.3 FOR TYPICAL FIWAC DETAILS: 2nd FLOOR DATA CENTER Phase 3 REVENUE AREA = 27352 SF CASE AREA = 15484 .�. 2nd FLOOR DATA CENTER Phase 5 REVENUE AREA = 33,STSF CAGE AREA = 20,215 5F 2nd FLOOR DATA CENTER Phase 4 REVENUE AREA = 33,955 5F. CAGE AREA = 20,324 SF INK a ►i r• s =i ®111 ® iilLie1E ® ■ ® ®11111® ®11 il��111iihi ►:�!` _ �11 1111010/00.1 IAMBI 1E' 61111101011' iilrl ICIER IIIMIGIE1110111 ®liis iiiiii►t liii i g gy 11ciime winamoit inamorm math .sE-Aing m MINCE 7. untawrossa liJ MUM >,i z - - ! ®i° NEE= impsonclort, r.... �� .. _ .. :111 of mu5,:; ° most- i' 1911 ..... �� 11 F rr. r�nrJ ink 16111111 111111111111 1666 MI1i ® 111 IMRE IMMO -II11111311 i ____ ■1 iillli�l 1 ► f ® winsmn s, 11311112101U / i X11..SI iMI I MIS; I 11 Fd 0 IREARIMIRE. il�iill '�._ 111111 X11 _•� nili iltt� � �� -ice f 1 ANIRRISSI. 1111111011111111 iVi 1J 511161111E1 11 11 11n111 nsI • CUMF2M iZ 0, 'MaiinAligi ANSI: TICEIC131 49 ] 2nd FLOOR DATA CENTER Phase I d 2 REVGNIE AREA = .54,446 5F '.. CAGE AREA .= 35,44H SF 54%EPM 52 % Efffc 218 FLOOR DATA CENTER - Phase 2 REVERIE AREA = . 52,701 5F CASE AREA = 20524 5F 2nd FLOOR DATA CENTER Anse REVEI■IF AREA =..27295 5F CASE AREA = 15,112 5F 5b % Effie DRAWING NUMBER PROGRESS DATE: 04/15/001 FILE: L\2000CA00 \200154EXO- SEAS \1541.1220 PLOT: PROJECT NUMBER: 200754 O 1.T , - 2I2.�� DRAWN BY: W. NELSON �j'• I CHECKED BY: ' R: STATU I. l APPROVED BY- W: HURLEY RECEIVED SEP 07 2000 SABEY ARCHITECTURE 97 41Y wK rAl WORM - 91117 Fat' 11:16■419,14t1 tz Irorrnwane etwor7. 9.41E TS sts- -6COS 54E FPM D. W IOSOF00 me 8A sa FAE{i3- 786 -6016 ISSEB FONT1 m11E441 0624W SIB FORIlFSYF -FN3 11144 Paw R7t CONSTR. OT31-00 ISSUED FOR TU PHUHF -PH 2 , � 01-26- 00 ISSUED FOR T1 PIERMIT I 1 06 -2600 REVISIONS ISSUE DATE A. drawings atl written material appearing herein cans.. the original and unpubPshed work a tie Soles Corpaatun and the same may mt be Warranted. used or dsaotea without the written moment ,of the Sabey Carparatnr- c EP 2t EXODUS''' RECEI VET SEP u 7NUtS DRAWING TITLE: AIR SYSTEMS INC MECHANICAL' SECOND FLOOR HVAC OVERALL PLAN wuU �nHr I � �I � F0 I�JI �JI Fr LIN I EORT .' FAN PP ° 1 fi'NEZ 22 °0SA 12 CD1 -13 22x22 RG1 0 aoq 8" -6 527 CFM1 1 6 ° EG3 96 22x22 RA BOO 13' -6 BCD 13' -6 Atim CD7 IA � s / .L FM A ♦ ■ ■ leir 18 SA 24 °SA 54x24 BOO 1 uema_ �'m I IIn HIIIIII► nIIIII 111111111111111111 8 CD1 ®�® DUCT CONNECTION 6 TO SA SHAFT � 1 4 058 8 CD1 162 CFM 8" CD1 159', CFM ! 8 ° 05A BOD 15' -05 8' CD1 VAV BOX SUPPOR1 (2)12 CD1 363 CFM 6 CD2 103 CFM lac ; -2 2551 F SU. F :: a5 - )56-5000 54f NNp¢0. GVSU•FR 9Hp1. F�IS -756W W 0608190 AIR SYSTEMS INC MECHANICAL HVAC PLAN 2ND FLOOR -PHASE 1 PROGRESS DATE:' 6/8/00 '.. FILE: I;\ 2000CADD \200154EX0- SEA3 \154M221 PLOT PROJECT'. NUMBER:. 200154 DRAWN -BY: W_ NELSON CHECKED. BY: R MAHDAW APPROVED BY: W. HURLEY 7 I1 7 • • • FE • f)= • E I/I VI • 1 Lik D 3 (Th SECOND FLOOR HVAC PLAN - 'PHASE 1 GENERAL NOTES A. SEE DETAIL SHEETS M6.1, 06.2 AND 86.3 FOR TYPTCAL WAG DETAILS RECEIVED SEEY ARCHITECTURE ESE1F8N11FBU1Ri t22 08-2940 WED PSB111E1NR -PHI CIMCO 'ft, 608 ASBU1081 1 08410 691® FOR COM9HCI6H4iI 1 00-31-00 SEP 2 ©'261 - - pERia cam' EXODUS RECEIVED hiL CD 2219 • IMCD,9213 7)MCD 2213 • GENERAL NOTES A SEE DETAIL SHEETS M6.1. M6.2 AND M6.3 FOR TYPICAL HVAC" DETAILS B. SEE SUPPLY AIR SHAFT SCHEDULE ON DRAWING M4.4 FOR SUPPLY AIR ZONING CFM. A LEGEND MCD, 21,04 TIIT- 5HAFT ZONE N0. PHASE FLOOR LEVEL L MOTORIZED CONTROL DAMPER ' /""\I SHEET NOTES 0 INSTALL: CONTROL DAMPER IRt SHAFT. LOCATE DAMPER ABOVE ROOF. PROVIDE UNDERFLOOR 199 SWPARATOR SEE DETAIL 5/M6.2. MOUNT BETWEEN RAISED FLOOR AND FLOOR 5146. S4EEY ARCHITECTURE FJMCD 2421 : MCD 2120 Oi • MCD 2117 MCD 2316 MCD 2115 pMCR 2114 MCD 2112 OTMCD 2111. '.. PRODUCTION MCD 2110 D P3MCD 2112 •'.. : O1 MCD 109 1225 CD_2507 ®TACO 2106 MC 2 04 1 I b c OT MCD C MCD'. 2201 201 ELEY'61' ��,STAI I216I PROGRESS DATE: 6/8/00 911.: I:\ 2000CADD \200154EX0- SEA3 \154M221 PLOT: PROJECT NUMBER: 200154 DRAWN BY: W. NELSON CHECKED BY: W. HURLEY APPROVED BY: R. NAHDAN RECEIVED 97 DST BROOM Re119 SUITE 3011 4011-436-13307 pYOiqu 05411 FR .91EI.9 -4544 MITI106C>ffRY 5'(IEM SUUE TiS. 518741 -6670 SN! F&VI�LO. l74RdR1A 9449E FRM SS EORR11F6YI44112$ 0848.00 ISSUED AS BUL E'IR!&PH1 08.78-00 mum As nom 1N117 0&4tp 68 FOR CQ SIHUClaf8P61 1 073{00. SSSUE FOR FEW,6T os.26. .... REVISIONS ',. ISSUE DATE''. N.. @mugs aid written maleiat appeal herein comb,. die original and unpubfdN'work of the Snbey. Cmpora6c^..''. and the some may not be duplicated. used or dRmsed without the vrilten: consent of the Sobey Corporation. e, M2.21A q FENNNEn SEP 2 0 2000 EXODUS"' arniiggiceast RECEIVED F 0 7 DRAWING TIDE: I R SYSTEMS I NC MECHANICAL HVAC CONTROL PLAN 2ND FLOOR - PHASE 1 RAISED IN SUBN 602 C )14" ' C fm` 1 9n1T I ldi 1 AN F (TYP.) 10 EG3 405. CFM DEEK 6 EG 96 CFM °FPI :E r �L" 11 9 i t , a Vii two) i ® ® ® I 'Cr �'I ' 11111111111111111 11111 1111111111111111N11111H111LI 1 11111111111111111 INLINE SUPPO E.... (2)12(' CD1 2 14 CD3 a — c I 55 CFM Dpi � � -84x96 71 G1 — / WA 4- IAFfUITI'P ! UW(. S UK; T.,: JJt1AILS �� 1� � C =. T�xcco „ell CD1 181 CFM HG 1 ® v I 142 1 5/8 ' � ROUTE DOWN THR TO - 02 1e 135 CFM (2)12 CD1 380 CFM 22x22042- '. (TYP.) 6' TF1 ICI 725 FM DRAWING N PROGRESS DATE: 6/8/00 FILE: I: \2000CADD \2001540X0 SEA3 \1546231 PLOT PROJECT NUMBER: 200154 CHECKED BY: R. 00204V, APPROVED BY: W. .HURLEY'' ' VI 1D b b —1 iD THIRD FLOOR HVAC PLANT' PHASE 1 SCALE. 1/8' =1' -01 GENERAL NOTES A. SEE DETA1, SHEETS M6.1, 062 AND M6.3 FOR TYPTCAL'.HVAC DETAILS SHEET NOTES 24x20 SA RISER; TNRtJ CONCRETE ROOF, CONNECT TO AC -02 O2 36x18 RA RISER, UP THRU CONCRETE ROOF, CONNECT TO AC -02 - 6 24x24 SA RISER, UP THRU CONCRETE ROOF, CONNECT TO AC -01 04 36x18 RA RISER, UP THRU CONCRETE ROOF; CONNECT TO AC -01 �EY ARCHITECTURE 97 FAST BROK.AW ROM RUE 306 401-418 - Sag JOS f , K117 F t511 ."°...z ^. ^.. SLOE 715: q�rTffi -690D ^stlt R I S= CMIOINKA WtG RW5- 166 -600 ISSUE FOR PEAAYT I' ' 06.26.0D REVISIONS ISSUE DATE. drawings and written male. nemn ta . e m and wn'nfshe4wk wN One sw �M Ne g' some m ww1 be' 1 4 u,e San le4 u 0 e Or 3I0xa rtnw,e the written cwnrenF a er wPwaron. Cm p�F .TU6WIt SEP 20 g ExoDU rinTe ate SFP 0 7 non AI SYSTEMS INC DRAWING TITLE: MECHANICAL HVAC PLAN 3RD FLOOR - PHASE 1 M2.31 0 FF,..._321. RAISED IN SUBN 602 C )14" ' C fm` 1 9n1T I ldi 1 AN F (TYP.) 10 EG3 405. CFM DEEK 6 EG 96 CFM °FPI :E r �L" 11 9 i t , a Vii two) i ® ® ® I 'Cr �'I ' 11111111111111111 11111 1111111111111111N11111H111LI 1 11111111111111111 INLINE SUPPO E.... (2)12(' CD1 2 14 CD3 a — c I 55 CFM Dpi � � -84x96 71 G1 — / WA 4- IAFfUITI'P ! UW(. S UK; T.,: JJt1AILS �� 1� � C =. T�xcco „ell CD1 181 CFM HG 1 ® v I 142 1 5/8 ' � ROUTE DOWN THR TO - 02 1e 135 CFM (2)12 CD1 380 CFM 22x22042- '. (TYP.) 6' TF1 ICI 725 FM DRAWING N PROGRESS DATE: 6/8/00 FILE: I: \2000CADD \2001540X0 SEA3 \1546231 PLOT PROJECT NUMBER: 200154 CHECKED BY: R. 00204V, APPROVED BY: W. .HURLEY'' ' VI 1D b b —1 iD THIRD FLOOR HVAC PLANT' PHASE 1 SCALE. 1/8' =1' -01 GENERAL NOTES A. SEE DETA1, SHEETS M6.1, 062 AND M6.3 FOR TYPTCAL'.HVAC DETAILS SHEET NOTES 24x20 SA RISER; TNRtJ CONCRETE ROOF, CONNECT TO AC -02 O2 36x18 RA RISER, UP THRU CONCRETE ROOF, CONNECT TO AC -02 - 6 24x24 SA RISER, UP THRU CONCRETE ROOF, CONNECT TO AC -01 04 36x18 RA RISER, UP THRU CONCRETE ROOF; CONNECT TO AC -01 �EY ARCHITECTURE 97 FAST BROK.AW ROM RUE 306 401-418 - Sag JOS f , K117 F t511 ."°...z ^. ^.. SLOE 715: q�rTffi -690D ^stlt R I S= CMIOINKA WtG RW5- 166 -600 ISSUE FOR PEAAYT I' ' 06.26.0D REVISIONS ISSUE DATE. drawings and written male. nemn ta . e m and wn'nfshe4wk wN One sw �M Ne g' some m ww1 be' 1 4 u,e San le4 u 0 e Or 3I0xa rtnw,e the written cwnrenF a er wPwaron. Cm p�F .TU6WIt SEP 20 g ExoDU rinTe ate SFP 0 7 non AI SYSTEMS INC DRAWING TITLE: MECHANICAL HVAC PLAN 3RD FLOOR - PHASE 1 M2.31 [ Ili° Li 1><I r n as% r < • al ar"�r_�� u�a-ar Fr�� ►V� lVl lV1 l ' �''� MCD. 3102 0.7.31 ■1 11111111 ■11111111■ eeeeeele 11111111111111 11 MLY3 17 MCD 3117 MCD 3114 El dD I MCD 3114 MCD 3 13 MCD 3112 MCD 3107 FS MCD ® 3107 MCD 3103 J S1 MCD 3119 INSTALL (4)66 "wx36 "h RUSKIN FS060 VERTICAL INSTALLATION COMBINATION FIRE /SMOKE DAMPER. DAMPER ACTUATORS TO BE LOCATED OUTSIDE OF SHAFT (DOWNSTREAM OF AIRFLOW DIRECTION). BOTTOM OF DAMPER 12" ABOVE. CEILING. INSTALLATION PER MANUFACTURERS RECOMMENDATION. PROVIDE SMOKE DETECTOR WITHIN 4 FT_ UPSTREAM OF DAMPER. CD 3101 ItINCD 3201 9D © MCD 3201 CONSULTANTS 97 FAST 9909997 ROAD SUM 300' 906- 45-9.106 1,4 v0',. . — 22I - ly {15-]69- ®D SW FRANCISCO. U'' EM. 94101 FILN5- I18-6940 ISSUED MITI PBM1PN122 042106 ® 651EASBIIIElat2 -211 mace ISSO107nG 9IMEIB MR11 0e-rAi ISSUED FOR CONSIRCl24211 074100 042640 DRAWING NUMBER, RECEIVED N12. S. A w IRI ID 4D Ix� ill MCD 3116 i®MCD 3116 MCD 3115 I�1 MCD 3109 MCUS13215 MCD 3215 (�M I> GENERAL NOTES A. SEE DETAIL SHEETS M6.1, M6.2 AND 116.3 FOR TYPICAL HYAC DETAILS. B M44 FOR SUPPLY A IR ZONI CFMON DRAWING LEGEND MCD 2104 I1-E_ SHAFT ZONE NO. PHASE FLOOR LEVEL MOTORIZED CONTROL DAMPER SHEET NOTES Ot INSTALL CONTROL DAMPER IN GYPBOARD SHAFT_ LOCATE .DAMPER - - N2" MAX, ABOVE. T —BAR CEILING. SEE DETAIL 2/M6 ISSUE FOR PERMIT REVISIONS SBEY ARCHITECTURE ISSUE DATE NI dmmngs nod . Lm mate. appearing hetin mnsLLde the original and unpuh9NN the work of Sahry Corpaaan m,d We some mor not be aA or without the written concert of WI the sea, CapaaGea. �. � OEON�D6Watn SEP 2 0 2600 EX 0 D U RECEIVED SCP 0- ," -30Bfr DRAWING TITLE AIR SYSTEMS INC MECHANICAL HMG CONTROL PLAN 3RD FLOOR - PHASE 1 CPT' py �. PROGRESS DATE: 6 /6 /00 RLE: I: \2000CAD0 \20 SEAS \154'231 OC? � i PLOT '54'2' ! PROJECT'NUMBER: 200154 1': W.'.. NELSON CHECKED DRAWN 0 BY: R.., MAHDAVI APPROVED RY: W.'' HURLEY • MECHANICAL ROOF HVAC OVERALL PLAN SCN.E 1- =20' -0' Ry EASE BRO AW ROAR 981E 600.. 400- 436-11307 5AN Ea emsom.. 45ro EAW 401,41i-151 _j29_160BROWIERT . Si1FEL 90IE 15. 415;786 -6000 51R fRAIIISLV. U' VSOBVt 94106. FAUS- ]RE60R F EI FOR fPEIMPER120 00-2900 ISSUED FOR T1 PRY1RI3 08-14 -00 SUED FOR COMMCI PHI ISSUED FOR TI FERMI -PR 2 07-2.0 '.... Mt.. FOR T1 PERMIT-PH I O6.28 -OO GENERAL NOTES A. SEE DETAIL SHEETS M6.I. M6.2 AND M6.3 FOP TYPICAL HUAC DETAILS RECEIVED SEP 07 2000 REVISIONS ■ SJ ARCHITECTURE ISSUE DATE, Au amn!gs antl mltm free im oapea^'9 heal. mrstihrtr the oiiand al a unpubrabed wrk of the Sobey Corporation e h and the '.. same may not be duplicate& used a: « d without the written concept °tulle Salary C potation, �� O Ex oDu R °E fin ri6p re. St RECEIVED PROJECT. NUMBER:,. 200154 DRAWN1BY: W. NELSON CHECKED. BY: R'MAHDAVI." APPROVED BY: W. HURLEY DRAWING TIME: AIR SYSTEMS IRE MECHANICAL ROOF HVAC OVERALL PLAN PROGRESS DATE 04/18/00 FILE: 'I: \2000CADD \200154EKO, SEA3 \1541/240 60 "0 SA ELEC P 36x36 LVR1 686 CFM BOD 2 -0" 1— /8 RE 1 —./8" HG 62x32. SA DISCI- ARGE'. DUCT CONNECT TO 564110 HUMIFIDIER. HOUSING, ADD 06,172 SA DUCT FROM HUMIDIFIERS TO MAIN. 86 "0 DUCT (TYP) I_ \ \\ I 1 \\ I \\ \ \ I 3 1/2" CONC_I PAD L - - -N FOR DETAILS (TYP)— I' \11 �� AG 1x /ii Iaii /4U LtA I � I I PROVIDE 1/2" THK CONCRETE EQUIPMENT PADS MOUNT CONDENSER TO PAD USING 1/2 ° 0 ANCHOR BOLTS (TYP)7 I 62,72 SA DISCHARGE DUCT CONNECT TO 56,110 HUMIFIC ER HOUSING, ADD 56,72 SA DUCT FROM HUMIDIFIER. TO MAIN 81 "0 DUCT (7) \\ \ \ 60 SA 36x72.. SA DUCT DR /« -- OP III DOWN THRU ROOF (T(P) THOU CONCRETE ROOF, SEE DETAIL. 6 /M6 3 (T(P) ,I I, 86 54 (TOP) SERVES SERVES 3RD FLOOR 2ND ,,FLOOR ( Tim ) ( CURB ONLY)/, ROUTE ' F21122 ELEV SHAFT VENT DUCT FROM ROOF VENT ABOVE DOWN THRU. CONCRETE FLOOR BELOW SEE 4/M6.11 ROOF AG EGS W 4TGr4 WITH GAU RAIL 42 ° ABOV ROOF 6 4x84 RU DC ROP DOWNTHRU U RO STOP 24 (TS BE EACH uNITF BECK (TYP EACH UNIT) AC NIT MOUNUTING (TYP.) "—MOUNT UNIT ON MANUFACTURERS SUPPUED ROOF ' CURB (TYP)i rN` t W...." Er, SLUE ns. sys >a� - sam 5°N FRARC6CU. =EOM WOG FATal-4- 7133-93m DRAWING NUMBER: I I j PROVIDE GAN GWAY :LESS OVER )UGTING NTIN OUNTING YP.), —�Y N GENERAL NOTES A. SEE DE SHEE M6.1, FOR TYPICAL HVAC TS DETAILS M6.2 AND M6.3 SABEA AR TECTURE I {( Ilft !( E SED TOR RPBYTFN 123. 012400 Q W.D)AS91iUiW02 -__ 1787400 ME FORCC ISSUE FOR PERMIT '.. 017 -26-00 REVISIONS ISSUE. DATE T a rings aM mllen tinter' oPSm�ng M an cashlute an t h e s e unpuhfdd wr4 o 1M Sabc CotFOm6un and the some d co ntl Ult M or dcbeed without Ne widen conceal t of 1, fA� y �.POmfi _. 11E0. CIS, OF SEP 2 E PEwA1r EXODUS „tnarwitlost RECEIVER DRAWING TITLE AIR SYSTEMS INC MECHANICAL HVAC PLAN .,. ROOF LEVEL - PHASE I PROGRESS DATE. 6/8/00 ELL I:\ 2000CADD \200154EX0- SEA3 \154M241 PLOT: PROJECT NUMBER: 200154 DRAWN BY. I W. NELSON CHECKED BY: R. MAHDAVI APPROVED BY: W. HURLEY 2ND FLOOR ELEV. +20' -0" 1ST FLOOR ELEV. +0' -0" -0 2' -1" DUCT THRU WALL PENETRATIONS 0 1 VIEW @ GRID E - LOOKING EAST Stale : 3/32 =1 0 0 -0" 9' -3 11' -0 / 1•,_10 " ST" UCTURAL CONCRETE SHEAR. WALL, SEE STRUCTURAL 10' -0" " 14' -11" w 10 -0" 9' -2 TYPICAL RETURN DUCT WALL OPENINGS WITH FIRE /SMOKE' DAMPER DUCT THRU' WALL PENETRATIONS ELEV. VIEW @ GRID 13 - LOOKING NORTH STRUCTURAL CONCRET BLOCK WALL, SEE. STRUCTURAL 2ND FLOOR ELEV. +20' -0" 1 1 111 1 o" STRUCTURAL CONCRETO M' BLOCK WALL, SEE STRUCTURAL 1ST 'FLOOR ELEV_ +0' STRUCTURAL CON FETE. j SHEAR WALL,' SEE STRUCTURAL. 2ND FLOOR D " FLOOR STRUCTURAL CONCRETE SHEAR WALL, SEE STRUCTURAL I 1ST FLOOR 'ELEV. ' 4-0 . -0 ELEV. +14' -0 " ELEV_ +0' -0 REVISIONS 691® FOR CO SIR1C10.111 07-2100 65l6D FOR Tl PHO.YT -PH 2'.07 -2.0 6SUED FOR IL P83IT -PH 1 0626-00 ISSUE DATE NI Mori, and eaten material...mig her. consaute the original a.' unpudrsM1ed work of the Sabey Comombon and the same may not be duskotM, used a dzJOS without the written ooncent of the Sobey Corporation_ ± 6991 FCRTUPBYF4I3 08 -7400 . 7' -0" BOD 14' -0" BOD 10' -0 " 2' - 5 1 -0" 3' -11" 7 T 4 -1 STRUCTURAL CONCRETE SHEAR WALL; SEE STRUCTURAL I STRUCTURAL' IONCRETE' BLOCK WAL, SEE STRUCTURAL. O STRUCTURAL CONTRETEI SHEAR WALL, SEE STRUCTURAL .' _0" TYPICAL RETURN DUCT 1' -7" WALL OPENING WITH '- lD'- D "T11' -62 FIRE /SMOKE DAMPER DUCT THRU WALL PENETRATIONS 31 -ELEV. VIEW @ GRID L - LOOKING EAST Stale 3/32 =t' -0' DUCT THRU WALL PENETRATIONS ® ELEV.' VIEW @ GRID 7 - LOOKING NORTH stale. 3/32 t' -0' 17' (1� 6 S' - 2' 2 ELEV. +20' -0" FOR INFORMATION ONLY WALL OPENING IS FOR YOUR INFORMATION ONLY COORDINATE ALL OPENINGS WITH STRUCTURAL ENGINEER. OPENINGS. INDICATE NET DUCT SIZ CONTRACTOR TO DETERMINE ACTUAL SIZES - REAUITE TO ALLOW. INSULATION AND CLEARANCES NEC I SART. CONTRACTOR TO ALSO CONFIRM LOCATION, HI GHT, AND P 17 210 S4I3 ARCHITECTURE 47 EAST MUM Raw SATE 300 409-46 -0300 MGM. 04111 RV 4117F4. 12t1 g , 6 .4111 4RE A FA qs- 789 -Fnm - aeFr F�a�fG; UYATpCA 9!101. FA)USS- 78810 65L ®TQtTIFEYT -11123 084940 Ot EASaUfir1I2 -PHI WSW SEP 211 2S EX ODUS" IMMIMMMM SFP II 7 ?ITT DRAWING TITLE: A.1 R S 001EMSTAL MECHANICAL SECTIONS , PROGRESS DATE 04/18/W 2000CAOD \200154G(0- sEA3 \154A131 PLOT: PROJECT NUMBER:.154 DRAWN BY: W. .NELSON CHECKED BY: R MAHDAVI APPROVED BY: W. HURLEY '.. M3 PROVIDE 20 "0 SST. DUCT SLEEVE, 16 GAUGE (GALV) THRU EXHAUST LOUVER AND WALL — IV SOUND ATTENUATOR (BY GEN. MANUFACTURER) T -BAR CEILING +53 -6" T -BAR CEILING ( +33 -6") DATA CENTER CAGES (TYP) 30" HIGH RAISED FLOOR ( +22 -6 ") OUNT EXHAUST FAN 0 FACE OF PLENUM 16 SST. EXHAUST HEADER HUMIDIFIER (TYP) 4. 3RD FLOOR SA DUCT SHAFT (BEHIND), LOCATE 2ND & 3RD FLOOR SA SHAFT. ZONE CONTROL DAMPER ABOVE ROOF 2ND FLOOR SA DUCT SHAFT SEE DETAIL 10/M6,3 (TYP) 2ND FLOOR SA DUET SHAFT SEE DETAIL 10 /M&'.3 I 72x96 SA OPENING (TYP) I 120x56x110 HUMIDIFIER (TYP)... 72262 SA DISCHARGE DUCT I,. CONNECT TO HUMIDIFIER (TYP), MANUFACTURER PROVIDED. AC UNIT ROOF CURBS LEVELING CURB (TYP) DATA CENTER CAGES (TAP) ROOFTOP PACKAGE UNIT (TYP) BAR CEILING' +53 -6 RAISED: (FL ( +42 -6:")' r f !1 J r !63RD FLOOR ,( +401 -0") T -BAR CEIUNG +33 " -6 HUMIDIFIER (TYP) 30" HIGH RAISED FLOOR ( +22',6 LOCATE 2ND & 3RD FLOOR 3A SHAFT ZONE CONTROL DAMPER ABOVE ROOF FULL HEIGHT GYPBOARD WALL ∎. 2ND FLOOR 4A DUCT SHAFT PARTIAL SECTION — LOOKING NORTH DRAWING■ NUMBER ST FAST BROW, ROW SLIDE Sao •011- 433-1206 CAI MAGR acre sa- "IDS-a 15rs. 120 ifamso ER[ STEIL SLIDE ns. 415- 793-6003 900 FRANOSC4 0149701flt 54104 EArsi5-793-0040 DRAWING TITLE: AIR SYSTEMS IV.: MECHANICAL SECTIONS PROGRESS DATE: FILE;. I: \2000CADD \200154EXD- SEAS \154M32 PLOT: PROJECT NUMBER ' 200154 DRAWN BY: W.NEISON _CHECKED BY 1 R_ APPROVED.,. W HURLEY N MANUFACTURER PROVIDED AC UNIT ROOF CURBS • LEVELING CURB (TYP) �! SST. EXHAUST _ N 72x96 SA OPENING (TIP) 120x56x110 HUMIDIFIER (TYP) 72x62 SA DISCHARGE DUCT CONNECT TO HUMIDIFIER (TYP) I I I NJ LFC09R._Z20 ° ) I Z ROOFTOP PACKAGE UNIT (TYP) TP CONNECT HYSPAN SERIES #2500 SST.. FLEXIBLE CONNECTOR TO GENERATOR RADIATOR HOUSING. 'ATTACH' FLEX TO DUCT. PLENUM. (TYP) CONNECT'. GALVANIZED , SHEETMETAL'EXHAUST. DUCT FROM: FLEX CONNECTOR AND BACKDRAFT DAMPER: TO ATTENUATOR. 11 i" -A,1= II 1! I, 1 1I ENGINE EXHAUST SILENCER (BI GEN_ MANUFACTURER) IL CONNECT B" SST. HYSPAN SERIES JI2502 FLEXIBLE. CONNECTOR TO AERATOR EXHAUST NOZZLE. KTrp OF 2 PER ENGINE) ERGENCY GENERATOR 1ST FLOOR ( +0 " -O ") c4i O PARTIAL SECTION — LOOKING NORTH H) RECEIVED OFF n7.7111 SiBEY ARCHITECTURE 159® FOR IIP6tEFFHt23 09-29A0 651BSASBLLIETNRAW7 Mat0 6SEFOR PEWIT-HIT 0844 -00 NNAN 1FR71 BB -1500 ®®WR C@&IB_!RXY RI 0145.^,9 MED FORD. PBMIT4H2 O! -2G00 ISSUED FOR IL PERMIT -PHI 06-26 -013 ISSUE DA Al drawings and written mate. appeadn4 herein 41u. the ong. and unpuhfished ark of to Sate,. Corpora. and the same may not be aupr ted. used or efisk®t without the written content of the Sohey Comoro., ' City -OF n ^' <5EP 271 EX ODUS`,E " RECEIVED T AIR TUNNEL 34x30 RA TYPICAL ECONOMIZER EXHAUST FAN O PARTIAL SECTION LOOKING NORTH -- CONCRETE BLOCK 12" THICK CONCRETE - WALL (TYP) SHEAR WALL 30° HIGH , RAISED FLOOR ( +22' - 6 ° ) 2ND FLOOR ( +20' - 0 ° ).j 1ST FLOOR ( +0 " -0 18x20 SA LOOKING NORTH -2ND FLOOR SA DUCT SHAFT 22x36 SA SUPS MODULE (TYP) 36x22 SA 30x44 SA DATA CENTER CAGES (TYP) 3RD FLOOR ( +40' 0") ''. 30 HIGH RAISED. FLOOR ( +22' -6 2ND FLOOR ( +20' -0") 42x50 SA 36x36 INTAKE LOUVER EE DETAIL 10/M6.3 (TYP) SEE PLAN FOR PANEL (TYP) TYPICAL DISTRIBUTION PANEL ® PENTHOUSE - PARTIAL SECTION 5vc t/2 ,• - ROOF SHED, SEE ARCH_ DWG'S FOR DETAILS 0 smE we- c+�aioo. .SUE DATE HOP PANEL (NP) O PARTIAL SECTION I - 96x44 RA T T ICI CEILING ( +33 -6") SABEY ARCHITECTURE _139 YUn6gFRT SHEET_ SUITE 715. 41.5- 0, SOX F&Y OSCO CMFORWA %ICC FAE415- 788 -611I0 MUM FORT1PERIE.1123 0.9-00 Q SSUe, PS SAlEDN 12FHt 067900 MEDFCRT1PBYF-PH 3 0814413 1551® AS BLl1ETN14HI1 0.000 FOR PERMIT -PH 2 0T -2609 SSE. FOR T1 PERMT-PH 1 0626 -00 REVISIONS M drawings and 'ratan material appemeg herein caeblute D� a� uPE6M1d.waxa ene nE uK scone may rot be Budeated, used ar diaclomd' without Ne wntten content of the SabeY: Corporalam. OF $EP 2 0 206' cea y E xx oDU HNT- Y �® RECEIVED SEP 0 72000 DRAWING TITLE: n TH SYSTEMS INC MECHANICAL SECTIONS 1ST FLOOR O") PARTIAL SECTION LOOKING NORTH PROGRESS DATE: 04/18/00 FILE I: \YOOOCADD \200154IX0- SEAS \154M33 PLOT: PROJECT NUMBER: 200154 RAWN' BY: W: NELSON CHECKED BV: R. MAHON' APPROVED BY:' W. HURLEY 1 i Z i 0 I II I; I � I ECONOMISER /SMOKE EXHAUST FAN, il! SEE PLAN FOR LOCATIONS i• MANUFAC7ERER PROVIDED EXHAUST FAN ROOF CURB I� MOUNT CONTROL DAMPER INSIDE ° PROVIDC •T8I- x a • R,-- P.000SS LEVELING CURB IFir ACTDATOR_ `I 1 1 Rn6F 111 M � I G, 11' 11j1 I 1 I 1? I FSDs Ni sl II I II ' I II � N (4)33 ° hx6ew FSD EACH SID : OF SHAFT ''.1 I!i — I/I T -BAR CEILING I it i i �� I i. ! II 84X72 EXHAUST SHAFT. SEE 111 1 I ARCH. DWG'S. FOR DETAILS I i 11 11' 33 I II II !I I j ' it I 1 1 RAISED FLOOR (+42' -6-) 1 (1 T AIR TUNNEL 34x30 RA TYPICAL ECONOMIZER EXHAUST FAN O PARTIAL SECTION LOOKING NORTH -- CONCRETE BLOCK 12" THICK CONCRETE - WALL (TYP) SHEAR WALL 30° HIGH , RAISED FLOOR ( +22' - 6 ° ) 2ND FLOOR ( +20' - 0 ° ).j 1ST FLOOR ( +0 " -0 18x20 SA LOOKING NORTH -2ND FLOOR SA DUCT SHAFT 22x36 SA SUPS MODULE (TYP) 36x22 SA 30x44 SA DATA CENTER CAGES (TYP) 3RD FLOOR ( +40' 0") ''. 30 HIGH RAISED. FLOOR ( +22' -6 2ND FLOOR ( +20' -0") 42x50 SA 36x36 INTAKE LOUVER EE DETAIL 10/M6.3 (TYP) SEE PLAN FOR PANEL (TYP) TYPICAL DISTRIBUTION PANEL ® PENTHOUSE - PARTIAL SECTION 5vc t/2 ,• - ROOF SHED, SEE ARCH_ DWG'S FOR DETAILS 0 smE we- c+�aioo. .SUE DATE HOP PANEL (NP) O PARTIAL SECTION I - 96x44 RA T T ICI CEILING ( +33 -6") SABEY ARCHITECTURE _139 YUn6gFRT SHEET_ SUITE 715. 41.5- 0, SOX F&Y OSCO CMFORWA %ICC FAE415- 788 -611I0 MUM FORT1PERIE.1123 0.9-00 Q SSUe, PS SAlEDN 12FHt 067900 MEDFCRT1PBYF-PH 3 0814413 1551® AS BLl1ETN14HI1 0.000 FOR PERMIT -PH 2 0T -2609 SSE. FOR T1 PERMT-PH 1 0626 -00 REVISIONS M drawings and 'ratan material appemeg herein caeblute D� a� uPE6M1d.waxa ene nE uK scone may rot be Budeated, used ar diaclomd' without Ne wntten content of the SabeY: Corporalam. OF $EP 2 0 206' cea y E xx oDU HNT- Y �® RECEIVED SEP 0 72000 DRAWING TITLE: n TH SYSTEMS INC MECHANICAL SECTIONS 1ST FLOOR O") PARTIAL SECTION LOOKING NORTH PROGRESS DATE: 04/18/00 FILE I: \YOOOCADD \200154IX0- SEAS \154M33 PLOT: PROJECT NUMBER: 200154 RAWN' BY: W: NELSON CHECKED BV: R. MAHON' APPROVED BY:' W. HURLEY T —BAR CEILING +33' -6 +33' -6" 36,020 RA mil 46x96. RA 111 10, "SA LUNCH.. ROOM 96x44 RA O PARTIAL SECTION — LOOKING WEST 2x60. SA 60x72 SA 10 "SA RESTROOM 44696 RA 144x60 72x60 78x68 SA �(TYP- 108x96. SA, SPLIT INTO 84x96 SA AND 24x96 72x50 54x42 CONCRETE EQUIPMENT PLATFORM (TOC +24' -2 LOW- POINT) 1ST F O•R +0 °- DRAWING- NUMBER: DRAWN BY: W. NELSON 1ST FLOOR. +0 -0 CHECKED BY: R MAHLIAIA APPROVED BY: W. HURLE FILE: I: \20000RDO \200154EX0— SEA3 \154M33 PLOT: PROJECT NUMBER: 200.59 RO RIES) T —BAR CEILING ( +53' -6 ") 30" HIGH RAISED FLOOR +42' -6 3RD FLOOR ( +40' -0" 30" HIGH RAISED FLOOR ( ±22' -6 2ND FLOOR (±20' -0 ") 1ST FLOOR +0 " -0 T —BAR CEILING ( +53' -6 ") 50" HIGH RAISED FLOOR +-42' — SRD FLOOR ( +40' -0" - - r —BAR CEILING 96x44 RA 0" HIGH RAISED FLOOR , +22' - ND FLOOR ( +20' -0" _ 96x44 RA iT FLOOR ( +0 " -0 ") a 366120 RA AR TUNNEL CONCRETE F BLOCK WALL I) (RATED, TYP) —..--41 86 "0SA WITH 2" INSULATION MANUFACTURER PROIII ED AC UNIT ROOF CURB (TOP EACH UNIT) LEVELING CURB (TYP)) Y 86 ° 0SA WITH 2 INSULATION (.o Tw (B TYPICAL 0 6x72 SA DUCT , 120x56 HUMDIFIER F ROM86 0SA HEADER I WITH DAMPER (TYP EACH UNIT) i (TYP EACH UNIT) a , �11 TYPICAL 96x72 5A DUCT —C [ FROM HUMIDIFIER DAMPER (TYP EACH UNIT) I I 86 "0SA WITH 2' INSULATION PARTIAL SECTION — LOOKING WEST CONCRETE EQUIPMENT PLATFORM SFP 0 7 7166 (TOC +24' -2" LOW. POINT) DRAWING T IRE MECHANICAL SECTIONS EGO 0T Ty114:'IL6 A ppR:i _ OCT -2 "t- RECEIVED SEP I 07 ?non .... SABEY ARCHITECTURE L 4/ FAST 9i RJA6.51/IE.300. 106- f.W83oo . Jr". ('NIff01aA RfTf iR tl1- jt6 -TSfT i KN4 =.. �'!�^9I4.9tSQI. fiUC415 I EI FORU19111R112A 08.9 CO Le. AS BUREIM RA11 OMR ISSUED FOR T119 .R9 09-140 ISSUED AS BU 11111 11 08-11-00 MUER FOR CO SIHE00N-R11 0741-00 ISSUER FOR Tl PEFOK -PH 2 OT -2600 '.. REVISIONS ISSUE DATE AR dm.'ugs and wntten mate.I appearing herein caudate the orig. aM t666k hRd ... H t. Sane.) Corporation and f some m% not ae tlupialetl, used. or dmimed w ithout t. written Conant of the Sauey Corpotatioa. C R Y OFKW SEP 2 0 2� EXODU GE' 91714 get /.A PACKAGE AIR HANDLING UNIT SCHEDULE AIR DISTRIBUTION SCHEDULE a I ARCHITECTURE UNIT MARK MFR MODEL SUPPLY FAN EXHAUST FAN COOLING HEATING DRIVE T WEIGHT W ACCELBSRI�S MINIMUM O CFDTEA AREA SERVING INSTALLED IP REMARKS UNIT MARK MFR MODEL FACE SIZE CONN SIZE DESCRIPTION CFM FAN IN /WG SUPPLY IN/WG CFM HP SUPP BHP TMBH SENSIBLE DB WB DB � EAT EER I MBH O UTPU T TEMP. RISE ('F) EAT 'F LAT 'F AC -1 TRANE YCD150C 4178 5.0 1.5 3.63 - - - - 134.4 118.2 78.1 61.2 54.5 50.7 95' 7.34 - - - - -. 1580 975 2ND FLOOR OFFICE 1 1,2,4, & 5 Qs'" + I " -- CD1 TITUS PAS 24x24 SEE PLAN T -BAR LAY-IN, STEEL CONSTRUCTION, #26 WHITE AC -2 TRANE YCD150C 4471 5.0 1.5 4.06 137.4 125.4 78.9 61.4 55.6 5L6 95' 7.32 1580 975 3RD FLOOR OFFICE 1 1,2,4, & 5 AC -3 TRANE SXHFC6040 22,735 40 2.0 35.31 22,735 15 1.0 10.49 752 681 78.1 61"9 50.5 50.03 95' - - -. - .. - - 9920 5757 1ST FLOOR OFFICE 7 1,2,3,4,5, & 7 CD2 TITUS PAS'. 24x24 SEE PLAN SURFACE MOUNTED, STEEL. CONSTRUCTION, #26 WHITE NOTES: , 1 OTES: ® 1. PROVIDE FIELD MOUNTED WIRED SMOKE DETECTOR IN DISCHARGE AIR STREAM 6. SUPPLY DISCHARGE AND RETURN WITH ISOLATION DAMPERS SEE DIVISION 75 7. HORIZONTAL SUPPLY DISCHARGE, BOTTOM' RETURN. 30% FILTER EFFICIENCY BASED ON ASHRAE STD. 52 -76 I. 3. PROVIDE 100% OA. ECONOMIZER WITH RELIEF FAN... 4. PROVIDE 100% OA. ECONOMIZER WITH POWERED EXHAUST. 5. PROVIDE ROOF CURB. : CD3 CD3 TITUS: PAS, 20X20 SEE PLAN SURFACE MOUNTED, STEEL CONSTRUCTION, #26 WHITE CD4 TITUS . PAS : 72,02 ' SEE PLAN SURFACE MOUNTED, STEEL CONSTRUCTION, #26 WHITE RG1 TITUS PAR. 24x24 22x22 T -BAR .'LAY IN, STEEL CONSTRUTION #26 WHITE R . TITUS PAR. 24x24 22x22 SURFACE MOUNTED, STEEL CONSTRUCTION, #26 WHITE CONSOLTAMS< _ 47f az RG3. ' '. TITUS PAR 24x48 22x46 T-BAR L-IN, STEEL CONSTRUCTION,; #26 WHITE AY MAR AR TITUS 16216 SEE LA PLAN MOUNTED, CONSTRUCTION, 26 WHITE ..SURFACE OU ED STEEL # I1Eff EG2 TITUS PAR 24x24 SEE PLAN T- BAR LAY -IN, CONSTRUCTION „ #26 WHITE VENTILATION HOOD EG3 TITUS PAR 16x1.6 SEE PLAN SURFACE MOUNTED. STEEL CONSTRUCTION, #26 WHITE sM FAST BROIM ltaW RWE Sao 408 SAN : ,ISC tpnNW f c¢- c ,,,,.. m 1 - . a Tom, su- m UNIT ARK MFR MODEL CFM IN WG OPER WT LBS SERVICE INSTALLED IN THIS PHASE SEE NOTES : SR7 TITUS 272RS SEE PLAN ' STEEL CONSTRUCTION, #26 WHITE DEFLECTION, 3/4" SPACING a�.• „�- MEW nuts - two GV -1 & 3 GREENHECK FHR NONE NONE 64 ELEVATOR SHAFT 1 1,2,3,5, & 7 SR2 TITUS 250 24M12 24212 SURFACE MOUNTED, #26 WHITE, W / ) OPPOSED BLADE DAMPER (AG -15 STEEL CONTRUCTION GV -2 GREENHECK FHR NONE NONE 64 ELEVATOR SHAFT 1 1,2,3 4,5, & 6 , .SRS TITUS FSD60FA SEE PLAN SEE FLUSH' MOUNTED, STEEL CONSTRUCTION, FIRE /SMOKE DAMPER PROVIDE TITUS AEROBLADE. 272RS_. TO MOUNT IN FRONT OF FSD GRILLE SIZE DETERMINED BY. RUSKIN FSUMORS SIZING CRITERIA REFER T O RUSKIN : CATALOG OR CONRILLE SULT' RUSKIN FOR . PROUS PER T SIZPIL. GO "I" IT CONSU LT RUSKIN FOR MOUNTING RE NDA NOTES: 1, PROVIDE 5" HIGH BASE. 5. PROVIDE ALUM. MESH INSECT SCREEN OVER THROAT 2. PROVIDE GALV. BIRDSCREEN (0.5 MESH) 6. PROVIDE ROOF CURB" 3. PROVIDE GALV. STEEL HOUSING 7. PROVIDE DUCTED HOOD_ 4. NON- DUCTED HOOD �. . : _ '.. LVR1 RUSKIN BD6 SEE PLAN SEE PLAN CONSULT MANUFACTURER FOR RECOMMENDED INSTALLATION COORDINATE.WITHARCHITEC T FOR LOUVER PAINT COLOR : TEl ACUTHERM TF -HC 24x24 SEE PLAN T -BAR LAY -IN, STEEL 26 WHITE FSD RUSKIN FSD60 SEE.: PLAN SEE PLAN CONSULT RUSKIN FOR MOUNTING RECOMMENDATION EXHAUST FAN SCHEDULE MARK M MFR M MODEL D DCFMN :.. C FAN M INSWG R RPM S SPEED L LWA B BHP D DRIVE T MOTOR O OPER I I.. SERVICE :. C CONTROLS I INSTALLED SEE NOTES TYPE H HP V VOLTS /PH /HZ U USED L + 1 1.. BOLD TEXT REPRESENTS DRAWINGS CHANGES MADE FOR THIS CURRENT REVISION. MUM MRT119i1T -PN12$ 08-U9.03 02 69ED U&LLETN .2-PH 1 o6'4w 1.1. FORD. PDORf112 691B0 FOR PRi1T -PR 69EW91UIB WH1 0&400... 6981 RitID IFLUCtia1 Q73t-0U REVISIONS ISSUE DATE PY dn., a. mitten nateiA appearing Asan constitute nd n e .... and urie' .npatd work of 1te sat, Canadian a tne me A, no< x a ppaaatea dMa a d tn ddtme a cotta, went, of thesase;.ca,n,dmd. DRAWING TIRE: MECHANICAL SCHEDULES • e t . Boer., SEP 2 0 200 RECEIVED AIR SYSTEMS INC FILE I \2000CADD \200754IX0- SEP3 \154M41 PROJECT NUMBER: 200154 DRAWN. BY: W. NELSON CHECKED BY, R MAHDAVI APPROVED. DY: W HURLEY LV 4. 1: DUCTLESS CEILING MOUNTED 'CONDENSER SPLIT SYSTEM SCHEDULE CONDENSER SCHEDULE MARK EVAPORATOR LOCATION FLOOR MFG MODEL NOMINAL TONS MATCHING INDOOR CAH UNIT NO. CAPACITY COMPRESSOR '. CONDENSER FANS - ELECTRICAL '. �. EER IPLV OUTDOOR UNR, WEIGHT - INSTALLED IN THIS PHASE SEE NOTES TOT. MBH SENS MBH. QTY FLA LRA VOLT /PH QTY HP TOTAL CFM FLA VOLTS PHASE ',FLA MCA, MFS ACC -01 MAIN NOC /NODE SUPPORT ROOF COMPS -AIRE ACC -37 30 CAH -01 366 . 366 - - - - 4 .0.75 19,500. - 460 3 8.0. 8.5 , 10.0 - ACC -01 740 LBS 1' 1, 2, 3, 4 & 5 ACC -02 MAIN NOC /NODE SUPPORT ROOF COMPS -AIRE ACC -37 30 CAH -02 366 366. - - - - 4 0.75 19,500 - '460 3 8.0. 8.5 10.0 - - 740 LBS 1 1, 2, 3, 4 & 5 ACC 2 -1 SUB -NODE SUPPORT ROOF COMPU -AIRE ACC -07 6 CAH 2-1 ''776.5 76.5 - 70 70 - 57 58 1 0.75 5000. 10.0 2.0 460 3 2.0 2.5, 10.0 - - . 270 LBS 5, 1, 2, 3, 4 & 5 ACC 2 -2 SUB -NODE SUPPORT ROOF COMPS -AIRE ACC -07 6 CAH 2 -2 76.5 765 - CAA -634 - ACC 03 1 0.75 5000 - 460 3 1 2.0 2.5 10.0 - 270 LBS 3 1, 2, 3, 4 & 5 ACC 3 -1 SUB -NODE SUPPORT ROOF COMPU -AIRE ACC -07 6 CAH 3 -1 76.5 76.5 - - - - 1 0.75 5000 CAA -634 6 3 2.0 2.5 10.0 - - - 270 LBS S 1, 2, 3, 4& 5 ACC 3 -2 SUB -NODE SUPPORT ROOF COMPU -AIRE ACC -07 6 CAH 3 -2 76.5 76.5 - - - - 1 0.75 5000 - 460 3 2.0 2.5 10.0 - - 270 LBS 3 1, 2, 3, 4 & 5 ACC 3 -3 SUB -NODE SUPPORT ROOF COMPU -AIRE ACC -07 6 CAH `3 3 76.5 76.5 - - 2.0 - 1 0.75 5000 1490 460 3 2.0 2.5 10.0 - - 270 LBS 1 1, 2, 3, 4 & 5 COMPU -AIRE CAA -634 6 ACC 03 3400 1 0.5 13.5 3/12 765 63.5 -. 70 57.2 . 58 56.2 NONE - 20 = 25.2 30.7. 40A 1490 11 1, 2, 3, 4; 5, 6, DUCTLESS CEILING MOUNTED 'CONDENSER SPLIT SYSTEM SCHEDULE COMPUTER FAN - ROOM A R HANDLING COIL INFORMATION UNIT SCHEDULE SPLIT SYSTEM MOTOR 1 : CONDENSER FANS UNIT MARK INSTALLED E IN PHASE LOCATION TOT. MBH UNIT MARK MFR LOCATION FLOOR MFR MODEL NOMINAL TONS SERVED BY CONDENSER T o INSTALLED INN SI To WB OPER LBS INSTALLED IpH/iSE HP SEE NOTES T MBH L MBH CFM ,Ty IN /WG SQ RODS TOTAL MEBH GUM IN% O BHP HP Y /P /H FLA' MCA MFS' DB W6 DB HIGH CAH -01 MAIN NOC /NODE SUPPORT 2 COMPU -AIRE CAA -3034 30 ACC -01 15,400 3 0.5 29.0 4/12 366.0 305.0 - 70 57.2 57 55.8 NONE - 10.0 = 71.2 78.4 150A 2800 1 1, 2, 3, 4, 5, 6, 7 & 8 CAH -02 MAIN NOC /NODE SUPPORT 2 COMPU -AIRE CAA -3034 CAA -634 30 6 ACC -02 ACC -03 15,400 3400 3 1 0.5 U.S 29.0 13.5 4/12 3/12 366.0 76.5 305.0 63.5 - - 70 70 57.2 57.2 57 58 55.8 56.2 NONE NONE - - 10.0 2.0 = = 71.2 25.2 78.4 30.7 150A 40A 2800 1490 ® ® 1, 2, 1, 2, 3, 4, 3, 4, 5, 6, 5, 6, 7 & 7 Sc 8 8 CAR 2 -1 SUB -NODE SUPPORT 2 COMPU -AIRE CAH 2 -2 SUB -NODE SUPPORT 2 COMPU -AIRE CAA -634 6 ACC 03 3400 1 0.5. 13.5 3/1 76.5 63.5 - 70 57.2 58 55.2 NONE - 2.0 0= 25.2 30.7 40A 1490 3 = 1, 2, 3, 4, 5, 6, 7 Sc 8 CAR 3 -1 SUB -NODE SUPPORT 3 COMPU =AIRE CAA -634 6 1 ACC 03'" 3400 1 U.S 13.5 3/12 76.5 63.5 - 70 57.2 '. 58 56.2 NONE - 2.0 = 25.2 30.7 40A 1490 5 1, 2, 3, 4, 5, 5, 7 & 8 CAH 3 -2 SUB -NODE SUPPORT 3 COMPU -AIRE CAA -634 6 ACC 03 3400 1 0.5 13.5 3/121 765. 63.5 70 572 . 56.2 NONE - 2.0 = 25.21 30.7 40A 1490 1, 2, 3, 4,: 5, 6, 7 & 8 CAH 3 -3 SUB -NODE SUPPORT 3 COMPU -AIRE CAA -634 6 ACC 03 3400 1 0.5 13.5 3/12 765 63.5 -. 70 57.2 . 58 56.2 NONE - 20 = 25.2 30.7. 40A 1490 11 1, 2, 3, 4; 5, 6, 7 & 8 IIIIIIIIIIMIMII DUCTLESS CEILING MOUNTED 'CONDENSER SPLIT SYSTEM SCHEDULE DUCTLESS CEILING MOUNTED FAN :' EVAPORATOR COIL SPLIT SYSTEM SCHEDULE ELECTRICITY 1 : CONDENSER FANS UNIT MARK INSTALLED E IN PHASE LOCATION TOT. MBH FLOOR MFR MODEL NOMINAL TONS SERVED BY UNIT MARK INFORMATION To�WB ToWB OPER INSTALLED INN SI REMARKS FLA CFM HP S LEVEL(DB) T MBH L MBH V /P /B MCA MFS D8 7.4 DB 208/1/60 CAC 1 -1 SECURITY ROOM 109 1.0 1 EMI CAH -18 1.5 ACC -03 6 15 '0.1 HIGH 43.0 16.0 16.0 75 62.5 55 54.8 208/1/60 0.63 154 86 '.1 .SEE NOTES 1 & ":2 CAC 1 -2 MIS ROOM 108 7.0 1 EMI CAH 12 '1 0 ACC -04 400 0.08 HIGH '. 39.0 10.7 10.7 75 62.5 55 548 208/1/60 0.4 15A 80 '.1. SEE NOTES 1 & 2 CAC 1 -3 SECURITY EQUIP. ROOM 107 1 EMI CAH 24 2.0 ACC -05 750 0.15 HIGH ' 47.0 18.4 18.4 '75 62.5 55 54.8 208/1/60 0.75'. 15A '86 1: SEE NOTES 1 & 2 CAC 1 -4 SECURITY ROOM 144 1 EMI CAH 12 CO ACC -06 400 0.08 HIGH 39.0 11.9 11 9 75 62.5 55 54.8 208/1/60 0.4 T5A '80 '5' SEE NOTES 1 &'2 CAC 1 -5 MIS ROOM 36A 1 EMI CAH -09 0.75 ACC -06 400 0.13 HIGH 39.0 4.6 4.6 75 62.5 55 54.8 208/1/60 0.4 15A 80 1 SEE'. NOTES 1. &. 2 DUCTLESS CEILING MOUNTED 'CONDENSER SPLIT SYSTEM SCHEDULE LOCATION MFG MODEL MATCHING INDOOR CAH UNIT NO. CAPACITY COMPRESSOR : CONDENSER FANS ELECTRICAL INSTALLED E IN PHASE REMARKS TOT. MBH SENS MBH QTY RLA LRA VOLT /PH QTY HP . .TOTAL CFA FLA VOLTS PHASE FLA MCA MFS ACC -03 1ST FLOOR EMI SCC -18D CAH 1 -1 16.0 16.0 1 7.4 48.0 208/1/60 1 0125 - 1.0 208 1 18.4 10.3 15 1 SEE NOTES 1 & ACC -04 1ST FLOOR EMI SCC -12D CAH 1 -2 10.7 10.7 1 4.8 26.3 208/1/60 1 0.125 CO 208 1 5.8 7.0 15 1- SEE NOTES 1 & 2 ACC -05 1ST FLOOR EMI SCC -24D CAH 1 -3 18.4 18.4 1 9.2 60.0 208/1 /60 1 0125 CO 208 : 1 10.2 12.5 20 1 SEE NOTES 1 & 2 ACC -06 1ST FLOOR EMI MC2D9200 CAC 1 -4, 5 16.5 16.5 2 4.8 26.3 208/1 /60 1 0.125 - 1.0 208 1 138 15.4 15 1 SEE NOTES 1 & 2 NOTES: 1. PROVIDE SMOKE DETECTOR. FACTORY MOUNT IN RETURN 2. PROVIDE SEISMIC FLOOR STAND, 30" TALL. 3. PROVIDE 4" PLEATED FILTERS (60% EFFICIENT). NOTES: 1. COOLING DESIGN: 95'F' GSA. 2. PROVIDE PROPELLER FANS - DIRECT DRIVE. CONDENSATE OVERFLOW SENSOR W/ 2 SENSORS 8. FILTER GAUGE 3. PROVIDE COPPER TUBE ' ALUMINUM FIN COIL. 4. PROVIDE LOW AMBIENT OPERATION WINTER CONTROL SYSTEM NOTES: 1. PROVIDE INFRARED MICROPROCESSOR CONTROL 2. REMOVE (2) FRESH AIR KNOCKOUTS FROM CASSETTE NOTES: 1. COOLING DESIGN: 9SF OSA_ 2. PROVIDE LOW AMBIENT OPTION SABEY ARCHITECTURE I RECEIVED SEP' 07 2000 ale FOR II PE/EMI 2 ,3 SSIID ISEWEiNa -PHI SAID FOR TBFBME- H3 A SAID PS BULLER; MR 1 ISM) FOR CIAS1FL A)FPR1 SAID FOR 71PBIIIIT4R 2 .. LCSI®FOR,Il PBWIT -PRt. DE2600 REVISIONS ISSUE DATE u m mNCa eopecing cos.Ae wy no ww�nm s� m:amm I the M it. eon be lEupG yaw or p al, without the r'gen conc. of file Sot, Corporeal, c�1Y "SM. SEP 20,200 EXODU U&V REEF 1 0F8 DRAWING TITLE MECHANICAL SCHEDULES DRAWING -- NUMBER:.. PROGRESS DATE:'. 04/18/00 '.. PILE: I: \2DDUCADD \20D154EX0- SEA3 \154M42 PLOT: PROJECT NUMBER: 20015' DRAWN W, NELSON CHECKED 'BY: 1 R.'MAHDAVI '. APPROVED BY W. HURLEY AIR SYSTEMS INC M4.2 IR HANDLING UNIT SCHEDULE UNIT MARK RTU 1 -1 THRU 20 U 2 -1 THRU 20 RTU 3 -1 THRU 20 RTU 4 -1 THRU 20 RTU 5 -1 THRU 20 AC -04 THRU 09 MFGR IRA E TRANE TRANE TRANE TRANE TRANE MODEL SXHGD134 SXHCD134 SXHGD134 SXHGDi34 SXHGD134 SXHGD134 SIZE (II WxL) 82x141'424 82x1412424 82'141x424 82'141x424 82x141'424 82'141x424 SUPPLY FAN: 46.8 40 SEE NOTES CFM (DESIGN) 44,800 44,800 44,800 44,800 44,800 40,000 CFM (INITIAL) 44,800 44.800 44,800 44,800 44,800 40,000 MIN. OA. CFM 580 261.5 261.5 261.5 261.5 720 ESP (IN WC) 1.5 1.5 1.5 1.5 1.5 3.0 TSP (IN WC) 2.7 2.7 2.7 2.7 2.7 4.2 WHEEL TYPE FC EC FC FC FC FC CLASS II II II II - II II WHEEL SIZE (2)27 - (2)27 (2)27 (2)27" (2)27" (2)27" PLENUM OUTLET VELOCITY (FPM) 1442 1442 1442 1442 1442 1290 RPM 825 825 825 825 825 885 DRIVES FIXED FIXED FIXED FIXED FIXED FIXED BHP 59.25 59.25 59.25 59.25 59.25 59.07 MOTOR HP (2)30 (2)30 (2)30 (2)30 (2)30 (2)30 MOTOR VOLTAGE/1YPE 460/3/60 ODP 460/3/60 ODP 460/3/60 ODP 460/3/60 ODP 460/3/60 ODP 460/3/60 ODP MOTOR EFFICIENCY 92.4% 92.4% 92.4% 92.4% 92.4% 92.4% NOISE CRITERIA FAN OUTLET LWA RA INLET: LWA CASING RADIATION: LWA COOUNG COIL COIL CFM 44,800 44,800 44,800 44 , 800 44,800 40,000 FACE VELOCITY (MAX. FPM) 755 755 755 755 755 676 AREA (MINIMUM SO FT) 59.3 59.3 59.3 59.3 59.3 59.3 ROWS /FPF 5/144 5/144 5/144 5/144 5/144 6/128 EAT (DB) 74.5 74.5 74.5 74.5 74.5 : EAT (WB) 61.0 61.0 61.0 61.0 61.0 61.0 LAT (DB) 49.6 49.6 49.6 49.6 49.6 47.98 LAT (WB) 49.1 49.1 49.1 49.1 49.1 47.77 Ma (IN WC) 0.83 0.83 0.83 0.83 0.83 0.83 MBH TOTAL 1 1,460 1,460 1,460 1,460 1,433 MBH SENSIBLE 1 1,212 1,212 1,212 1,212 1,151 HEATING COIL NONE NONE NONE NONE NONE NONE ALTERS: PREFILTERS 30% PLEAT 30% PLEAT 30% PLEAT 30% PLEAT 30% PLEAT 30% PLEAT MAX_ CLEAN PRESS. DROP (WG) 0.26 0.26 0.26 0.26 0.26 0.26 INTERMEDIATE 65% CARTRIDGE 65% CARTRIDGE 65% CARTRIDGE 65% CARTRIDGE 65% CARTRIDGE 65% CARTRIDGE MAX_ CLEAN PRESS. DROP (WG) 0.30 0.30 0.30 0.30 0.30 0.30 HUMIDIFIER SECTION DUCT MOUNTED DUCT MOUNTED DUCT MOUNTED DUCT MOUNTED DUCT MOUNTED NO HUMIDIFIER TYPE SPEC AIR SPEC AIR SPEC AIR SPEC AIR SPEC AIR NONE INTERNAL LINER (SOLID /PERF /NONE) SOLID SOLID SOLID SOLID SOLID SOLID AIR FLOW MONITORS: YES YES YES YES YES YES MAGNEHEUC GAUGE AT EACH ALTER YES YES YES YES YES YES RA INLET LOCATION I BOTTOM BOTTOM BOTTOM BOTTOM BOTTOM BACK SA DISCHARGE LOCAT:JN SIDE SIDE SIDE SIDE SIDE SIDE VARIABLE FREQUENCY DRIVE YES YES YES YES YES YES ROOF CURB YES YES YES YES YES YES INDOOR /OUTDOOR OUTDOOR OUTDOOR OUTDOOR OUTDOOR OUTDOOR OUTDOOR BASE UNIT INTERNAL LINER DOUBLE WALL DOUBLE WALL DOUBLE WALL DOUBLE WALL DOUBLE WALL DOUBLE WALL COIL & MOTOR HAND OPTG. WEIGHT (LBS_): 16,000 16,000 16,000 .16 ,000 16,000 16,000 AREA SERVED: DATA CENTER DATA CENTER DATA CENTER DATA CENTER DATA CENTER UPS ROOMS MCA /MOP 337.6/369 337.6/369 337.6/369 337.6/369 337.6/368 337.6/369 CONSTRUCTION PHASE PHASE 1 PHASE 2 PHASE 3 PHASE 4 PHASE 5 SEE NOTE 1 NOTES_ 1. UNIT AC -7 INSTALLED IN PHASE 1, UNIT AC -4 INSTALLED IN PHASE 2, UNIT AC -6 & 9 INSTALLED IN PHASE 3, AND UNIT AC -5 & 8 INSTALLED IN PHASE 4 A M ) /3 i HUMIDIFIER SCHEDULE UNIT MARK KIT MODEL MANIFOLD SIZE (WxHxD) FACE AREA (SO. FT.) AIRFLOW (CFM) VELOCITY (FPM) MEDIA EFF. ..- ENTERING AIR CONDITION LEAVING AIR CONDITION REMARKS D8 'F WB 'F GRAINS DB 'F WB 'F GRAINS SEE AHU SCHEDULE FOR UNIT TAG NO. SPEC AIR CUSTOM 120'110x58 85 44,800 527 79 49.57 49.11 53 51 46.8 40 SEE NOTES NOTES: 1. MINMIMUM REQUIRED EFFECTIVENESS IS 75% 2. PROVIDE 8" GLACIERCOR STANDARD EFFICIENCY MEDIA 3. PRESSURE DROP 0.19 ,,WG. 4. STAINLESS STEEL CASING AND DRAIN PAN 5. INTERNAL SUMP WITH PUMP, FLOAT VALVE, BLEED VALVE, AND PIPING. 6. MAKEUP WATER AND BLEED CONNECTION THROUGH SIDE OF UNIT. 7. LOCATE ELECTRICAL PANEL ON SIDE OF HUMIDIFIER, ACCESSABLE PER ELEC. CODE. 8. HUMIDIFIER W /SS CASING & DRAIN PAN, COPER DIST, PIPING, BAL. VALVE, EDGE COATING ON MEDIA, OVERFLOW, DRAIN 7 BLEED, CURB TO MATCH ACU. LOW WATER CUTOFF, GFI, RUN LIGHT, HOA SWITCH, FACTORY WIRED, HOSE BIBB, WATER PROOF INSULATION. VAV VAV 1 -18 VAV 1 -19 DESV DESV DESV VAV 1 -33 DESV VAV 1 -34 DESV SIZE UNIT INLET OUTLET 08 08 12x10 06 08 06 08 12x8 12x10 04 04 12x8 06 06 S NC LEVELS RAD. DISCH. FAN CFM ESP HP ® ®■■�� 0.3 208/100 m--_•-=11111=- 20 120 1.0 240 0.6 90 0.9 1293 3.0 240 2.0 300 2.0 400 2.0 151 2.0 11111 1•11MIMMMIMOM MIN= 11111111M VAV 1 -20 VAV 1 -21 PVAV 1 -22 FPVAV 1 -23 VAV 1 -24A VAV 1 -24B VAV 1 -24C VAV 1 -25 VAV 1 -26 VAV 1 -27 VAV 1 -28A VAV 1 -28B VAV 1 -28C VAV 1-29 VAV 1 -30 VAV 1 -31 VAV 1 -35 VAV -36 VAV 1 -37 FPVAV 2 -2 FPVAV 2 -4 FPVAV 2 - 7 FPVAV 2 -9 FPVAV 2 -10 VAV 2 -12 VAV 2 -13 VAV 2 -14 FPVAV 2 - 20 VAV 2 -21 FPVAV 3 -4 FPVAV 3 - FPVAV 3 -6 -VAV -3 7 FPVAV 3 -10 FPVAV VAV 3 -12 VAV 3 -13 VAV 3 -14 FPVAV 3 - 20 VAV 3 -21 VAV 2 -15 VAV 3 -15 DESV DESV DTFC DTFC DESV DESV DESV DEW DESV DEW DESV DESV DESV DESV DESV DESV VAV 1 -32 DESV DESV DESV DESV DTFC DTFC DTFC DTFC DTFC DESV DESV DESV DTFC DESV FPVAV 3 -2 DTFC DTFC DTFC DTFC DCSV DTFC DTFC DESV DES/ DESV DESV DESV DESV DESV 06 06 04 03 03 04 10 08 ON 16 02 04 04 , 12,8 03 08 9X1 03 08 04 04 02 06 14 14 20x18 2432 14 14 14 20x18 2736 0 10 06 12 10 08 08 06 0 06 08 08 04 04 06 06 08 08 06 16 16 12 10 08 1 08 6 13X12 02 06 7X11 OS D8 12x10 12x8 104 12x8 104 9X 1201 12x10 14x13 12x10 13x12 7X11 9X11 4 20x18 2432 14x13 14x13 12x8 6x15 14x13 12x10 12x10 12x8 12014 12X14 3012 2353 2340 1293 809 9X11 608 916 2x10 807 10 10 14x13 902 MAX IN INLET 511 44 1.00 386 77 1.00 688 159 1.00 327 2040 1422 1276 006 338 474 CFM STATIC PRESSURE 110 00 30 1.00 30 1.00 188 1.00 00 524 1.00 524 1.00 524 1.00 234 1.00 185 1.00 96 1.00 325 00 1072 294 1.00 670 294 1.00 786 48 1.00 459 29 1.00 08 08 12x10 732 80 1.00 06 06 12x8 302 158 1.00 08 08 12x70 670 240 1.00 06 06 12x8 295 90 1.00 706 0.2 702 0.2 393 0.2 243 0.2 182 0.2 715 240 1.00 300 1.00 690 400 1.00 02 06 7X11 414 124 0.2 2408 702 0.2 409 60 0.2 7 "0 C.50 473 I 142 0.2 760 1 151 1.00 300 1.00 300 1.00 DOWN 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 06 12x8 I 248 90 1.00 0.25 06 12x8 409 180 1. 0.25 04 04 12x8 269 120 1.00 0.25 0.25 0.25 0.15 0.15 0.15 0.15 0.15 0.25 0.25 0.25 0.15 08 08 12x10 727 151 1.00 025 06 16 12514 2353 706 02 0.15 56 16 12514 2340 702 0.2 0.15 0.15 0.15 0.12 626 188 0.2 0.15 676 203 0.2 0.15 08 08 12x10 746 240 1.00 0.25 0 10 14213 956 300 1.00 0.25 08 08 12x10 690 I 121 1.00 0 0.15 0.25 0.25 0.25 MIN 0.08 0.16 0.15 0.04 0.01 0.01 0.12 0.08 0.23 0.23 0.23 0.58 0.36 0.13 0.14 0 0.14 0.20 0.23 27 0.15 23 0.10 2 22 29 22 27 31 22 24 0.07 HHR • 111111 MEI A 0.18 780 0.8 65 0.08 18 0.14 22 0.10 20 0 . 0.11 0. 0.13 0.16 0.16 0.11 0.11 0.1 0.17 C - 03 0.17 30 0.19 3 0.16 23 0.10 28 0.15 23 0.22 0.17 23 0.21 25 0.29 27 49 31 42 20 42 20 42 20 33 17 5 17 12 14 10 28 46 28 36 28 31 23 29 22 23 10 0.10 28 14 0.15 23 10 0.17 30 18 0.17 23 10 46 46 0 327 0.25 2040 0.25 2353 2340 129 809 608 414 0.1 0.7 CFM KW VOLTS /PH. STEPS EAT LAT 327 234 185 96 158 1.8 208/1 3.2 2.5 0.5 0 ELECTRIC HEAT COIL 208/1 208/1 208/1 208/ 208/ 208/1 208/1 208/1 208/1 208/1 208/1 208/1 52 52 52 52 52 52 55 55 55 95 96 68 82 68 82 81 76 71 INSTALLED IN THIS CONSTR. PHASE 2 2 5 3 2 2 2 2 2 2 2 2 2 2 2 2 SINGLE DUCT TERMINAL UNIT SCHEDULE NOTES: 1. ROOM NC LEVEL SHOWN INCLUDES ATTENUATION TRANSFER FUNCTIONS OBTAINED FROM TABLES IN ARI STANDARD 885 -90_ 2. SOUND DATA SHALL BE OBTAINED FROM TESTS CONDUCTED IN ACCORDANCE WITH ARI STANDARD 880 -94. 3. SELECTIONS BASED UPON TITUS AS MANUFACTURER. 4. DIMENSIONS ARE FOR BASE PRODUCT ONLY. CHECK SUBMITTAL DRAWINGS FOR EXACT DIMENSIONS. RECEIVED SEP 07 2000 REVISIONS ISSUE DATE DRAWING DILE: MECHANICAL SCHEDULES SBEY ARCHITECTURE i�T YMICfilHR1 SflitiF 991E Tt£ 1r�e -fi0� :--« "..:'�1A 94t9L FAtaIS- T9H -6W6 ISM FOR TUOII0N92$ 09-2900 S9[D FORUM/Mt2$ 08-2400 LN R5481AS BWEIN 92-PH1 042400 MED FCRUPB01FPH3 00'1.0 A BRED AS EUIEIR#WR1 OB4500 MED FOR CO SIRUCI1C.Rl1 073500 ISSUED FOR T1 PERMIT -PH 2 07-2.0 MUM FOR T1 PERMIT -PH 1 0.2G00 All dmin9s and mat. materiel appearing herein instal. and the same may wt dupkated. us. or Saabs. without the Britten content of Ne Salley Cor?oraFAn_ ............, c11Y 6P"r. SEP 2 0 t i1C PROW 001, EXODUS ntergegaeast Imismimpipm SEP 0 7 7nn0 DRAWING NUMBER: ivi4 PROGRESS DATE: 04/18/00 FILE I: \2000CADD \200154EX0- SEA3 \154M43 PLOT: PROJECT NUMBER: 200154 DRAWN BY: W. NELSON CHECKED BY: R. MAHDAVI APPROVED BY: W. 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Z Z ZLZZ ,6 N N N Z Z OZZZ Z Z 6177 Z 91ZZ Z 2777 Z ZZZZ Z Z IZZZ M M M M 1 N N N £ Z 40£Z £ Z £0£Z £ Z Z0£Z £ Z LOFZ M M M N N N F Z LO£Z F Z 90£7 £ Z SO£Z M M M N N N £ Ol£Z £ Z 60£7 £ Z 80£7 M M N N N �� N a,�6 NN NN -£ - -- - __ - Z { 9l£Z £ Z S1£Z £ Z 4I2Z J £ Z Fl£Z £ Z 1.£7 1_ £ Z LL£Z N �� ry N N N N £ Z £Z£Z £ Z 1 2017 ZOLZ LOLZ 901Z SOLI 00 0- N N ^ Ma,l6nmm N N N N N N N N N LZIZ OZLZ ZOZZ LOZZ SOZZ 4077 £0ZZ i V W v1 6p S S p0 O ^ P � N r1 O O O 8 CM 1 61ECFM ! 2 14: CD3 1 381 CFM N x50 SA D 13' -1" 54x42 SA BOO 12 -6 54x42 5A RISER UP THRU CONCRETE ROOF (ROD 12' -6") tr- 2 14". CD3 41' 1_ CFM PROVIDE 96x48 RA /FSD ' WITII ; 1/2;,1- ^� ^AL-V D BIRDSCREERUOVER OPENING BOD112 "GAFF (TYP OF 4) 1 DE f FULL HEIGHT WPLL, SEE wH_ 72x50 SA; -c , 1 I II— q 3 RISER UPt> -- - - -t -- - TT4RU CONCRETE ROOF ' . I s T , D . 6 I ' �i (Boo 1 V 0 °) T i k44x60.SA RISER j SPLIT INTO (2);72x60,/ Q ? _ 90 ELBOWS WITH IL\,_ TURNING. VANES STOP 84x64 RA DUCT F RISER 12" BELOW � f�i y i3' II irnnc nECI 8 6 ) 7-8T 4 7 /R' I V A END I II II PRO}IIOE 1/2 "x7/2" GAO. MESH' BIRDSCREENFIAT hj DUCE_ OPENINGS (T'P) BOO41YO' -4" G 1 III 1231 CFM VAV 1 -21 160 SA TRANSITION 84 11 0 TO 132x60. PROVIDE FLEX CONNECTION AT FAN 16 "0 RA 16" CD2 511 CFM END FSD 23'-4° za' -a 8" CD1 T 134 CFM _ n 24 "0SA 80D 14 "- !(TYP 14 "0 !SA L BOD ;1V -6" H INSTALL EXHAUST FAN FROM STEEL ABOVE. 01 PROVIDE HANGER RODS _ AND SEISMIC BRACING_ TRANSITION! 96x44 TO VIBRATION! 15OLATORS 72 "0. PROVIDE FLEX PROVIDED. BY FAN _ CONNECTION AT FAN MANUFACTUFFER (F'P BOTHI SIDES) © PARTIAL PLAN - RESTROOM /LUNCH - 1ST FLOOR PHASE 1 Sc. 1/8 - 1' -0 SHEET NOTES: PROVIDE CEILING MOUNTED AC -06 A UNIT. ROUTE 1 /4 " -RL PIPING AND 1 /2 " -HG PIPING A EXH. FAN MOUNTING TIP 84x64 THRU C TO ROC I (TYP OF 34' -3 3 - Os � 51-10 I I R OUTE 22x22 GLEN SHAFT �1T'yNT UCT FROM ROOF VENT ABOV I IIDOWN THRU OONCRETE FLOOR, II ISTOP 6" BELQW ROOF DECK,! ; '"SEE 4/M6.1 I 1 i' 1 c� _ 1111111111 MOMMIINfigrd AREA I MCD -1C I I' -4F I 1 I FAD A50\ Y /1 EXH. FAN MOUNTING (TYP.) C' J 1, LJ 24l r, LJ 0 lJ r, LJ \J O PARTIAL PLAN - ROOF LEVEL SHOP PENTHOUSE M ao0p- 1 3 g RECEIVED SEP 07 2000 S4BEY ARCHITECTURE 4T FIST BROKAW ROAD SUITE CONSULT -. .0 120 UONI6OM]tY S'161TT SUfE T1S st5- 788 -60Xr SOO. FAT.15- 781,68fO BSIE0 FOR Tt 'UMW t23 03.2303 Q SAS mum gal1 08 -2&00 A ES. IS SULLEN Mill 00-1uE SEW) FOR CCHSIR 21p 4 H I D7J1-00 ISSUE FOR PRRMT 00 -26.00 REVISIONS ISSUE DATE the or and ...shed norkwekof e w nd FM some may not be doormat.. used or dsci.. 'lhout the written content of the Schey Corporation • N n crr, ee SEP 2 0 ?Of pEpkU1 GENT= EXODUS DRAWING TITLE: nterg, e. RECEIVED SEP 0T ° ^ ^` MECHANICAL PARTIAL PLANS AIR SYSTEMS 1 PROGRESS DATE: 04/18/00 FILE: I: \2000CADD \200154EX0- SEAS \154M5.1 PLOT: PRCdECT NUMBER: 200154 DRAWN BY: W. NELSON CHECKED BY: R. MAHDAW APPROVED BY: W. HURLEY DRAWING NUMBER: M51 HANGER STRAP SECURE TO STRUCTURE AS REQ'D LOCATE WITHIN 2 FT. OF DIFFUSER CENTERLINE. FLEX DUCT, SEE PLAN FOR SIZE PROVIDE SMOOTH RADIUS CONNECTION, PROPERLY SUPPORT FLEX DUCT FOR SMOOTH AIR FLOW TO DIFFUSER PROVIDE 2 ANGLE CLIPS ON OPPOSITE SIDES OF DIFFUSER SCREW TO T -BAR J � SHARP ACCETAB LE DUCT 1.5x DIAMETER LAY -IN T -BAR CEILING DIFFUSER O CEILING DIFFUSER CONNECTION Scale: NONE SECURE DUCT TO FLANGE WITH DRAWBAND AND SHEETMETAL SCREWS DIFFUSER CAN SUPPORT ANGLES FACE OF GRILLE OR DIFFUSER FOAM GASKET ON TOP OF CURB WOOD NAILER FACTORY CURB (LEVEL) ROOFING PAINT INSIDE OF DIFFUSER CAN WITH BLACK PAINT I, /FRAMING SHEET ROCK CEILING SUPPLY /RETURN GYPBOARD ® DIFFUSER /GRILLE MOUNTING Scale: NONE EXHAUST FAN / ATTACH TO CURB 2 SCREWS /SIDE FASTEN TO STRUCTURE — DUCT TO BE SAME SQUARE TO ROUND AS DAMPER SIZE TRANSITION NOTE: SEE ARCH. AND STRUCT. DWGS FOR ROOF PENETRATION. FLASHING & ROOFING DETAILS. EXHAUST DUCT SECURE GRILLE /DIFFUSER WITH SM SCREWS THROUGH NECK OF GRILLE OR DIFFUSER. DECK ROOF MOUNTED EXHAUST FAN DETAIL DUCT LINER (CONTINUOUS) WHERE SPECIFIED 2 DEEP CLIP AU SEAR LE OR PPLY MAST CT BEFORE SLIDING CLIP ONTO DUCT & FLASHING SEAL SILICON SEALER ON TOP OF CURB 26 GA. FLASHING SOLDERED WATER TIGHT 2x LEVEL CURB HEM CANT ROOFING ROOF DECK SHEET METAL DUCT NOTE: PROVIDE FINAL SEAL OR HARDCAST TAPE AND SEALER OVER ALL DUCT SEAMS AND JOINTS EXPOSED TO WEATHER. (TRANS -VERSE AND LONGITUDINAL) LINED RECTANGULAR DUCT HANGER STRAP SUPPORTS PER SMACNA ELECTRICAL REHEAT COIL (AS REQUIRED) DUCT TRANSITION AIR FLOW ROUND DUCT 4' - 0 ° MIN. OF LINED DUCT REHEAT COIL CONTROL BOX PROVIDE SEISMIC BRACING AND THRUST SUPPORT PER SMACNA CRITERIA PROVIDE (4)HANGER RODS- THREADED PER SMACNA CRITERIA HANGER VIBRATION ISOLATION ASSEMBLY BY MANUFACTURER BACKDRAFT DAMPER (GRAVITY) BY MANUFACTURER ROUND DUCT SEALANT (TIP) CANT CORE ROO WITH NC ROOF DECK A.GALV. FLASHING SOLDER ALL JOINTS. FLARED AT TOP FOR SEALANT STORM COLLAR FOAM GASKET CAD PLATED LAG SCREWS 2 /SIDE MIN, 8" HIGH LEVEL CURB ROOFING & INSULATION BUILT -UP ROOFING DUCT STRAP AS REQ'D 1" CLEARANCE NOTE: 1. SEE ARCH. AND STRUCT. DWGS FOR ROOF PENETRATION, FLASHING & ROOFING DETAILS. 2. ALL CURBING TO BE FIRE RETARDANT 3. ALL ROOF PENETRATIONS REQUIRE BURGULAR BARS. SEE DETAIL 11/M6.3 Q ROUND DUCT NOTE: PROVIDE SEISMIC BRACING AT ALL VAV BOXES. SEE SPECIFICATIONS FOR SEISMIC DESIGN CRITERIA. NOTE: PROVIDE SEISMIC BRACING AT ALL VAV BOXES. SEE SPECIFICATIONS FOR SEISMIC DESIGN CRITERIA. E VAV TERMINAL BOX SUPPORT Scale: NONE II AIR FL Illir E1: DUCT PENETRATION THRU ROOF /DECK Scale: NONE SHEET METAL SCREW STRAP TO BOB. SEAL AIRTIGHT (TOP) HIGH PRESSURE FLEX DUCT. 3 FEET MAXIMUM_ /"\ODOI38 CONNECT TO SUPPORT FRAMING ABOVE (TYP.) SEE PLAN FOR DUCT SIZE (TYP.) (n) IN -LINE EXHAUST FAN SUPPORT PROVIDE DUCT FLEXIBLE CONNECTOR TO FAN (TYP.) r INSULATING BOARD 2" DEEP CLIP APPLY DUCT SEALER OR MASTIC BEFORE SLIDING CLIP ONTO DUCT & 'FLASHING SEAL HEAVYWEIGHT GLASS CLOTH COVERED W /MASTIC COATING TOP OF KALE ON 26 GA LASHING S WATER 2x LEVEL CURB HEM CANT ROOFING ROOF DECK SHEET METAL DUCT INSULATED RECTANGULAR DUCT A HANGER STRAP SECURE TO STRUCTURE AS REQ'D LOCATE WITHIN 2 FT. OF DIFFUSER CENTERLINE. FLEX DUCT, SEE PLAN FOR SIZE PROVIDE SMOOTH RADIUS CONNECTION, PROPERLY SUPPORT FLEX DUCT FOR SMOOTH AIR FLOW TO DIFFUSER PROVIDE 2 ANGLE CLIPS ON OPPOSITE SIDES OF DIFFUSER SCREW TO T -BAR SUSPENDED CEILING SLEEVE MIN.2" LARGER THAN PIPE. USE SCH 40.. PIPE FINISH WALL OR LOUVER PACK WITH ROCK WOOL OR FIBERGLASS ESCUTCHEON BOTH SIDES ri. ri i __ _ WALL OR LOUVER INSULATE INTERIOR PIPE INSULATION TO HAVE MIN. 950' F TEMPERATURE RATING THRU WALL NON - INSULATED EXTERIOR PIPE 1/2" NON - HARDING WATER PROOF SEALANT ® PIPE SLEEVE DETAIL Scale: NONE NOC /NODE PERFORATED FLOOR LAYOUT PERFORATED TILE LOCATION -��- SHARP RADIUS NOT ACCETABLE 1.5x RADIUS 6" MIN HIGH CAN ON SQUARE NECK DIFFUSER LAY IN T -BAR CEILING DIFFUSER ® CEILING DIFFUSER CONNECTION (SO NECK) Scale: NONE NOTE: ALL MATERIALS USED IN SLEEVE MUST HAVE MIN. 960'F TEMPERATURE RATING OCT - 2 RECEIVED SEP 07 2000 IT FAST BROKAW ROM =FE 300 •Oe -tor -03500 VN R•F f•IUMMA, arcs FAY 1013 K/1 t0v RO55WIIFRy SFhEt sR1E T15. 15-]aR -6040 59 WI FCRT115YTA(t 23 08 -2400 A MED AS B111flN#RI1 06540 BRED ECRUFERKPRI 3 08-14-08 A BRED AS SLEW lFRIt 061F00 REVISIONS ISSUE DATE SILBEY ARCHITECTURE ISSUED FOR COS1RUGPARRU 0731-P_I BRED FOR Ti PERMIT -PFF 2 OT -26-00 ISSUED FOR Tl PS:MT -PH 1 06 -2600 B0Angs wd wet. mater. appearing herein co stihle the original and unpublished work of the Sabry Corporation and the sante may not be duplicated, used or cr lased without the written concert A the Sabey Corporation_ • A.TUK if SEP 2 0 u o pEpMR CEN,, EXODUS c %r m @wst BEET: VE DRAWING TITLE: MECHANICAL DETAILS PROJECT NUMBER: 200154 DRAWN BY: W. NELSON CHECKED BY: R. MAHDAM APPROVED BY: W. HURLEY AIR S)STLS:_ PROGRESS DATE: 04/18/00 FILE: I: \2000CA00 \200154EAD- 5FA3 \154M61 PLOT: I I I t l i " 1 i t l t I. f; I ! I I ! namweri ' i ... .. _ u .... \ i 1 -u.mIII,= 1 i ; ' NNn MMNA t , II RU I [I 1111• 111110 •�l 1111O111ff I ! 1 ■MEM■I t; I aII : p _ _ tl ' ; I ■om►5 =HIV IIII�IIIRRIIII�IIIIII�IIIIIIIII� ■■Maim 11111 0 t. IIII� E --��'I''M' 1 SEE pLJN on. !M2t21 FOR 1111 = a= MU. AR I /: _ ��1�1ff " R RA 1 e. � a'. ( I] 122 { t { pp� {N H � �'�f • • 1 N U -' 4Q. ' II 3 *i.. PO a e fHiE� _tlf1 D ONS F > N��2II • v �� 03 1" RI 7in1M fi�i11tE311[�I!'*�t1It1��fR a M )ANNA .�. . �1•" • 73:If1f1 vlIIMIII 1 MIIIn ■nn1� 1I�'IERW111 I i smwr n ma IIIO��sm �n��m��iveim � 1I�R Ian !III \SSG!! Mq0^ I .. L u �� o mmH aa- ! I�I� III1I♦■Iii�i: �� 1♦u �� ..P._ _ I L—b I! HANGER STRAP SECURE TO STRUCTURE AS REQ'D LOCATE WITHIN 2 FT. OF DIFFUSER CENTERLINE. FLEX DUCT, SEE PLAN FOR SIZE PROVIDE SMOOTH RADIUS CONNECTION, PROPERLY SUPPORT FLEX DUCT FOR SMOOTH AIR FLOW TO DIFFUSER PROVIDE 2 ANGLE CLIPS ON OPPOSITE SIDES OF DIFFUSER SCREW TO T -BAR J � SHARP ACCETAB LE DUCT 1.5x DIAMETER LAY -IN T -BAR CEILING DIFFUSER O CEILING DIFFUSER CONNECTION Scale: NONE SECURE DUCT TO FLANGE WITH DRAWBAND AND SHEETMETAL SCREWS DIFFUSER CAN SUPPORT ANGLES FACE OF GRILLE OR DIFFUSER FOAM GASKET ON TOP OF CURB WOOD NAILER FACTORY CURB (LEVEL) ROOFING PAINT INSIDE OF DIFFUSER CAN WITH BLACK PAINT I, /FRAMING SHEET ROCK CEILING SUPPLY /RETURN GYPBOARD ® DIFFUSER /GRILLE MOUNTING Scale: NONE EXHAUST FAN / ATTACH TO CURB 2 SCREWS /SIDE FASTEN TO STRUCTURE — DUCT TO BE SAME SQUARE TO ROUND AS DAMPER SIZE TRANSITION NOTE: SEE ARCH. AND STRUCT. DWGS FOR ROOF PENETRATION. FLASHING & ROOFING DETAILS. EXHAUST DUCT SECURE GRILLE /DIFFUSER WITH SM SCREWS THROUGH NECK OF GRILLE OR DIFFUSER. DECK ROOF MOUNTED EXHAUST FAN DETAIL DUCT LINER (CONTINUOUS) WHERE SPECIFIED 2 DEEP CLIP AU SEAR LE OR PPLY MAST CT BEFORE SLIDING CLIP ONTO DUCT & FLASHING SEAL SILICON SEALER ON TOP OF CURB 26 GA. FLASHING SOLDERED WATER TIGHT 2x LEVEL CURB HEM CANT ROOFING ROOF DECK SHEET METAL DUCT NOTE: PROVIDE FINAL SEAL OR HARDCAST TAPE AND SEALER OVER ALL DUCT SEAMS AND JOINTS EXPOSED TO WEATHER. (TRANS -VERSE AND LONGITUDINAL) LINED RECTANGULAR DUCT HANGER STRAP SUPPORTS PER SMACNA ELECTRICAL REHEAT COIL (AS REQUIRED) DUCT TRANSITION AIR FLOW ROUND DUCT 4' - 0 ° MIN. OF LINED DUCT REHEAT COIL CONTROL BOX PROVIDE SEISMIC BRACING AND THRUST SUPPORT PER SMACNA CRITERIA PROVIDE (4)HANGER RODS- THREADED PER SMACNA CRITERIA HANGER VIBRATION ISOLATION ASSEMBLY BY MANUFACTURER BACKDRAFT DAMPER (GRAVITY) BY MANUFACTURER ROUND DUCT SEALANT (TIP) CANT CORE ROO WITH NC ROOF DECK A.GALV. FLASHING SOLDER ALL JOINTS. FLARED AT TOP FOR SEALANT STORM COLLAR FOAM GASKET CAD PLATED LAG SCREWS 2 /SIDE MIN, 8" HIGH LEVEL CURB ROOFING & INSULATION BUILT -UP ROOFING DUCT STRAP AS REQ'D 1" CLEARANCE NOTE: 1. SEE ARCH. AND STRUCT. DWGS FOR ROOF PENETRATION, FLASHING & ROOFING DETAILS. 2. ALL CURBING TO BE FIRE RETARDANT 3. ALL ROOF PENETRATIONS REQUIRE BURGULAR BARS. SEE DETAIL 11/M6.3 Q ROUND DUCT NOTE: PROVIDE SEISMIC BRACING AT ALL VAV BOXES. SEE SPECIFICATIONS FOR SEISMIC DESIGN CRITERIA. NOTE: PROVIDE SEISMIC BRACING AT ALL VAV BOXES. SEE SPECIFICATIONS FOR SEISMIC DESIGN CRITERIA. E VAV TERMINAL BOX SUPPORT Scale: NONE II AIR FL Illir E1: DUCT PENETRATION THRU ROOF /DECK Scale: NONE SHEET METAL SCREW STRAP TO BOB. SEAL AIRTIGHT (TOP) HIGH PRESSURE FLEX DUCT. 3 FEET MAXIMUM_ /"\ODOI38 CONNECT TO SUPPORT FRAMING ABOVE (TYP.) SEE PLAN FOR DUCT SIZE (TYP.) (n) IN -LINE EXHAUST FAN SUPPORT PROVIDE DUCT FLEXIBLE CONNECTOR TO FAN (TYP.) r INSULATING BOARD 2" DEEP CLIP APPLY DUCT SEALER OR MASTIC BEFORE SLIDING CLIP ONTO DUCT & 'FLASHING SEAL HEAVYWEIGHT GLASS CLOTH COVERED W /MASTIC COATING TOP OF KALE ON 26 GA LASHING S WATER 2x LEVEL CURB HEM CANT ROOFING ROOF DECK SHEET METAL DUCT INSULATED RECTANGULAR DUCT A HANGER STRAP SECURE TO STRUCTURE AS REQ'D LOCATE WITHIN 2 FT. OF DIFFUSER CENTERLINE. FLEX DUCT, SEE PLAN FOR SIZE PROVIDE SMOOTH RADIUS CONNECTION, PROPERLY SUPPORT FLEX DUCT FOR SMOOTH AIR FLOW TO DIFFUSER PROVIDE 2 ANGLE CLIPS ON OPPOSITE SIDES OF DIFFUSER SCREW TO T -BAR SUSPENDED CEILING SLEEVE MIN.2" LARGER THAN PIPE. USE SCH 40.. PIPE FINISH WALL OR LOUVER PACK WITH ROCK WOOL OR FIBERGLASS ESCUTCHEON BOTH SIDES ri. ri i __ _ WALL OR LOUVER INSULATE INTERIOR PIPE INSULATION TO HAVE MIN. 950' F TEMPERATURE RATING THRU WALL NON - INSULATED EXTERIOR PIPE 1/2" NON - HARDING WATER PROOF SEALANT ® PIPE SLEEVE DETAIL Scale: NONE NOC /NODE PERFORATED FLOOR LAYOUT PERFORATED TILE LOCATION -��- SHARP RADIUS NOT ACCETABLE 1.5x RADIUS 6" MIN HIGH CAN ON SQUARE NECK DIFFUSER LAY IN T -BAR CEILING DIFFUSER ® CEILING DIFFUSER CONNECTION (SO NECK) Scale: NONE NOTE: ALL MATERIALS USED IN SLEEVE MUST HAVE MIN. 960'F TEMPERATURE RATING OCT - 2 RECEIVED SEP 07 2000 IT FAST BROKAW ROM =FE 300 •Oe -tor -03500 VN R•F f•IUMMA, arcs FAY 1013 K/1 t0v RO55WIIFRy SFhEt sR1E T15. 15-]aR -6040 59 WI FCRT115YTA(t 23 08 -2400 A MED AS B111flN#RI1 06540 BRED ECRUFERKPRI 3 08-14-08 A BRED AS SLEW lFRIt 061F00 REVISIONS ISSUE DATE SILBEY ARCHITECTURE ISSUED FOR COS1RUGPARRU 0731-P_I BRED FOR Ti PERMIT -PFF 2 OT -26-00 ISSUED FOR Tl PS:MT -PH 1 06 -2600 B0Angs wd wet. mater. appearing herein co stihle the original and unpublished work of the Sabry Corporation and the sante may not be duplicated, used or cr lased without the written concert A the Sabey Corporation_ • A.TUK if SEP 2 0 u o pEpMR CEN,, EXODUS c %r m @wst BEET: VE DRAWING TITLE: MECHANICAL DETAILS PROJECT NUMBER: 200154 DRAWN BY: W. NELSON CHECKED BY: R. MAHDAM APPROVED BY: W. HURLEY AIR S)STLS:_ PROGRESS DATE: 04/18/00 FILE: I: \2000CA00 \200154EAD- 5FA3 \154M61 PLOT: i ii I F . OU LIN x TCH • CAB LING 2" (WHE ACTUATOR LOCATED UPSTREAM OF DAMPER UNLESS OTHERWISE NOTED ON PLAN. A NOTES: 90 TAKE -OFF 15' MAX NOTES: 1. THIS DETAIL IS GENERIC. FOLLOW FIRE /SMOKE DAMPER MANUFACTURERS RECCOMENDATIONS FOR INSTALLATION OF DAMPER. 2. USE "UNITED DUCT SEALER" OR EQUAL WHERE DUCTS CONNECT TO SLEEVE. IF ROUND DUCT- PROVIDE WELDED ROUND DUCT COLLAR ON BOTH SIDES. 3. SIMILAR TO HIGH VELOCITY FIRE DAMPER. 4. INSTALL DUCT SMOKE DETECTOR FOR FIRE /SMOKE DAMPER ACTIVATION MUST BE LOCATED WITHIN 4 FEET OF THE UPSTREAM SIDE OF THE FIRE /SMOKE DAMPER. 5. CONTRACTOR TO PROVIDE INSTALLATION /OPERATION MANUAL FOR FIRE /SMOKE DAMPER. THE MANUAL TO BE LOCATED ON SITE. AND TO BE READILY AVAILABLE UPON REQUEST BY THE CITY INSPECTOR_ ® SA /RA DUCT FSD Scale: NONE NOTES: 1. THIS DETAIL IS GENERIC. FOLLOW FIRE /SMOKE DAMPER MANUFACTURERS RECCOMENDATIONS FOR INSTALLATION OF DAMPER. 2. USE "UNITED DUCT SEALER" OR EQUAL WHERE DUCTS CONNECT TO SLEEVE. 3. IF ROUND DUCT, PROVIDE WELDED ROUND DUCT COLLAR ON BOTH SIDES. SIMILAR TO HIGH VELOCITY FIRE DAMPER. 4. UNDUCTED FIRE /SMOKE DAMPER OPENINGS SHALL HAVE LISTED SMOKE DETECTORS INSTALLED UP TO 12" IN FRONT OF, OR BEHIND THE OPENING. DETECTORS SHALL BE CENTERED IN THE OPENING IN ACCORDANCE WITH NFPA 72. 0 RA /TRANSFER AIR FSD Scale: NONE 90 CONICAL TAKE -OFF U K) SIZE TRANSITION DUCT DOWN 1. SINGLE -LINE ILLUSTRATIONS ARE SYMBOLS USED ON DRAWINGS RATED WALL OPENING STATE FIRE MARSHL UL. APPROVED FIRE D R. . O ROUND DUCT DETAILS Scale: NONE ACCESS DOOR (ACTUATOR SIDE) SHT. MTL. SLEEVE ANGLE FRAME BOLTED TO ALL FOUR SIDES OF SLEEVE. 90 OR 45 ELBOW 45 TAKE -OFF 90 OR 45 90 MITER ELBOW (ED) 90 TAKE -OFF 15 MAX. SIZE TRANSITION DUCT DOWN E1: RECTANGULAR DUCT DETAILS Scale: NONE >•�i�i —i9i�i O i �� 22 GAUGE TOP COVER APPLY MASTIC BEFORE SHEET METAL SCREWS APPLY MASTIC BEFORE SLIDING CUP ONTO DUCT & FLASHING CUT HOLE THRU ROOF REFRIGERANT PIPING WITH INSULATION RADIUS ELBOW ANGLE TAKE -OFF PLAN VIEW SECTION AA SECTION BB RADIUS TAKE -OFF 90 SPLITTER RADIUS SPLITTER TAKE -OFF NOTES: 1. SINGLE -LINE ILLUSTRATIONS ARE SYMBOLS USED ON DRAWINGS 2. SIZE A &B DIMENSIONS IN PROPORTION TO AIR QUANTITIES IN EACH LEG SPLIT NOTE: 1. PAINT ALL EXPOSED SHEET METAL PARTS WITH WEATHER RESISITANT PAINT. RAISED FLOOR STRUCTURE NOTCH DIVIDER AROUND FLOOR STRUCTURE - TYP S.M. DIVIDER CUTOUT 2 "x2" NOTCH AT STRINGER (TYP) 2 PIECE GALV. SHEETMETAL SET BASE IN ADHESIVE /CAULK AND ANCHOR TO BASE 24 GA. STIFFEN AS REQUIRED 5 UNDERFLOOR ZONE DIVIDERS Scale: NOT TO SCALE i PACK BOO WITH 38® FACTORY MOUNTED MOTORIZED FIBERGLASS ISOLATION DAMPER INSIDE UNIT CAULK AND SEAL SPACE AROUND PIPE 26 GA. FLASHING HOT MOP INTO ROOF 4 "MIN. HOT GAS WITH INSULATION 0 PIPES PENETRATION THRU ROOF DETAIL Scale: t " =1' -0" BURGULAR BARS MOUNTED IN DUCT OR INSIDE ROOF CURB (BY OTHERS) FACTORY SUPPLIED MOUNTING CURB ANCHOR NAILER TO CONC. ROOF SEE STRUCT. DUCT SIZE. SEE PLANS. 3/16" THK CAP PLATE WITH 1/2" THREADED HOLE CENTERED IN PLATE (TYP.) PROVIDE FLASHING AROUND STEEL POST, CANT AROUND POST, SEAL AND FLASH WATER TIGHT (TYP.) 1 -5/B UNISTRUT A 1/2 "x 4" LAG SCREW, PROVIDE NEOPRENE -STEEL WASHERS BETWEEN CAP & STRUT BUILT -UP ROOFING CONCRETE ROOF PROVIDE FLASHING AROUND STEEL POST. CANT AROUND POST. SEAL AND FLASH WATER TIGHT (TYP.) [11= Mit RETAN GULAR Scale: NONE 2 MAX (TYP.) ALTERNATE DETAIL PRIMARY DETAIL ROOF OPENING 1 SEE STRUCT UNIT EXTERIOR FACTORY SUPPLIED GASKET FACTORY SUPPLIED 2x4 NAILER FLASHING, SEE ARCH. DWO S FOR DETAILS CANT, SEE ARCH. DWGS FOR DETAILS `— .CONCRETE ROOF E ACU ROOF MOUNTING DETAIL Scale: NONE PROVIDE 12 GUAGE x 3" WIDE GALV. SHEET METAL BAND, OVER AND UNDER MAIN DUCT FASTEN TOGETHER OVER POST. BOLT SHEET METAL BANDS TOGETHER TO POST WITH 1/2 "0 BOLT (TYP.) TS 2x2x3/16 SLIDE INTO POST WELD AROUND (TYP.) TS 3x3x3/16 WELD POST TO BASE PLATE. PL 1/4x4x7 (TYP.) ANCHOR BASE PLATE TO CONCRETE ROOF. BUILT UP ROOFING. CONCRETE ROOF. ® ROUND DUCT ROOF SUPPORT DETAIL Scale: NONE FASTEN FLASHING TO CANT OR NAILER, SEE ARCH. DWG'S FOR DETAILS DUCT SIZE. SEE PLANS PROVIDE P5000 UNISTRUT AT EACH SIDE OF DUCT 6 "x6 "x16 GAGE STEEL STEEL PLATE 5/8" GALV. BOLT WITH 0 LOCKWASHER AND DBL NUT 6x FIRE RETARDANT SLEEPER MOUNTED ON TOP OF ROOF. DUCT SIZE. SEE PLANS 6X4 FIRE RETARDANT A LEVELING CURB. CONTRACTOR HAS OPTION TO USE STEEL f — BUILT -UP ROOFING ' 77 X, y PROVIDE FLASHING AROUND WOOD SLEEPER TS 2x2x3/16 SLIDE INTO POST WELD AROUND (TYP.) TS 3x3x3/16 WELD POST TO BASE PLATE. PL 1/4x4x7 (TYP.) ANCHOR BASE PLATE TO CONCRETE ROOF. BUILT -UP ROOFING. CONCRETE ROOF. DUCT ROOF SUPPORT DETAIL RECEIVED An SABEl ARCHITECTURI DRAWING TITLE: TECH 91 EAST BROKAW ROAD SUITE 300 408-136 -8300 a3c-1:11 110 K b l ,s00, UFORN $TIDE 15. 115- sAK i9Ancrsw. fvauaTau rata. vnxsts- )aa -sw9 ESLED FOR T1 PERMIT—PH 12,3 08 -2300 QT MUDASBIIIE1NV -PHI 092900 SS. FORT. PBMT4H 3 08 -1400 MUM FOR CONTRLCI.PH 1 0?-3'.i.'^ ISSUED FOR TA PERMIT -PH 2 07 -26-00 ISSUED FOR TA PERMIT-PH 1 0E2B.TE REVISIONS ISSUE DATE MECHANICAL DETAILS PROGRESS DATE: 04/18/00 DRAWING NUMBER: M6.2 SEP 0 7 7000 EMS IqE FILE: I: \2000CADD \200154EX0- SEA3 \154M62 PLOT: PROJECT NUMBER: 200154 DRAWN BY: W. NELSON CHECKED BY: R. MAHDAVI APPROVED BY: W. HURLEY PIPE SIZE (IN) MAX SUPPORT SPAN (FT) MIN. ROD SIZE (IN) UP TO 1" 7 3/8 1 -1/2 9 3/8 2 TO 2 -1/2" 10 3/8 3" 12 1/2 3 -1/2" 13 1/2 4 14 5/8 5 16 5/8 6 17 3/4 8 19 7/8 10 22 7/8 12 23 7/8 FOAM GASKET ON TOP OF CURB INSTALL CONTROL DAMPER INSIDE ROOF CURB. PROVIDE ACCESS IN CURB FOR DAMPER ACTUATOR FACTORY CURB 6X4 FIRE RETARDANT LEVELING CURB. CONTRACTOR HAS OPTION TO USE STEEL ROOFING 24 CA CALV SM SLEEPER FLASHING "PRE —FAB" PPE SUPPORT & CLAMP OF APPLICABLE) CANT — ROOFING NOTE 1. PROVIDE CRICKET ON UP SLOPE SIDE WHEN SLEEPERS ARE PERPENDICULAR TO ROOF SLOPE. EI: PIPE HANGER DETAIL Scale: NONE D: D D HANGER ROD MIN. 1/2° DA. STRUT PIPE CLAMP ATTACH TO STRUCTURE WITH STRUT ACCESSORIES AS REQUIRED (TYP) THERMAL HANGER SHIELD OR ISOLATOR WHERE REQUIRED STRUT CHANNEL SESMIC RESTRAINTS PER SMACNA GUIDELINES ANCHOR NAILER TO CONC. ROOF SEE STRUCT. ` BURGULAR BARS MOUNTED IN ROOF OPENING NOTE: SEE ARCH. AND STRUCT. DWGS FOR ROOF PENETRATION, FLASHING & ROOFING DETAILS. ROOF PIPE SUPPORT O RELIEF EXHAUST FAN DETAIL Scale: NONE 6x FIRE RETARDANT WOOD SLEEPER MOUNTED ON TOP OF ROOF. 1 -5/8" UNISTRUT 6 "x6 "x16 GAGE STEEL STEEL PLATE © 1/2 "x 4" LAG SCREW, PROVIDE NEOPRENE —STEEL WASHERS BETWEEN CAP & STRUT ci: ROOF PIPING SUPPORT DETAIL Scale: NONE EXHAUST FAN VFD W /FUSED DISCONNECT IN NEMA 3R CABINET_ FIELD MOUNTED ON FAN OR RACK SEE ELECT. DWG'S. FASTEN FLASHING TO CANT OR NAILER, SEE ARCH. DWG'S FOR DETAILS FLASHING, SEE ARCH. DWG'S FOR DETAILS CANT. SEE RCH. DWG'S FOR A DETAILS BUILT —UP ROOFING CONCRETE ROOF L 5/8 - BOLT WITH LOCKWASHER AND DOUBLE NUT MaQoo-f3 8 FOAM GASKET ON TOP OF CURB 2X FIRE RETARDANT RDWD NAILER STEEL BEAM, FASTEN TO CONCRETE ROOF CONCRETE ROOF GALV. SHEETMETAL CURB CAP. SEE ARCH FOR DETAILS EXTERIOR WALL NON HARDENING SILICON SEALER ( 16 GA. 1/2x1 - 1/2,1/2 CHANNEL FASTEN 16 "O.C. FLASHING DUCT WALL DUCT LINER NOTE: SHAFT FOR 2ND FLOOR Y `HAFT FOR 3RD FLOOR 4 1. SEAL ALL DUCT PENETRATIONS AIR AND WATER TIGHT 2. SEE ARCHITECTURAL DWG'S FOR FLASHING, AND CURB DETAILS ED SUPPLY SHAFT @ ROOF CURB DETAIL Scale: NONE TTTTi7illii111111 111111111111111111 1 _ FRAME OPENING AS NECESSARY MAIN DUCT FASTEN FLASHING TO CANT OR NAILER, SEE ARCH. DWG'S FOR DETAILS FLASHING, SEE ARCH DWG's FOR DETAILS CANT. SEE ARCH DWG'S FOR DETAILS BUILT —UP ROOFING MOUNT BURGULAR BARS IN DUCT_ STOP DUCT AT BOTTOM OF ROOF DECK WALL HOUSING CD SIDEWALL EXHAUST FAN MOUNTING Scale: NONE FASTEN DUCT TO METAL STUD FRAMING, SEAL ALL LS JOINTS SUPPLY DUCT BRANCH TO VAV BOXES, SEE PLANS FOR SIZE— BEND BACK METAL SILL PLATE TO FLOOR WELD OR BOLT FRAME TO INSIDE OF EQUIP. CURB AND OR DUCT J- T 48" FRAME GROUND AT DUCT CONNECTION CONICA FITTING 1 "x1/4 FLAT BAR FRAME WELD RODS TO FRAME 3/16 �� I TYPICAL WELDTHRU —OUT ` / 1/2" DIA 1.018 COLD ROLLED STEEL BARS. WELD AT EACH. INTERSECTION SEAL OPENINGS WEATHERTIGHT WITH APPROVED SEALANT SEE ARCH. DWG'S. FASTEN WEATHERHOOD, DAMPER GUARD. BACKDRAFT DAMPER, AND WALL COLLAR TO WALL, SEAL CONNECTION WEATHERTIGHT WEATHERHOOD (AS REQ'D) BACKDRAFT DAMPER WITH DAMPER GUARD CLOSURE ANGLES SUPPLIED BY FAN MANUFACTURER CONCRETE WALL GYPBOARD SUPPLY AIR SHAFT WALL EXTEND METAL STUDS TO CONCRETE FLOOR SEE ARCH. DWG'S FOR DETAILS V O SUPPLY DUCT CONNECTION TO SHAFT Scale: NONE `— CEILING GYPBOARD SUPPLY AIR SHAFT WALL, TERMINATE GYPBOARD 2" BELOW RAISED FLOOR \-30" HIGH RAISED FLOOR � CONCRETE FLOOR J r— 0 DUCT /SHAFT TERMINATION DETAIL Scale: NONE NOTE: A ADD THIS BURGULAR B TO ALL ROOF OPENING 1.0 SQ. FT. IN SIZE OCT -2L:3 mNE SBEl REVISIONS ISSUE DATE the ongiml ai and the mm SHEETMETAL CONE (AIR DIVERTER) FASTEN CONE TO CONCRETE FLOOR CENTER CONE TO SUPPLY DUCT DRAWING TIRE: DETAILS ARCH ITECTURI BS BD FOR T1 PBMi-Rit 28 062400 Q2 ISSUED AL mum tt-PH 1 OB - 2400 ISSED 801111 Mifl13 067400 A ssuED AS SIAi iw 48H 1 D61F00 BRED FOR CONMHXIKNFPH 1 0731-00 OAR FOR Ti RMBIT 112 07-2640 ISSUED FOR 71 PERMR-PH 1 062600 MECHANICAL al u1 harem core ork of the Sab r d omtun IuPlic b, or ocloutl of the Sobey Corporation. IXiY OF �K ''. SEp 2 6 L E XODUS" VA SEP 0 7 ?non AIR SYSTEMS INL PROGRESS DATE: 04/18/00 FILE: I: \2000CADD \200154EX0 —SEA3 \1546 PLOT: PROJECT NUMBER: 200154 DRAWN BY: W. NELSON CHECKED BY: R. MAHDAVI APPROVED BY: W. HURLEY DRAWING NUMBER: M6.3 TYP. COMPUTER ROOM AC UNIT MOUNTED ON FLOORSTAND (FACTORY FURNISHED) COND. DRAIN LINE. SEE PLUMBING DWG r r 12" LONG UNISTRUT CHANNEL SECURE TO MIN. OF 2 STUDS IN WALL UNISTRUT CHANNEL END CAP (TYP) PIPE PIPE INSULATION A PIPE CLAMP A RETURN AIR INTAKE CONTROL PANEL LIQUID & HOT GAS REFRIGERANT LINES. NOTES: 1. FOR EXACT ROUTING OF LIQUID, HOT GAS & CONDENSATE DRAIN LINES SEE MECH. DRAWINGS M -2.1 & PLUMB. DRAWINGS - COORDINATE WITH ALL RELATED DISCIPLINES- ® TYPICAL CRU AND ACC UNITS PIPING & INSTALLATION DETAIL Scale: NONE UNISTRUT PIPE CLAMP PIPE PIPE INSULATION INTERIOR WALL UNISTRUT CHANNEL SECURE TO MIN. OF 2 STUDS IN WALL UNISTRUT PIPE CHANNEL ELEVATION NOTE: TYP. FOR ONE MORE PIPE AS REQUIRED. TYP. ROOF MTD. AIR COOLED CONDENSER UNIT. CONCRETE EQUIPMENT PAD (SEE STRUCT.) (2) LIQUID & (2) HOT GAS REFRIGERANT LINES. TYPICAL PIPE SUPPORT LOCATE EVERY 4' -0" SEE DETAIL 1/M6.3 (2) LIQUID & (2) HOT GAS REFRIGERANT LINES INSIDE PIPE CHASE. ti TYPICAL PIPE SUPPORT SLOTTED HEX HEAD SCREW AND NUT SECTION A -A ® PIPE SUPPORT AT WALL Scale: NONE RAISED FLOOR LOCATE EVERY 4' -0" SEE DETAIL 4/M6.4 USE CUSH —A —STRIP AT CLAMP FOR PIPE VIBRATION. FOR TYP. PIPE THRU ROOF. DETAIL SEE 6/M6.2 ` ROOF LEVEL SUPPLY AIR DUCT SHAFT WALL TYPICAL PIPE SUPPORT LOCATE EVERY 4' -0" SEE DETAIL 2/M6.2 THIRD FLOOR SUPPLY AIR DUCT SHAFT WALL SECOND FLOOR THESE TWO HANGERS ARE TO BE USED ON DUCTS 25" & LARGER (MAY BE USED ON SMALLER DUCTS). 3/8" DIA. ROD OR 1" X 16Ga. HANGER STRAP. (TYPICAL) NUT & LOCKNUT 1" X 16Ga. HANGER STRAP, (TYP.) 1" X 16Go. HANGER STRAP 1/4" BOLT, NUT & 3/8" BOLT, NUT & STAR WASHER (TYP.) STAR WASHER 1 -1/8" X 12Ga.I EACH STRAP ADJACENT SPLIT RING I TO ONE ANOTHER AT COLLAR AROUND HANGER LOCATION. DUCT (TYPICAL) SHEET METAL SCREWS (TYPICAL) TRIM AT 45' ANGLE (TYP.) NOTES: ROUND DUCT HANGER 3/8" DIA. ROD, OR 1" X 16Ga. HANGER STRAP, (TYP.) 2" X 2" X 1/8" 1" X 18Ga. ANGLE TOP STRAP OVER & BOTTOM DUCT (TYP.) RECTANGULAR DUCT HANGER 1. REFER TO SPECIFICATIONS FOR HANGER SPACINGS. 1" X 16Go. CONTINUOUS COLLAR DRAWN TIGHT AROUND DUCT 2. ATTACHMENTS TO OVERHEAD STRUCTURE SHALL BE MADE IN ACCORDANCE WITH STRUCTURAL ENGINEERS REQUIREMENTS AND WEIGHT LIMITATIONS. ALL ATTACHMENT METHODS TO STRUCTURE SHALL BE SUBMITTED TO STRUCTURAL ENGINEER FOR REVIEW. 3. PROVIDE SWAY & SEISMIC BRACING PER SMACNA SEISMIC GUIDELINES. O DUCT HANGERS DETAILS '%\() 0 0 / 3 Scale: NONE PIPE NSTALLATION UNISTRUT PIPE CLAMP SLOTTED HEX HEAD SCREW AND NUT FLOOR SLAB 12" LONG UNISTRUT PIPE CHANNEL UNISTRUT CHANNEL SECURE TO CONCRETE FLOOR iii PIPE SUPPORT AT FLOOR Scale: NONE THIS HANGER IS FOR DUCTS 24" DIA. Sc SMALLER 1/2" DIA. ROD. (TYPICAL) F I= 1 . �IIII� 11 I MAX AND OVER SABEI ARCHITECTURE T FAST BROKAW ROAD SURE 300 408-436-8300 u .IMF r ts11 120 MONTGOMERY STREET. SUITE 715. 415 - 788-6000 SAN FRANCISCO. GAMMA 84104. TAX:415 -788 -60/0 ISSN FORT1FW ITWI1,28 08-78110 Qi 6SE0 AS SKEIN R -PR1 NWW 4'RIk3 FOR T1 PSW,F113 08-Y.1N Bsum FOR COT61R CIDNaI 013}00 ISSUED FOR T1 PET087 -PR 2 07-2.0 REVISIONS ISSUE DATE Ae aravinae oN waDen r appearing 7 co r 2On the original aN unpu work of the t seed r disdo «: the same may not De t 0 Ne used or aiscbona without the written content of tM1e Sabey Corporation. • C T e .,.,e,,,,,„,, SEP 20 "' E X O D U TaMtT �W6Crli" rC �.� . 2 Csi RECEIVED DRAWING TITLE: MECHANICAL DETAILS A l PROJECT NUMBER: 200154 DRAWN BY: W. NELSON CHECKED BY: R. MAHDAVI APPROVED BY: W. HURLEY DRAWING NUMBER: M6.4 AIR 515111,, GRESS 04/ FILE I: \2000 CADD \20015 4EX0 —SEA3\ 154M1 PLOT: LEGEND BCU WELL INSERTION TEMPERATURE SENSOR A CONNECTION OR CONTINUATION. POINT SD DUCT SMOKE DETECTOR BY ELECTRICAL DIVISION ,W, REHEAT COIL TEMPERATURE CONTROL VALVE QT ROOM TEMPERATURE SENSOR WITH SETPOINT ADJUSTMENT, TIMED OVERRIDE PUSH BUTTON, CANCEL PUSH BUTTON, AND COMMUNICATION JACK ® MOTOR STARTER BY OTHER TCM PNEUMATIC TUBING '.., MCC MOTOR'S. CONTROL CENTER BY ELECTRICAL DIVISION DPS I DIFFERENTIAL PRESSURE SWITCH Oa CSR COMBINATION CURRENT SENSING RELAY AND COMMAND OUTPUT RELAY LEGEND BCU BUILDING CONTROL UNIT O POWER WIRING, INSTALLATION & TERMINATION BY EIgCTRICAL DIVISION FS PADDLE TYPE FLOW SWITCH ® RELAY LCP LIGHTING CONTROL PANEL BY ELECTRICAL DIVISION RP RELAY PANEL WITH TRANSFORMER TCM THERMOSTAT CONTROL. MODULE UCH UNIT CONTROL MODULE TW_ SH. TWISTED SHIELDED CABLE WP WEATHER PROOF, NEMA 4 OR NEMA 3R -' 2 #18 TW. SH Y 120VAC F VAV - 1 5 #18 TW_ COMM4 LINK 2 #18 TW. SH. ROOF 3RD FLOOR 2ND FLOOR 120VAC VAV - 5 #18 TW. TO WORKSTATION r ' -2 #18 TW. SH. 1 X ACC -01 (REMOTE) CAH -01 VAV -3 __5 #18 TW_ DEDICATED 120VAC CIRCUIT COMMA LINK 2 #18 TW. SH. BCU 6 -2 s ETHERNET LAN TRANE INTELLIPAK UNIT L 120VAC f Y- -1 (26) TOTAL VAV -4 � 5 #18 T) TW COMM3 LINK 2 #18 TW_SR. SEE SHEET NOTE #1 (TYPICAL) 120V/24V TRANSFORMER BY BAS CONTRACTOR (TYPICAL) ACC -02 (REMOTE) CAH -02 FACTO INST LLED TRANE INTEWPAK UNIT 5) FIRE ISOLATION DAMPER ALARM INPUTS (WIRING BY DP/. 16) z #18 TW. SH TRANE INTELLIPAK UNIT m. ® ! � � T = I • �i CD TRACER SUMMIT RISER DIAGRAM - OFFICE Scale: NONE a XP -1 r TO WORKSTATION, OR OTHER BCU ETHERNET LAN J '.. TRANE VOYAGER UNIT 120V/i3 POWER (TYPICAL) TRANE INTELLIPAK UNIT r4� 5) FIRE ISOLATION DAMPER. ALARM INPUTS (WIRING. BY'DIV. 16) BINARY INPUTS COMPRESSOR 1 HI PRESSURE ALARM COMPRESSOR 1 LOW PRESSURE ALARM COMPRESSOR 2 HI PRESSURE ALARM COMPRESSOR 2 LOW PRESSURE ALARM SMOKE DETECTOR ALARM UNIT LOW FLOW ALARM UNIT WATER DETECTOR ALARM BINARY OUTPUTS SUPPLY FAN START /STOP COOL STAGE 1 EN /DIS COOL STAGE 2 EN /DIS LP BYPASS 1 EN /DIS LP, BYPASS 2 EN /DIS CRU POINTS LIST ( TYPICAI ) ANALOG INPUTS SPACE TEMPERATURE SUPPLY AIR TEMPERATURE SPACE HUMIDITY fi I .3 Y N 2 #18 TW. SH_ '(6) BOXES 2 #16 ) ; TOTAL V AV - 2 �5 #18 , TW -.. (T) EI: TRACER SUMMIT RISER DETAIL Scale: NONE VAV -3 5 #18 TW . �T) ROOFTOP UPCM POINTS SUMMARY ANALOG INPUTS DUCT PRESSURE HEADER 1 (3. 5). DUCT PRESSURE HEADER 2..(3, 5) 2 #18 TW. SH BINARY OUTPUTS RTU -1 HUMIDIFIER FILL/DRAIN (3. 5) RTU -2 HUMIDIFIER, FILL /DRAIN (3, 5) RTU -3 HUMIDIFIER FILL/DRAIN (3, 5) RTU -4 HUMIDIFIER FILL /DRAIN (3, 5) R111-1 HUMIDIFIER PUMP ON /OFF (3; 5) RTU -2 HUMIDIFIER PUMP ON /OFF (3, 5) RTU -3 HUMIDIFIER PUMP ON /OFF (3. 5) RTU -4 HUMIDIFIER PUMP ON /OFF (3, 5) RTU -1 ISOLATION DAMPERS OPEN /CLOSE (3, 5) RTU -2 ISOLATION DAMPERS OPEN /CLOSE (3. 5) RTU -3 ISOLATION DAMPERS OPEN /CLOSE (3, 5) RTU -4 ISOLATION DAMPERS OPEN /CLOSE (3. 5) RTU -1 START OUTPUT (3,5) RTU -2 START OUTPUT (3,5) RTU -3 START OUTPUT (3,5). RTU -4 START OUTPUT (3,5) BCU POINTS I 1ST COLO 1 FIRE ALARM INPUT. (1 FRCP / BCU) _ry TW. SH. 2 #1 120VAC , "f- XP-2 TRANE VOYAGER UNIT BINARY INPUTS RTU -1 HUMIDIFIER LEVEL ALARM (3, 5) RTU -2 HUMIDIFIER LEVEL ALARM (3. 5) RT1.1-3 HUMIDIFIER LEVEL ALARM (3, 5) RTU -4 HUMIDIFIER LEVEL ALARM (3, 5) RPJ -1 SUPPLY ISOLATION DAMPERS OPEN /CLOSE (3, 5) RTU -2 SUPPLY ISOLATION DAMPERS OPEN /CLOSE (3, 5) RTU -3 SUPPLY ISOLATION DAMPERS OPEN /CLOSE (3, 5) RTU -4. SUPPLY ISOLATION DAMPERS OPEN /CLOSE (3, 5) RTU -1 START INPUT (3,5) RTU -2 START INPUT (3,5) RTU -3. START INPUT (3,5) RTU -4 START INPUT (3.5) RTU -1 OA /RET ISOLATION DAMPER OPEN /CLOSE (3, 5) 81 –2 OA /RET. ISOLATION DAMPER OPEN /CLOSE (3, 5) RTU -3 OA /RET- ISOLATION DAMPER OPEN /CLOSE (3, 5) RTU -4. OA /RET ISOLATION DAMPER OPEN /CLOSE (3, 5) ZONE DAMPER UPCM POINTS SUMMARY ANALOG INPUTS COLO SPACE TEMPERATURE 1 COLO SPACE TEMPERATURE 2 COLO SPACE TEMPERATURE 3 COLO SPACE TEMPERATURE 4 COLO SPACE TEMPERATURE 5 COLO SPACE TEMPERATURE 6 COLO SPACE TEMPERATURE 7 COLO SPACE TEMPERATURE 8 COLO SPACE TEMPERATURE 9 COLO SPACE TEMPERATURE 10 COLO SPACE PRESSURE COLO: SPACE HUMIDITY ANALOG OUTPUTS. GEF 1 VFD CONTROL GEF 2 VFD CONTROL COLO ZONE CONTROL 1 COLO ZONE CONTROL 2 COLD ZONE CONTROL 3 COLO ZONE CONTROL 4 COLO ZONE CONTROL COLO ZONE CONTROL COLO ZONE CONTROL COLO ZONE CONTROL COLO ZONE CONTROL COLO ZONE CONTROL BINARY INPUTS GEF 1 VFD FAULT GEF 2 VFD FAULT BINARY OUTPUTS GEF 1 VFD ENABLE GEF 2 VFD ENABLE �2 #18 TW. SH. Y 2 #1 5 6 7 8 9 10 VAV -7 5 #18 , TW. POINT SOURCE NOTES 1. SOFTWARE FROM RTU 2. GLOBAL FROM SUMMIT 3. HARDWIRED TO UPCM 4. MODBUS TO DIMAX 5. FIELD MOUNTED AND WIRED DEVICE 2 #18 Y TW. SH. 2 #16 VAV -8 �5 #18 TW. !ST) VAV -9 5 W #18 T . • (6) BOXES j TOTAL RECEIVED SEP 07 2000 S4BE1 ARCHITECTURI DRAWING TIRE 91 EAST BROKAW ROAD SURE 5C0 408-436 -8300 DA 10D DADED ,ate 1511 Im uaBlcourm 51HEf SUIE 116. A15 -788 -6600 SAD RANO. , CAUFOIdN 96101 FA.15 -]88 -6010 REVISIONS ISSUE DATE GR '/ O E T UM SEP2 P cr EXODUS *rat, east RE STP 0 7 9nnn MECHANICAL CONTROLS DIAGRAM PROGRESS DATE: 04/18/00 FILE I: \2000CADD \200154EX0 -SEA3\ 154! PLOT: PROJECT NUMBER: 200154' DRAWN BY: W. NELSON CHECKED BY R. MAHDAVI APPROVED BY: W. HURLEY DRAWING NUMBER: M7.1 120V/24V TRANSFORMER BY BAS CONTRACTOR (TYPICAL TRANE INTELLIPAK UNIT (TYP -) lolllill: MILE TRANE BUILDING CONTROL UNIT PRINTER / ANALOG OUTPUT COLO 1 SPACE TEMPERATURE COLO 1 SPACE HUMIDITY COLO 2 SPACE TEMPERATURE COLO 2 SPACE HUMIDITY COLO 3 SPACE TEMPERATURE COLO 3 SPACE HUMIDITY COLO 4 SPACE TEMPERATURE COLO 4 SPACE HUMIDITY COLO 5 SPACE TEMPERATURE COLO 5 SPACE HUMIDITY CRU -1 SPACE TEMPERATURE CRU -2 SPACE TEMPERATURE CRU -1 SPACE HUMIDITY CRU -2 SPACE HUMIDITY UPS SPACE TEMPERATURE 1 UPS SPACE TEMPERATURE 2 AC -4 AC - -5 TRANE INTELLIPAK UNIT ILII II B :III11m 1 o o 1C11Vlll: I �I E� ling illli DIMAX HARDWIRED POINTS LIST BINARY INPUT RTU AND EXHAUST FAN ALARM rr TO WORKSTATIONS - OR OTHER BCU 120V/10 POWER TO TRANSFORMER (TYPICAL) 120V/24V TRANSFORMER BY BAS CONTRACTOR (TYPICAL) iO¢ ETHERNET LAN r f, UPS #1 [1 UPS #2 UPS AREA NTU C`Ilil!: ETHERNET LAN J AC -6 AC -7 TRANE INTELLIPAK UNIT / 120V/10 POWER TO TRANSFORMER (TYPICAL) r 120VAC POWER (TYPICAL) HARDWIRED rte RTU ALARM - OUTSIDE AIR EF Pun MAINTENANCE SHOP (1 PER BLDG -) TRANE BUILDING CONTROL UNIT x ; , gong! r T1 1 1 , UPS #3 ` UPS #4 [TT UPS #5 1 N � UPS AREA I N mxaaD J PdxTs SEE UPCM HARDWIRED POINTS LIST T SHEET NOTES: RTU CONTROL LOCATED ON ROOF NEXT TO EXHAUST FAN VFD RACK (TYP OF 5) % EXHAUST FAN AND ZONE DAMPER CONTROL LOCATED ON ROOF (TYPICAL OF 5) % TYPICAL FOR 8 /UPCM AND TYPICAL FOR 40 /COLO TOTAL OF 200 FOR 5 COLO'S O4 (5)FIRE ALARM INPUTS (WIRING BY DIV. 16) FROM CHEETA SYSTEM IN SECURITY ROOM % TRACER SUMMIT MCU PROVIDED BY OWNER % DIMAX WORKSTATION IS LOCATED IN NOC AREA AC -8 AC -9 TRANE INTELLIPAK UNIT 120V/10 POWER (TYPICAL) 5) FIRE ISOLATION DAMPER ALARM INPUTS (WIRING BY DIV. 16) COLO #2 BCU 2 -1 & 2 -2 UPCM 2 -1 TO 2 -10 RTU rim ®I /Ain r COLO # BCU 3 -1 & 3 -2 UPCM 3 -1 TO 3 - T X L ROOFTOP NUMBER COLO NUMBER ROOFTOP UNIT GENERATOR EXH- FAN START /STOP & STATUS (TYP. OF 10) RTU TAG LEGEND ii EF UPCM 6 -6- O TRACER SUMMIT RISER DIAGRAM - COLO Scale: NONE ANALOG INPUTS GENERATOR EF1 -1 SPACE TEMPERATURE (3,5) GENERATOR EF1 -2 SPACE TEMPERATURE (3.5) GENERATOR EF1 -3 SPACE TEMPERATURE (3,5) GENERATOR EF1 -4 SPACE TEMPERATURE (3,5) GENERATOR EF1 -5 SPACE TEMPERATURE (3,5). GENERATOR EF1 -6 SPACE TEMPERATURE (3,5)', GENERATOR EF1 -7. SPACE TEMPERATURE (3,5)'. GENERATOREF1 -8 SPACE TEMPERATURE (3,5).. GENERATOR EF1 -9 SPACE TEMPERATURE (3,5) GENERATOR EF1 -10 SPACE TEMPERATURE (3,5) BINARY INPUTS GENERATOR EF1 -1 STATUS (3,5) GENERATOR EF1 -2 STATUS (3,5) GENERATOR EF1 -3 STATUS (3,5) GENERATOR EF1 -4 STATUS (3,5) GENERATOR EF1 -5 STATUS (3,5) GENERATOR EF1 -6 STATUS (3,5) GENERATOR EF1 -7 STATUS (3,5) GENERATOR EF1 -8 STATUS (3,5) GENERATOR EF1 -9 STATUS (3,5) GENERATOR EF1 -10 STATUS (3,5) BINARY OUTPUTS GENERATOR EF1 -1 START /STOP (3,5) GENERATOR EF1 -2 START /STOP (3,5) GENERATOR EF1 -3 START /STOP (3,5) GENERATOR EF1 -4 START /STOP (3,5) GENERATOR EF1 -5 START /STOP (3,5) GENERATOR EF1 -6 START /STOP (3,5) GENERATOR EF1 -7 START /STOP (3,5). GENERATOR EF1 -8 START /STOP (3,5) GENERATOR EF1 -9 START /STOP (3,5) GENERATOR EF1 -10 START /STOP (3,5) 1 MI 20 Cl llilil: Irlll!III® COLO #4 COLO #5 BCU 4 - & 4 -2 BCU 5-1 & 5 -2 UPCM 4 -1 TO 4 -10 UPCM 5 -1 TO 5 -101 ROOFTOP -UPCM- POINTS - SUMMARY ANALOG INPUTS UPS HEADER PRESSURE -1 BATTERY ROOM HEADER PRESSURE -1 BINARY INPUTS RTU -1 SUPPLY ISOLATION RTU -2 SUPPLY ISOLATION RTU -3. SUPPLY ISOLATION RTU-4 SUPPLY ISOLATION RTU-5 SUPPLY ISOLATION RTU -1 RETURN ISOLATION RTU -2 RETURN ISOLATION RTU -3 RETURN ISOLATION RTU 4 RETURN ISOLATION DAMPER POSITION (3, DAMPER POSITION (3, DAMPER POSITION (3, DAMPER POSITION (3, DAMPER POSITION (3, DAMPER POSITION (3. DAMPER POSITION (3; DAMPER POSITION- (3, DAMPER POSITION (3, RTU-5 , RETURN ISOLATION DAMPER POSITION (3, RTU -1 START INPUT (3, 5) RTU' -2' START INPUT (3, 5) RTU -3 START INPUT (3, 5) RTU -4. START INPUT (3, 5) RTU -5 START INPUT (3. 5) MARY OUTPUTS RTU -1 5TART OUTPUT (3, 5) RTU -2 START OUTPUT (3, 5) RTU -3 START OUTPUT (3, 5) RTU -4 START OUTPUT (3, 5) RTU -5 START OUTPUT (3, 5) RTUP -1 ISOLATION DAMPERS. OPEN /CLOSE (3,. 5) RTUP -2 ISOLATION DAMPERS OPEN /CLOSE (3, 5) RTUP -3 ISOLATION DAMPERS OPEN /CLOSE (3, 5) RTUP -4 ISOLATION DAMPERS OPEN /CLOSE (3. 5) RTUP -5 ISOLATION DAMPERS OPEN/CLOSE (3, 5) O TRACER SUMMIT RISER DIAGRAM - UPS AREA Scale: NONE ANALOG' INPUTS ORTU HEADER STATIC PRESSURE (1,5) RTU SUPPLY STATIC PRESSURE (1) RTU OUTSIDE AIR ENTHALPY (1) RTU OUTSIDE AIR TEMPERATURE (1) RTU OUTSIDE AIR HUMIDITY (1) RTU RETURN AIR TEMPERATURE (1) RTU SUPPLY AIR TEMPERATURE (1) 0 RTU SPACE HUMIDITY (3,4 & 5) ORTU SPACE TEMPERATURE (1. 4 & 5) RTU VFD POSITION (1) RTU RETURN HUMIDITY (1) RTU RETURN AIR ENTHALPY (1) O RTU SPACE STATIC PRESSURE (3. 4 & 5) 5) 5) 5) 5) 5) 5) 5) 5) ANALOG INPUT - DIAGNOSTICS RTU ALARM EVENT CLASS.. (1) RTU % MECHANICAL COOLING (1) RTU REFRIGERANT LEAVING TEMPERATURE - EA- CIRCUIT (1) RTU REFRIGERANT ENTERING TEMPERATURE - EA. CIRCUIT (1) ANALOG OUTPUTS RTU VFD CONTROL (2) RTU SUPPLY FAN START /STOP (2) QEF VF0 '.CONTROL (3,5) QRTU ECONOMIZER CONTROL (1,5) RTU DUCT STATIC PRESSURE CONTROL (2) O RTU COMMON SPACE PRESSURE CONTROL (3,5) RTU COMMON SUPPLY AIR TEMPERATURE CONTROL (2) RTU DC, BREAKING:. FOR. VFDS (1) ZONE DAMPER UPCM POINTS SUMMARY ANALOG INPUTS ZONE TEMPERATURE 4A (3,5) ZONE TEMPERATURE 4B (3,5) ZONE TEMPERATURE 4C (3,5) ZONE TEMPERATURE 4D (3,5) ZONE TEMPERATURE 4E (3,5) UPS SPACE PRESSURE (BACK -UP) (3,5) BATTERY ROOM SPACE PRESSURE (BACK -UP) (3,5) ANALOG OUTPUTS ZONE DAMPER CONTROL 4A (3,5) ZONE DAMPER CONTROL. 48 (3,5) ZONE DAMPER CONTROL. 4C (3,5) 5 ) ZONE DAMPER CONTROL 4D (35) 5 ) ZONE DAMPER CONTROL 4E (3,5) BINARY INPUTS EF 4A STATUS (3,5) EF 4B STATUS (3,5) EF 4C STATUS (3.5) EF 4D STATUS (3,5) EF 4E STATUS (3,5) EF 4F STATUS (3,5) BINARY. OUTPUTS EF 4A START /STOP (3,5) EF 4B START /STOP (3,5) EF 4C START /STOP (3,5) EF 4D START /STOP (3,5) EF 4E START /STOP (3,5) EF 4F START /STOP (3,5) RETURN AIR SPACE ROOFTOP UNIT POINTS SUMMARY BINARY INPUTS ' Q RTU SUPPLY .ISOLATION DAMPER OPEN /CLOSE (3,5) O RTU RETURN AND OUTSIDE AIR ISOLATION DAMPER 65 OPEN /CLOSE (3,5) ®RTU FILTER. ALARM (1,5) ® RTU SMOKE DETECTOR SHUTDOWN (1,5) 0 EF VFD FAULT (3,5) RTU HUMIDIFIER LEVEL ALARM (3,5) RTU SUPPLY FAN STATUS (1) RTU HIGH STATIC CUTOUT (1) RTU COMMON ALARM (1,4) RTU COMPRESSOR STATUS (1) RTU CONDENSER FAN STATUS (1) ® RTU START INPUT (3,5) BINARY INPUT - DIAGNOSTICS RTU AUTO /STOP STATUS (1) RTU LOW PRESSURE CUTOUT - EACH CIRCUIT (1) RTU SENSOR FAILURE - ALL DEVICES (1) RTU COMPRESSOR FAILURE - ALL (1) RTU COMPRESSOR LOCKOUT DUE TO LOW AMBIENT (1) RTU FREEZESTAT LOCKOUT (1) RTU COMMUNICATION STATUS. (1).. RTU MANUAL RESET REQUIRED, (1) RTU. SERVICE MODE (1) 5 BINARY OUTPUTS ® RTU HUMIDIFIER PUMP ON /OFF (3,5)' RTU HUMIDIFIER DRAIN /FILL (3,5) RTU SUPPLY FAN VFD ENABLE (2) ® RTU COMPRESSOR START /STOP (1), ® EF VFD ENABLE /DISABLE (3,5) RTU. ISOLATION DAMPER OPEN /CLOSE (3,5) FAILURE (1) RTU LOW PRESSURE STATUS (1) ® RTU START OUTPUT (3,5) ' BCU POINTS SUMMARY ANALOG INPUTS COLO FIRE ALARM INPUTS (5) POINT SOURCE NOTES 1. SOFTWARE FROM RTU 2. GLOBAL FROM SUMMIT 3. HARDWIRED TO UPCM 4. MODBUS TO DIMAX 5. FIELD MOUNTED AND WIRED DEVICE 670 6 x1111 ram 0111111': 1 10111111: CJ 111 WU/ la CI II'� i8i Ind CIIPIIII: ;: H11171 11 ii 11 Colllllli 0111111 �8Y L`©_'lllillli R6H_I6 C�IIf'lll: - CIIIIIII: ■ ■ B i 12"11111 VFD FJOteAASi PAN OUTSIDE AI INTAKE 0 _ © O ■ 0 O © ©O 1► HUM IDIFIER 41 INTELLIPAK ROOFTOP POINT DETAIL AND POINTS LIST SUPPLY AIR l38 POINT SOURCE NOTES 1- SOFTWARE FROM RTU 2- GLOBAL FROM 5UMl9T 3. HARDWIRED TO UPCM 4. MODBUS TO DIMAX 5- FIELD MOUNTED AND WIRED DEVICE GENERAL NOTES: A. ONLY NUMBERED POINTS REQUIRE FIELD WIRING LABOR B. PROVIDE (1) AMP SENSING DEVICE PER MOTOR AND WIRE IN SERIES WITH RTU FACTORY FLOW SWITCH FOR POSITIVE FLOW CONFORMATION. C. PROVIDE INTERLOCK WIRING FROM THE INTELLIPAK RTM MODULE TO THE UPCM, DISCHARGE ISOLATION DAMPER, OUTSIDE AIR AND RETURN DAMPER. SHEET NOTES: O1 ACTUATORS AND BRACKETS MOUNTED BY MECH. CONTRACTOR 0. OUTSIDE AIR DAMPER ACTUATOR : - .RETURN AIR, DAMPER ACTUATOR O PHOTOHELIC, MOUNTED BY MECHANICAL CONTRACTOR O SUPPLY AIR, DAMPER ACTUATOR O LEVEL SWITCH INSTALLED BY MECHANICAL CONTRACTOR / \ IAI -CI 1 11 AI DP1[1C rf D 1IMIT: naTA11 2 Df17AMTQ 1 ICT RECEIVED SEP 0''.7 2000 EXODUS SEATTLE 3 MAC DONALD -MILLER SBEY ARCHITECTURE sl EAST 6ROKAW ROAD SURE 300 400- +36-5300 c.v 5 2 FAY• NIS-416 -1511 120 MONTGOMERY STREET. SURE 715. 415 -798-6000 SW FRANCISCO, C UFO■ IA 9410. FAKA15 -7L8-6010 KEY PLAN 69191 FOR TL PBM-PH 12 0 03 -2000 691® FORT. PERMIT-FR 3 0844-03 ISSUED FOR CONSTRUCTION-PH1 07 -31-00 ISSUE FOR PERMIT 06-2600 REVISIONS C OF N ,;uL SEP 2� PEPMIT „c EXODUS SEP 0 7 70m, AIR :YSTCH.. ' DRAWING TALE: MECHANICAL CONTROLS DIAGRAM PROGRESS DATE: 04/18/00 FILE: I: \ 2000CADD \200154EX0- SEA3 \154M72 PLOT; PROJECT NUMBER 200154 DRAWN 6Y:. W. NELSON CHECKED BY: R. MAHDAVI APPROVED BY: W. HURLEY DRAWING NUMBER: M7.2