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Permit M2000-139 - EXODUS SEATTLE 3 - PHASE II
EXPIRED MAR 1 5 2002 M2000-139 Exodus Seattle 3 Phase 2 3355 S 120 P1 City of f Tukwila (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Permit No: M2000-139 Type: B-MECH Category: NRES Address: 3255 S 120 PL Location: PHASE II Parcel #: 102304 -9069 Contractor License No: MACDOMS147MN MECHANICAL PERMIT Status: ISSUED issued: 10/03/2000 E..p ire;:.: 04/01 /2001 TENANT EXODUS SEATTLE 3 - PHASE II Phone: 3355 S 120 PL, TUKWILA, WA 98168 OWNER SABEY CORPORATION Phone: 206- 281 -8700 101 ELLIOTT AV W, #330, SEATTLE WA 98119 CONTACT SCOTT WALLACE Phone: 206 -768 -4016 7717 DETROIT AV SW, SEATTLE, WA 98106 CONTRACTOR MACDONALD MILLER SERVICE INC. Phone: 206 767 -7995 7717 DETROIT AVE SW, SEATTLE, WA 98106 * k* k• k**44 k** kkk kkkA** kk** kk* kk*** kk*k k**k 4k* kk• k *k*'k:4AA *A ** * **kk *kk **k *•k **Ak Permit Description.: HVAC FOR 3 LEVELS OP COMPUTER ROOM, ADMINISTRATION AND UPS ROOMS. UMC Edition: 1997 Valuation: 2,000,000.00 Total Permit Fee: 729.31 *• k* klkkkkkAk4 k kk* kk***k* k** k' kk*** kk** k* kkkkk**kkAkA*k *AkkAk4*kkk *kkk *k ib-4-ev A 4 Permit Center At thor i zed Signature Crate 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 provisions of any other state or local laws regulating construction he performance of work. I am authorized to sign for and obtain th 1 �L� Signature. Print Name: Mai AN/ ICA -. 1n OW vA Ice a.w ., .. .e M AVA .- A10. ma s f. .. ............ fa. Date: t c ' c) Title: This permit shall become null and void if the work is not commenced within 180 day from the date of iszuance, or if the work is suspended or abandoned for a period of 180 day from the last inspection. (�7 CITY OF TUKWILA Address: 3355 S 120 PL Suite: Tenant: EXODUS SEATTLE 3 -- PHASE 11 Type: D -MECH Parcel #: 102304••9069 •k ** *** ** *** A * * **** *** ** * & ** *** k ** k* L*** * * * ** b Permit Conditions: 1. Readily accessible access to roof mounted equipment is required. Any exposed insulations backing material ,shall have a Flame Spread Rating of ,25► or less, and material shell bear- identi- fication showing, "'the fire 'performance rating :thereof. Plumbing permits shall be, obtained through the Seattle -King 'County Department a,f Publ i s Health. 'Plumbing w i l l be sinspected • by- that .a0ency, including all gat' pi ►ing Permit No: M2000-139 Status: ISSUED Applied: 07/03/2000 Issued: 10/03/2000 A *Ak k* * *Aitk *kk ** K k*kk *k1 *4k '(296 - 4722); Electrioe;l permits' s4l1 be 'obtained through the 'Washington Stn►te °Gi,vision' Labor and Industries and all electrical work Wil l be insp b.y! that agehcy (248-6630l. No the tigeac wi l 1 A be made to the plans unless approved by U) Engibeer and.. the Tukwila Building Division. A I $ p,ernr i ts4 inspection records, and approved plans shell evsi°lob `o... at the job site - prior for to the start of ur ►y ednx struction. These documents are to. be maintained and avail- ebl,. unt 11 f i;nal inspect ion apprt�v ►l is granted. All construct i en to be done in conformance w i t;h approved p 1°et}s and< i reemen is of the Uniform B u i l d i n g Code-(199T Cd3i;t;1 onY; ;os emended, Orr i form .Me +:char 14a 1 Cede (1997 E d i t i o n ) and 9 tech i ngtOn State EnergY Code (1997 Ed i t i eon) . Ve, i;d i ty :of Permit.' The issuance of a per Mi t er ap'preva l o p iens spa *c i f i'ca4 tons, and computations sha 11 : not be on strraed to tie: A% permit for or an eeppravai oi', any "vi .l�►tiore of eink\of the provisions of the buildinl,coctes or °of any.. .: other Ordinance of the jurisdiction. No perinit pr'osurning 4o give authority to Violate or cancel the' prgviiQaions of this/ code sia'� 1 be 'vr�l i d • Project Name/Tenant: SAwi' � .E#<bbv Sch a S Value f Mechanical Equipment: Z j o©o, oo o „ octi Site Address : City State/Zip: 3i,55 S 12LD kpe TLakW1LPr, Lop. GMSJt:3Z Tax Parcel Number: InzAr9ei - Q064 Property Owner: =Nrc Ek..14 wnO NI A (-- Gectw w eW gA7" , LLc V 5Aet. Phone: (gip 6 ) 1-c 5t - 13100 Street Address: SQfl . '(00 City State /Zip: ( l ' - r6 a t.ks ■ L.A t 'Arm- Sr- v. 'ik,UiD "" CVl1z14f4 W_,b,,, Fax #: (L,oc) Phone: ( 7_06) a ls. i - Oct l© : 763 ." 44/06 Contracto ct$16% Street Addres City State/Zip: ' 116,..-A.rv- . : 'S - cct -- . wa gics t 06 Fax #: ( 20t;, ) -7 Er - (401 '1 Contact Person: Phone: ( mac ) - 76c er .-, clew 6 Street Address: City State/Zip: ' 11 I *i rat1r- .4V i ii SE IU'_. v.a gTN. i C) Fax #: ( 6) - 7(1,1S - yol BUILDIN+illl A _T,,,. R AGENT: ��, �, imal 6. Delo: 1 .,. 3,. Signature: Print name: V s -• - W' �! IBC_ e Phone: ( ) • ?bli» Ala b Fax #: C ``� p rt . Address: City / State/Zip: p ,_ CITY OF T U - MLA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 P4,s: 20F5 Mechanical Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. MECHANICAL PERMIT REVIEW AND APPROVAL REQUESTED: (l0 RE FILLED OUT BY APPLICANT) Descripti of work to be done (please be specific): Le �... b� C n► u : '� • Q� tEtrC �h. Al .t. vokim- Vttocv rl�a vvc c_ Current copy of Washington State Department of Labor and Industries Valid Contractor's License, If not available at the time of application, a copy of this Ilcens* will be required before the permit is issued OR submit Form H+4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent: If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal, I HEREBY CERTIFY THAT I IMYE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF P /URY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM 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 anJi acc 1112/99 Inech perndi.doc taken by; (initials) ✓ 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 OEM (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 ton State Nonresidential Energy Code. and other applicable requirements of the Washing _ Structural engineer's analysis is required for new and the replacement.of existing roof equipment weighing 400 pounds and greater (Uniform Building Code 1632.1). Structural documentation shall be stamped by a Washington State licensed Structural Engineer. Mechanical Permits COMMERCIAL: Two complete sets of drawings and attachments required with application submittal RESIDENTIAL: Two complete sets of attachments required with application submittal — New Singl Family Residence Heat loss calculations or Form H =6. Equipment specifications. Chan a -out or re . locomen( of existin ; mechanical e ul ► ment Narrative of work to be dono includinamodlfication to duct work. NOTE: Water heaters and vents are included in the Uniform Mechanical Code -- please include any water heaters or vents being installed or replaced. .Submittal ilequiremerits Installation of Gas Fireplace Narrative with specification of equipment and chimney type. If using existing chimney, provide a letter by a certified chimney sweep stating that the chimney is in safe condition. NOTE: Water heaters and vents are included In the Uniform Mechanical Code — please include any water heaters or vents being Installed or replaced. 4Y MI Payment 0' .a *A*4***AA f%crptlft Cod* 000/345.030 000/322.100 sa ar . . sa •1 t W •, ► 'Y •- • •. * #A *A# * . *** * *A * * ** ikA *><:1�1 (A44 *4 OIr:ti44 C ITY or TUKWIL.A, MA fPANf3MI1 * X* *A• 4/44 * *• * * * “i: io .* *44 * *:4#AhAkAm *A + ** *Ah• **4•444 TRANSMIT Numbers 89000360 Amount: 729.31 1 14 :4,. ayiber t Methods CHICK Notations MACDDONALD MILLrU trait: 0114 . u . r :•h_.•• •R4•aa •.MWrr . •.. ap..• ••awa, .••b ••.• • •R 11•w • .t 4?K Y•N.• . W.a .►:.♦ •a .. W • . .•Y• /.14 •.a+.•_ �,•• ., F,. Permit Not M2000-139 Typaa 13 11l CI4 MECHANICA • 1'cnt1IT #'arro 1 Nos 102304••9069 Ste .Adds +•ass s :33:35 0 120 PL L o c a t i o n ; I'IIADC 1/ Total r•uct s 72a.31. 729.31 iota! ALL. Pmts: 729.31 O a Lane.* i .00 *0A *00.tA4001A 4 k.A4 A4* * 4014.4 *A A kA *A4A +444 *AA ln!4c:r ipt inn Amolsr4t I'LAN CIICCK F PIO11KC'ti 145.06 MCCHIiNIr;fal• • Id0NUE0 303.43 •S.Ss •, ...s • • • lr. .: • ♦r • • • • , a5s.a•a M. • N •s., .:. . a ., 0602 10 /04 971 TDTAL 1345.62 Project: xtdittli - Type of Inspection. Address: ai_i .i 6 Date railed; $ -a1 Special instructions: C, ok 7 Y jiff.. 1., t 6111Ak a r VIA Date wanted: s-23-01 • a.m. Requester: '�� ' Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable odes. ' IA Corrections required prior to approval. Inspector: f� i�,r ILIA t 'tl S EINSPECTION . E REQUIRE . Prior to Inspection, fee must be paid at 6300 Southcenter Blvd. Suite t00, Call to schedule reins'ection. Receipt No: Date: lg Project: .. 4. AV Type • f ins • e tldP : .K . r •►..., i - ! ..4 Address: '" r . e called: Special instructions: / 7411 i"....- e wan a,m. eques er: Phone: INSPtCTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: Inspector: INSPECTION RECORD Retain a ropy with permit PERMIT NO. (206)431 -3670 Approved per applicable codes. J Corrections required prior to approval. Date: 4 Q $47.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd, Suite 100. Call to schedule reins . ection. Project: , i , Type of In pectin: /p 0 111,„ .....e Addrer Date called: Special instructions: /c3° Date wanted: a,m. 5 ft9 Requester: Phone: V't INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)43146 0 Approved per applicable codes, COMMENTS: Receipt No: Date; CiL Forrections required prior to approval, ••••■•••=1.111MIIIIMMIIIII■ $47.00 REINSPECTION I Prior to Inspection, fee must be paid at 6300 Southcenter Ellvc_LatitIL100. Call to schedule relnspection. • • , COMMENTS! IP VA - Address: S 0 Date called: 54 I L e c, ti it Special instructions: Date wanted: . 0r- 231 ► 23O V 4j td a.m. � .nt. S .eckiv 1 a „„ 4 ' M v,e) 7 4 Phone: E `°. 1 ,4. Project: �. >c (� � U � Type of1nspetti `; . � ,,,,,�� yr t� Address: S I ; O , Date called: — 1 — U Special instructions: Date wanted: to a.m. � .nt. Rr:quester: � Phone: E `°. .4 o INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Mipproved per applicable codes. Q $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule relnspoctlon. Receipt No: Date: PERMIT NO. (206)431-367 Corrections required prior to approval. Project: r ' Type of inspection: 6.‘ 0 r MO.. A A - 2. • .0 S. Address: 1 )0 ?) Date called: * 0 tr 4 Special instructions: Date wanted: 0 to .m. Requester: , • NIFILM p . .0 Phone: '; • COMMENTS: ' S • MO.. A A - 2. • .0 S. I . • • * 0 tr 4 f VA 4 Oil' 0 to AeC vv' , t. ItOowa% 5.3 rN pE , • NIFILM p . .0 0- 0 1 1 4 P ; Ir ¥ . 1. 4 Or or - ;)ke s.e. atti ci vt et 3t 41•110011011MINIMM INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 A pproved per applicable codes. Corrections required prior to approval. M2000- 139 PERMIT NO (206)431-3670 $47.00 REINSPECTION FEE REQUIRED. Prior to Inspection, tee must be paid at 6300 Southcenter 9Ivd., SuItQ 100. Call to schedule inspectJon. Receipt No Date; • Project: A o(f 3 Type of inspection: /' 11 -I(1 4141 G Address X355 S lib p/. Date .� led: -- ,, a , Special instructions: Oat want • .: P...3 0/ a,m. ►.m Reg • :ter: 01 Y4' Phone: 0E - 1 /23 -V 0 I _ .r - }i A. 4 . 4111 11 MMII L inspector COMMENTS: Receipt No: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reins.ectlon. Date; INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PEtM$t NO, (206)431 -36 Corrections required prior to approval. Pro eet: !• t� c:A_ of Inspeytioaj- . poi Ad Jr : s 1 91 Date called: q ` 0 Special instructions: t'' I ,A r7 r' 1 -ia-- s'I r -> 5-0 Date wanted: w ! X01 a Requester, • ^" Phone• Approved per applicable codes. COMMENTS: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 M2ax)-61 Corrections required prior to approval. 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 ection. .:� Project: P:9 - Type of inspection: Address: ` Date called: Special instructions: / Date wanted: Requester: , r r.. Phone: . 4 ' _ .... At' 6 4, ,,...,.... J Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INsPECtiON NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. te $4 , + I EINSPECTION F REQUIRED. Prior to Inspection, fee must be paid at 6300 Southcenter Blvd, Suite 100, Call to schedule reins ection. Date: 0 § LL� Project. Type • Inspection: C wr Address: %7 -. Date called: Special instructions: IL14 1- 5 Date want-. ftequeste : i;Iv.. phone: • INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 A pproved per applicable codes. COMMENTS: 0 $47.00 REINSPECTION EEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd. Suite 100. Call to schedule reins action. Date: Receipt No: INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Corrections required prior to approval. Prof t; ALA. 4 • Typ • • f s pection: CJt.. _. .. Ad • rem Date called: Special instructions: / PHI I \ Sea Date wanted: a.m. ..m. Kequ ter ; // Phone: COMMENTS: r H INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION INSPECTION RECORD Retain a copy with permit 6300 Southcenter Blvd, #100, Tukwila, WA 9818&' (206)431 -3670 Approved per applicable codes, [Corrections required prior to approval. 0 $47,00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must ho paid at 6300 Southcenter Blvd. Suite 100. Call to schedule roinspectlon. Receipt Nu: Date: ��G.� "'� <. ;• Type d Inspection: J Addre45:' "= Dat I Spedial4nstru"ctions: Date ante . a,m . Requester: Phone: Dato: [� $47.00 REINSPECTION F.EE REQUIRED. Prior to inspect on, foe must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reInsaaction.. (Receipt No: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 56t Center Blvd, #100, Tukwila, WA 98188 Approved per applicable codes, COMMENTS: INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431-3670 Corrections required prior to approval. A - ' • ' ha 1 (16 5 44 -111- pi 1 a II F i , 0•0 b Date cal a : 1 I / ., Snecial,ipstryctions: 1 ,,, , evit , I Date wanted: 1 (Z, ,m. / I / p.m. Requester. -- L 1)vg-T Ph one:_voo` - YI 3 —ii (40 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, # Tukwila, WA 98188 Fg Approved per applicable codes. $47,00 REINSPECTION FEE REQUIRED, Prior to inspection, No must be paid at 6300 Southcenter Blvd.1 Suite 100. Call to schedule reins action. Receipt No: INSPECTION RECORD Retain a ropy with permit i Date: nla000' arX PERMIT NO. «, (206)431-3670 Corrections required prior to approval. COMMENTS: ro ,, Type of Inspec ion: I Sri Address: 4 2 It() PI __...,.= ,, z( &c� 4,12,. E/ 7 :::: d a.m. phone: V " • "1(08 8 — if"V 1P p S 1"edr - Do ....21.___, / Lc p 7 c(/ /ii � . A ∎Ai �d L � � ��. / = 2gdzfe ...5;e • +� � � j II ,ice SPA e7 oy(f -_.. Project: di i Type of Inspec ion: I Sri Address: 4 2 It() PI Date ailed: to.� -44.) _ Sp al instructions: ci ) r / :::: d a.m. phone: V " • "1(08 8 — if"V _ INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 PERMIT NO. (206)431 -3670 pproved per applicable codes. EI Corrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd. Suite 100. Call to schedule reins.ection. Receipt No: a. January 9, 2002 Mr, Scott Wallace 7717 Detroit Av SW Seattle, WA 98106 Dear Permit Holden City of Tukwila RE: Permit Application No. M2000.139 Location: Exodus Seattle 3 - Phase It 3368 S. 120 PI Department of Community Development Thank you for your cooperation in this matter, Sincerely, kct( i . ' (1,..) Kathryn A. Stetson Permit Technician Xc: Permit File No,M2000.139 Duane Griffin, Building Official Steven M. Mullet Mayc ANNIIMIP Steve Lancaster, Dlrectc 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) 431 - 3670 to schedule a progress or o final inspection A progress Inspection Is Intended to determine If substantial work has been accomplished since Issuance of the permit or last inspection: or it the project should bo considered abandoned. If such determination is made, the Building Code does aitow the Building Official to approve a pga•t/mo oxtonirigp uA 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 February 19, 2002, your permit will become null and void and any further work on the project will require a new permit and associated fees. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206.431 -3670 • Fax: 206431.3665 1 Unit En A o O Thlukn lac) WANi 00.70 13 12 5 20 20 50.06 10 10 1 MI 20 40 100 21 17 13 20 00 — 120 21 10 10 20 75 130 21 21 17 20 00 140 22 23 10 10 105 100 20 20 22 18 , 130 - Walt _ Mi=111 80 60.95 MI C 0 109 Ma IIMMEMIECIENZI 101/4 mamma F1 177/6 80.100 80.120 Ir://1:321 80.130 80.140 19'/a mg 26' /a 23 31 201/2 10 22 80.160 EpM lei )1313, a.B, a 553, 315, 135 5, OLD, 6DD, at t, 3e., READ Air) SAVE THESE INS 7 ZUCTIONS OREENHEC P.0. /0X110 zCHOFtfl0,W11CONSIN PH. 71$•151.1171 www.lninhieEeom FILE copy __.__ Ma • el SQ Direct Drive Centrifugal Inline Fans Installation, Operation and Maintenance Manual Installation Upon receiving unit, check for any damage and report It immediately to shipper. Also check for all accessory items am accounted for. Move fan to desired location and determine position of access panels, discharge, and motor. Attach fpn to suitable framework as specified (hanging or base vibration isolators are recommended). See Mg. 1 below fordirrmislOaAbration isolator centerlines. See Fig. 2 for physical dimensions. C, The voltage rating of the motor must be checked for compatibility to supply voltage prioMd Wel electrical connection, Electrical lead -in wires are then connected to the factory supplied safety disconnect switch. Ail wiring must c nforrt1t gcal and national codes. Vibration Isolator Dimensional Data C � "'rte"" '• tit? SQ Dimensional Data A Pre.Starting Checks Check all fasteners for tightness. The wheel should rotate freely and be aligned as shown at right. Wheel position le preset and the unit tested at the factory, However, movement may occur during shipment, and realignment may be necessary. Centering (height alignment) may be accomplished by loosening the set screws in the wheel and moving the wheel to desired position. FIg, 2 1/4" 8Q 1011 100-160 SO 130.85 Gap? /8" Fig. 3 Wheel Rotation All 8Q fans have CW wheel rotation when viewed from top of fan, Fig, 4 PN 453077 Maintenance Motor maintenance Is generally limited to cleaning and lubrication (where applicable). Cleaning should be limited to exterior surfaces only. Removing dust buildup on motor housing ensures proper motor cooling, Greasing of motors is only intended when fittings are provided. Many fractional motors are permanently lubricated and should not be lubricated after installation, Motors supplied with grease fittings should be greased in accordance with manufacturer's recommendations. With motolfhrEr ��,.rr lEI � l 4 °F (40 °C), the grease should be replaced after 2000 hours of running time as a general rule, ii""11 �„ Wheels require very little attention when moving clean air, Occasionally, oil and dust may accumulate caµn,injbal When this occurs, the wheel and housing should be cleaned to ensure smooth and safe operation. 1r aLL�11,n All fasteners should be checked for tightness each time maintenance checks are performed prior to, A proper maintenance program will . s y depends service. DEVELC}PNi EN'f � 1' M SI - I3 i :v t ;j I Problem Cause Corrective Action Reduced Airflow System resistance too high Check system: for proper operation of backdraft or control dampers,obstruction in ductwork, etc. Unit running backwards Correct as shown in Fig. 4 Excessive dirt buildup on wheel Clean wheel Improper wheel alignment See Fig. 3 and Pre - Starting Checks Excessive Noise or Vibration Wheel Improperly aligned and rubbing - See Fig. 3 and Pre - Starting Checks - - -- Foreign objects In wheel or housing - Remove objects, check for damage - -- Unbalance of wheel caused by excessive dirt and grease buildup ---- - -.- -_ Remove buildup Unit Size Width Height SO-60-75 9 8 SQ 80.95 12 11 SO-100 13 13 517.120 15 15 SO-130 17 //a 17 50.140 19 19'/e SO-160 22 22'/s Troubleshooting VENTURI HOUSING f Side Discharge DI charge Make sure discharge is orientated in the same direction as originally ordered, performance will change vith different discharge positions. Refer to pig. 5 for proper side discharge definition. Refer to the CAPS program or consult factory for performance corrections. Inlet Fig. MOTOR COVER Width Milne Discharge Height NOTE: Before taking any corrective action, make certain unit Is not capable of operation during repairs Replacement Parts WHEEL MOTOR ACCESS PANE MOTOR Right Side Discharge Side Discharge Duct Openings VENTURI PANEL WHEEL ACCESS PANEL ~' TO COVER MOR NOTE; Each fan bears a manufacturer's nameplate with model number and serial number embossed, These numbers will assist the local Oreenheck representative and the factory in providing service and replacement parte. WARRANTY Greenheck warrants this equipment to be free from defects in material and workmanship for a period of one year from the date of purchase. Any units or parts which prove to be defective during the warranty period will be replaced at our option when returned to our factory, transportation paid. The motor is warranted by the motor manufacturer for a period of one year. Should the motor prove defective during this period, it should be returned to the nearest authorized motor service station. Greenheck will not be responsible for any installation or removal costs. 10M SQ 5 -00 FS . ",09/08i00 1=RI 09:12 FAX 200 281 0920 �p 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 Mandevi, P,E. , Ma Tech Dated: Aug. 18, 2000 3.S me is 2. 4 -Rater to architectural response 5 -The details are provided by structural engineer, 6 -No manufactured duct is being installed in this job. 7- a-Mechanical crewing; are revised to show a FSD at the wall penetration. b. Mechanical drawings are revised to show FSDs alt is coorclnated with architect. It is not a separation wall, Saber• Corporation fa' 002 ARCHITECTURE GROUP RECEIVED SEP 0 8 2000 EXODUS SEATTLE 3 MACDONALD - MILLER 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 85 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 and 100% air will be exhausted from building. This will help saving energy. tt' �ir�trt 00 C 2- Mechanical drawings are revised and reference to wall rating is deleted, Only Q 1.0 architectural drawings will Identify wall ratings. C oo' pER CORRE TION 139 BEY ARCHITECTURE To: Re: e are sending you Via: the following Items: For Your Action Required: RRS TRANOMITTAI, ONLY: Matt Mathis Air Systems Inc. Exodus 3 Jobsite 3355 South 120 Place Seattle, WA 98188 MECHANICAL. ELY; Haynes Lund W/ ATTAQMMENTO: PERMIT PHASE 1 & 2 X • hatted O Mall O Prints O Submittals X Information and use O As Indicated DoaMpf+on Revised Rooftop Equipment Noise Analysis (Phase 1 & 2 By JGL Acoustics Inc. 1 Structural Calculations for Rooftop HVAC Anchorage By Engineers Northwest FILE X ❑ O under separate cover O Overnight O Letters O Sam es O Review and comment X No action required ❑ TRANSMITTAL Date: Project #: Project: O Courier O Originals X Documents 0 As = + uested O For signature ❑ 09/20/00 00 -10.08 Exodus Seattle 3 at Intergate.East X Hand Delivery 0 Approval Doled 9/19/00 Sept 2000 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. RECEIVED SEP 2 0 2000 EXODUS SEA'T'TLE 3 Qr \Ip•EACT\ExQQUE1 \QQ +t Q•GQ \WPWMIT•AIROYRI.00C 0 0 SABEY ARCHITECTURE ❑ 12201 Tukwila International Blvd, Fourth Floor ❑ Seattle, WA. 98119 ❑ (206) 281 - 8700 ❑ FAX (206) 282 -9951 SEP— 1 9--00 03:1 9 PM JCL AiCOUST Y CS September 19, 2000 Sabey Corporation 12201 Tukwila International Blvd., 4 Floor Seattle, WA 98 168 -5 121 4256490737 Attention: Mr. Haynes Lund Subject: Exodus Seattle - III Revised Rooftop Equipment Noise Analysis (Phases I & 2) Dear Haynes: This report summarizes my findings regarding the issue of environmental noise radiation from the rooftop mechanical equipment proposed for the Fixodus Seattle - III project at lntergate East (Building #5) in Tukwila, WA tntergato East is a five building industrial complex located between highway 99 (Pacific Highway South) and But 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 now noise information obtained on acoustic tests 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 Trane model SXHOD134 air - conditioning units, 50 Aerovent 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 Aerovent 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 radiated across property lines. The subject property is zoned industrial, and so is the adjacent property in an directions Thera is a private residence located approximately 270 feet south of the building, but the home is located on property that is zoned industrial. The nearest nCOUSiICS.IOC ( tn1 uIfrng S'r'u rat in Sound 14 Vibration tnlrr,l Mm. C; I Jh. i!i'. hhvkr,r P . 0 2 i114rtJ11 IWNp411t tVA'rf411 flrt* W,4�t.r9a1t4.1 r4t 421,1444e17 SP-19-00 03 :19 PM Exodus Seattle - Ili 09/19/00 Page 2 of 4 JCL ACOUSTICS 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 dIA 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 SO dBA at night, where night is defined as 10 pm to 7 am Since this equipment operates continuously, the nighttime noise level will control the acoustical design at nearby residential properties. Equipment Noise 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 were taken to verify the accuracy of the manufacturer's data, as well as to compare the relative contribution of the noise from the compressors and the condenser fans. 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 residential properties will exceed the noise ordinance by a substantial margin unless noise mitigation is provided. Noise Mitigation In order to meet 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 RCOUSiICS.IAC. 1g ("§ SEP -22 -00 09:29 AM Exodus Seattle - Iii 09/19/00 Page 3 of 4 JGL ACOUSTICS 4256490 ?Z7 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 — 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 ofrwith 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 JAC. The recommended design is the Type SFS, which is absorptive on both sides of the pane!. This is required for the N -S noise barriers because there will be rooftop equipment located on both sides of these walls, If ono side is lett as reflective, it could reflect noise back toward the residential property. The E -W noise barrier at the south edge attic roof ohould be Type PS (absorptive on one side only) with the absorptive side facing the rooftop units, Figure I presents the results ofa noise barrier analysis for this project. This graph presents three curves — each curve shows the predicted noise level from the rooftop units as a fbnetion 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 properties to the south, Tho top curve in Figure I represents the predicted total noise Icvcl at the Sherlock residence, which is located immediately south of the Intergatc 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 Intergate West. Thr; curve marked by solid triangles represents the residential property approximately 500 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 S), the noise barriers for the Phase 1 and 2 units should be designed to achieve a noise level no greater than 46 dBA. As shown in Figure 1, this will require that the top of the N -S noise bait ici he 5 feet above the top of the AC units. To protect the residential property to the P.02 ACOUSiICS.IilC. SEP- 19-•00 03:21 PM JGL ACOUSTICS Exodus Seattle - iII 09/19/00 Page 4 of 4 If you have any questions regarding those findings and recommendntions, do nut hesitate to give me a call. Very truly yours, JCL Acoustics, Inc. 'SAAll Jerry 0, Lilly, P.E. President Member INCE, ASA, NCAC encl. 4256490737 P.05 ACCUSiICS.IflC. south, the E -W barrier need only be I foot above the top ofthe AC units. I should also point out that the height ofthe 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 course, 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 - 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 ofthe 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 he 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, H' necessary, 1 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 ware shown to be in compliance with the noise ordinance without the rooftop noise barriers, I sae no reason to revise these noise level projections. Exodus SE -3 Rooftop Unit Noise Barriers Section View Looking North (Scale: 1" = 40 feet) Noise Barrier (typ.) Exhaust Fans RTU (typ•) 9/17/00 SK-1 A U 0► A 6 SEP -19 -00 03:21 PM JGL ACOUSTICS -3 -2 - 1 —a— Sherlock Residence • Top Floor Apartments —4t— Residential to South Assumes 6 N•S and 1 B -W barriers for Phase 1 and 2. 4256490737 Exodus SE.3 Figure 1. Rooftop Unit Noise Barrier Analysis (Phase 1 & Phase 2 Units Only) 0 1 2 3 4 5 Noise Barrier Height" (feet) 6 7 8 Barrier height is relative to top of AC units. Note: Analysis is based on noise tests conducted on 9 /9 /00 P.07 .1 • • • t . 4. • , - © Transportation ii C NOISHIELD® S OUND BARRIER c 1 7!n f i §2 ,,,,ie 4 , t ry P 4 1 +.. ,.. .,. • it I. • ,. , &HIGHLY ABSORPTIVE SOUND BARRIERS MAXIMIZE NOISE REDUCTION • I :1 1 • GALVANIZED STEEL OR ALUMINUM CONSTRUCTION .,FREE•DRAINIKIG DEqIG3N .LIGHT WEIGHT ',EASILY INSTALLRD vt • SOUND ABSORPTIVE ON ONE OR TWO ID S t COST E ECTIVE • SELECTION OF WEATHER - TESTED FINISHES 1 ' : •:RELOCATABLE • FREESTAF DING d i�D ;ON CLADDING • HORIZONTAL OR VERTICAL fNSTALLATION . .. •y{ •�. • '! BULLETIN 8.0001. . INDUSTRIAIL ACOUSTICS co • • • •. •% • T .. • `sf; ;............, I Boston, Massachusetts Mllwoukoo, Wisconsin Fridley, Minnesota TRANSPVRTATION NOIShiELD® SOUND BA highways 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 (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 NOMINAL THICKNESS WEIGHT, lb/1t (kg/m') APPLICATION Sloes iS) Aluminum (A) 'S@locs PSi lot nopti@f low iffVuo,wy 11011011661011 lo66 ACOUSTIC PERFORMANCE CHARACTERISTICS 5 in. ( 27mm) TYPO F9 /S 0.5 (201) Typo FSVS' 8,0 (42,0) • Typo FS /A 4:5 (260) Remanding dlongstdo highways, rails, suljwnys, morale 5 in, (127mm) Type SP943 9,9 Typo SFS/A B_2 (26.4) Froosidnding boiwoon highways and Ironingo toads_ Transportation NOISHIELD Barriers aro 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. formanco, Type C modules are used to clad now or existing non•absorbing barriers while Typo FS and SFS are freestanding walla which combine sound transmission loss (125 Hz insertion loss less than 10 dB) and high sound absorption ratings. Freestanding Type FBI is used for applications requiring 126 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 0 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 COMMUNITIES AC %INST 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 barriers 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 APPLICATION Typo_P8 /8, FS /A and F8V8 Typo SFS!S and SF 8/A Typc CIS and C/A . . Typo C12/8 and C+2 /A NOISHIELD BARRIER INSTALLATION NOISHIELD Barriers are engi• neared from the foundation up for structural and acoustical integrity and economical installation. Low weight modules slack between posts to achieve required wall heights NOISHIELD barriers can be installed with horizontal or verti- cal reveals to satisfy aesthetic and architectural considerations NOMINAL THICKNESS 2' /d in (64rnri) WEIGHT, Steal (5) Typos CIS 2 0 (0.8). C12/5 2 3111 21. C38'S 2 8113 7) Ib/H' (kg /m') Aluminum (A) Typos CrA 1 1 15 4). C12JA 14 (0 ID. C38?A 1 g (9 3) Apply to new ti, rebofit Q*i9ling metal. wood wick. Concrete, Mono or OtNot nei50.relleang wfilif Select 'typo C12 and 038 erirnrlcod I2fi Hz MOW Ilb6ot0l' ©n SOUND TRANSMISSION LOSS DATA, dB ' /,Octavo Band Frequonoy, Hs , 126 , 290 , 800 1K , 2K 4K —Obi Typos FS/ and SFS'S 21 , 33 10 , 33 32 20 Typo FSYS , 24 , 30 , $1 33 , 25 , 30 Typos FS /A and SFS/A 20 , 31 37 30 , 30 28 Alt ath an necoloorten won ASTM E PO AND E 413 BOUND ABSORPTION COEFFICIENTS '/3 Octavo Bond Cantor Frequoncy,Hs 128 , 250 600 1K , 2K , 4K , OK 1.12: 1.12 1.10 1,01 , 0.86 0,76 0'57 0.49 1,04 1.14 1.05 0,00 0.95 0.87 0.30 1.05 1.07 1.01 0,95 0 88 0 78 0.48 1,08 , 1.10,_0.99_ 0.92,083, 0.78 Type C38/S and C38/A 0.68: 1.16 1.10 . 1.03 . 0.90 81 0.76 . 0: All do 14 in accordanca wan ISO S tanaard354,AS owl E413w,n 12011: (11.15rn'l mpg Pawl. in 10,00011' (2$3m r@v@tp@ralion 10pm, Typ@ A mQunlinp Co lhc,0nt$ Banter than I 0 rosutt !tom ado dellracloon cloche Do not use sound absolplion values praate than 0 95 Low lrequ0ncy trantip01. tattoo nolsa manta: STC and NRC enaPp'OOrtata VI d@$C(OI WWI P6t10nnanCti Existing reflective Farrier Type C Horizontal Retrofit Portland, Oregon Chicago, Illinois 1; ' Ift �.: London, England •, Type FS Vertical Free Standing ULrna�u, t 11015 W. : Specifications BELL VUE, kW. 58004.6321 P [ u6; 454 -0701 Transportation NOISHIELD Sound Barriers FS /S Module 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 Sped - 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 /ftz (38,7 kg /m Barrier modules shall be fabricated of metal and designed with a 1/4 in, (8mm) stool internal restraining cable attached to the structure, The cable shall 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 modulo to modulo, A sample of each color to bo 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 stopped where the top or bottom of the wall change elevations, Barrier modulo 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 coating. 2.6 Acoustical Characteristics 2.8.1 The barrier shall incorporate absorptive sound mate- rials to prevent reverberation of noise between parallel walls, between vehicles and nearby sound barriers, and noise refiec- Lions 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 I /3 octave band center frequencies of 125, 250, 500, 1000, 2000 and 4000 Hz. THE STANDARD OF SILENCE 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 38, 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. Rebar in foundations shall be grade 80. Concrete In foundations shall have a compressive strength exceed- ing 3,000 psi at 28 days or an required by the approved design, 3.6 Bearing blocks shall be EPDM, neoprene, or rubber, 80 durometor. 3,6 Material Testing and Certification 3.8,1 Acoustical testing 3.8.1.1 Certified test reports shall be submitted to dem- onstrate compliance with the Sound Transmission Loss and Sound Absorption Coefficients specified. Tests shall have boon 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 be performed in accordance with ASTM C 423, Typo A mounting. 3.0.1.3 Transmission Loss Tests shall be performed in accordance with ASTM E 00 and ASTM E 413. 3.0,2 Module Tasting 3.0.2.1 Modules shall be tested for accelerated weather- ing in accordance with ASTM 0 23 or G 26 in a NVLAP certified independent lest laboratory. After 2,400 hours of testing, modulo samples shall not exhibit chalking loss than No. 8 per ASTM D 4214 or color change greater than 5 NBS units per ASTM 02244. 3.6.2,2 Fire resistance tests shall be performed on non- metallic materials in accordance with ASTM i! 84. All materials shall have a Class A fire rating with flame spread not greater than 25. 3.8,2.3 Modules shall be tested for corrosion resistance in accordance with ASTM 8117 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. All designs and specifications subject to change without notice. Metric dimensions nominal. Request long form specifications for Types FS/A, FSL/S, SFS/S, SFS/A and C. INDUSTRIAL ACOUSTICS COMPANY SINCE 1949 -- LEADERS IN NOISE CONTROL ENGINEERING, PRODUCTS AND SYSTEM$ UNITED STATES UNITED KINGDOM GERMANY 1160 COMMERCE AVENUE CENTRAL TRADING ESTATE SOHLWEG 17 BRONX, NEW YORK 10462.5599 STAINES, MIDDLESEX, TW18 4XB 0.41372 NIEDERKRUCHTEN PHONE: (718) 931.8000 PHONE: (01784) 456.251 PHONE: (02163) 8431 FAX: (718) 863.1138 FAX: (01784) 463.303, TELEX: 25518 FAX: (02163) 80618 TECHNICAL REPRESENTATION IN PRINCIPAL CITIES THROUGHOUT THE WORLD PRINTED IN U S A GRAVEL BASE SECTION A -A TYPE SFS /S ANO SFS /A NOISHIELO TRANSPORTATION SOUND BARRIER 1111111111111111111110. JELL ,SFS/ SOUND TRANSMISSION LOSS: ASTM E90/E413 STC 31 STC 38 SOUND ABSORPTION : ASTM C423 NRC 1.0 NRC 1.0 FINISH: THERMOSETTING POLYESTER POWDER COATING ASTM 8117 4800 HRS ASTM G23 2400 HRS ALL TESTS CONDUCTED IN NVLAP CERTIFIED LABORATORIES SOLID SURFACES FOR WATER RUNOFF SOUND ABSORPTIVE FACES PERFORATED SURFACES FOR WATER DRAINAGE THIrCe 1GN A IORAVIN6 TITE EKCCCISIVE' 'ERIY`CF T1( ITDUSTRIAL ACOUSTICS CiNANr, ITCIRPORATEO. MO 15 S111• NITRO AS CO►F111EH11AL I1F1RHAIIQ4 IN CpHECTIc i WITH YOUR INQ.IIRv. IT LUST TAT 01: USED FIR ANr OT►ER FIRPOSES Tat cm IT BE CIPIEO CTR LOATEO vIn an vRIITEN FERNIS- T T T : • T• i AT Y ISSLE B INDUSTRIAL. ACOUSTICS COMPANY, INC. 1160 COMMERCE AVENUE BRONX, N.Y. 10462 ets STRUCTURAL STEEL ANO PANELS DESIGNED PER AAHSTO GUIDE SPECIFICATIONS FOR STRUCTURAL DESIGN OF SOUND BARRIERS, 1989 8 03/21 VI NOISHIELO TRANSPORTATION SOUND BARRIER SSLE DATE BY CESCRIPIIIN OF 1SSLE SCALE z EXODUS T.I. ROOF TOP HVAC ANCHORAGE TUKWILIA, WASHINGTON STRUCTURAL CALCULATIONS SEPTEMBER 2000 ENWJOB NO. 99136004 DEG N CRITERJ CODE: 1997 UBC WIND: 80 MPH, EXPOSURE C SEISMIC: ZONE 3 ENGINEERS NORTHWEST, INC. P.S. • STRUCTURAL ENGINEERS 0069 W0001AWN AVENUE N.E. SEATTLE, WA 06115 (206) 625.7660 FAX (206) 522 +4490 Lz�S 00 :9699 gas 90z S3i11d3S MN3 :AS INN PROM : AIR SYSTEMS INC • Figure 3.2C SjIC Cooling 4 Nesting Unite (00 through 130 Ton) e' -7 116wn 0/4' .o•• o.... 1 16.4 i /1' ......, ....R.....•■••.. ,,•••■•••••• 1 4'.0 1 Y /ge l. .• t11/3r 1 /'., 1 /g' ...� ! 1 , •11 1 /I` ...owe i n' -u 0 /1' 11'•10 20 /74" FAX NO. : 2069890R2 Sep. 19 MOO OS:34PM P2 CxAetlet Nr I . ✓ //. 1°.** 4 ` ` . '.0 4 %N ia "10 r Lifting .Itg p� (I Paints) �1b ltd.. In Ilelr 41 1i I' ,r eV ..•" � 1 1/4' C.ndensata firkin Milli 0114..1 / '••' Port homier flrein f11.1.r •• trod. 0.111) g {/r Rlr, Nek s WIN' Sr. no). ter Maim for Us. Piping sr n.L witur t ag Letend A r 1 1 /0' 111x. Hulr fer field instating DC wiring t,rininetind ■t {Tito. I it 1 1 /A` Pia. Nett fer field ilIMlwllnd DC wiring terminating at I'r1116 C • 1 1 /01' Die. Hale for Inwtrlllll1 AC ventral wit'ing laminating at ITA11. I) • I 1 /11* Dia. Hula for installing AC in pc neutral wiring terminating at ITn17 t v 1 /11 Din Mele fer malls power wiring. Y 1 /ae II 1q/1r FPr'r NCI l V elm?, `r'o G loX 15 ,'3 F► v.)/ X12 162-ilf sll� /4111I '1R apck2 St1F h Rl �I 1 \ 1 6 f6q , �* � - � I'ZP 49 /c Pk,244,W- `t'fP O /iR /fill Mf1N 17.A7 Madder Air 4'•0 3 /d' 1 I t$ /d' Orlilr nett Oath hues CI 1 1_ p 7/4' gt rTY.uy in noen 1 1 3111VBS MN3 :AU 1N3$ Eq. (32.1) Eq. (32.2) Eq. (32.2) Eq. (32.2) 6q. (32.3) thsulvdhumweactil Anc force (WED) Anchorage forme (WOD) Job number Job mites 0? USc Section 1830.2 Equipment anchorage lateral forces ( Applies only to equipment weighing 400 d or more) Sec. 16321 In Seismic tone Soil profile type Ns Equipment weight is equipment mounted on a roof or on ground Anchorage force (WSD) Cm• Ca' • Ip • epIRp • ap/Rp• ap/Rp • hrx/hr • Fpu• 4.0'Cn'Ip'Wp • Fpue ep•Ca•IplRp•(1 +3htrfhr)Wp • Fool ap•Ce'lp/Rp•(1 +3hxAw)Wp • Feu* ep'Ce'Ip /Rp'(1 +3htrfir)Wp • Fpu* 0.7•Ce'Ip Wp • . i. • .ii. • f � ., . i. . • • . •/ , r '.11. +11 '1. 1 1 1. 41 • Wald epuinmgnt. ripidi_mouted Lbsubmikimmagdid gE iy ,� on vi ion isoistors Fpu design • 1,7600 'W Ultimate Fp design • 12671 'W Working (1.4 ult. factor ) Fp design a 19,4611 kips Sae faobgtss 011hru 3 be ow See 87 WIC footnotes 014 Table 16.0 ENGINEERS- NORTHWEST, INC.P.S. SHEET OF 6869 WOODI.AWN AVE. N.E. (SUITE 205) Rev. SEATTLE, WA. 98115 W a unit weight (kips) 0 .M Seismic coefficient 0.4l • Ca•Na ( Ca' not +• Ca in seismic Zone 4 only) 1.00 0.9333 Flexible equip. attached below c.g, 0.33,33 Rigid equipment - rigidly mounted 1.1017 Equip.eupported on vibration isolators 1.0000 et roof level 1.7600 IN Upper bound ell Zones 1,4667 'W Flexible equip. attached below e.g. 0.6867 'W Rigid equipment - rigidly mounted 2,0333 'W Equip,supportod on v4brsbon isolators 0.3080 'W Lower bound ell Zones Fpu design • 1.4687 'W Ultimate Fp design is 1.0470 'W Working (1 ult. factor ) Fp design • 16.236 kips See fbcrb*otes 111 thru 3 below Fpu design • 0.6987 'W Ultimata Fp design ■ 0.4190 'W Working (1.4 ult. footer ) Fp design w 1.491 kips See footnotes 01(hru 3 be NOTE:- 1.) For anchors that are net embedded 8 diameters minimum multiply the above anchorage factor by 2.0 for the anchor loads 2,) Tb1.16.0 - footnote $ -"Only anchorage or restraints need be designed." 3.) TbI.16.0 - Footnote 19 - "Anchorage shall not to resisted by gravity friction." 97 UBC Equipment dIZ :s 00.61 8699 ?ZS 90Z Tb1.1S -IC Tbl.16J ( If unknown tse'SD" ) Tb1.16 -S a U ( Greeter then 1.0 only in seismic Zone 4 ) lips input (R or G) Tb[, 16-0 3.0 Tbl. 16 -0 3.8 MI, 18- 0.3.86C note 14 9/19100 97EQSHR.xis !3111V3S MN3 :A8 INN u§ ENGINEERS- NORTHWEST INC. P.S. 811619 WOODLAWN AVE. N.E. • SUITE 205 • SEATTLE, WA 98115 • (206)525.7660 • FAX #! (206) 522.6698 k5,0 uO% OTM4:. 4t$"lc4S'Z/r3i RW1=1 1(50 f fl57. olo,511.4,4.:i/ moky Nalirt- Fox- 44.#412vsievi tpc5 ,13 2 71 4 /4ff 05 4vz f,1' M Q4 1"x2. eilfdi/f DRw44)17 Wrealad �a 1��G `►o �1ox f5,3 Pgki414AsittsVt-' PPWitt . \4 "I° II 5 OF, ( r• 4 f " "7 14 / M►� u,►J�� WWI Guaati CA - U0 PENTHOUSE ROOF FRAMING PLAN Q 1 S.I.EVATQILMA_CHINE ROOM FRAMING PLAN td' or enae. slab • hN. a' SECTION B - 8.3 PINCIN IWM I • r. __....r . - SECTION G-•8.3 1(1 wl CW. ♦'•q• Itl' X-14 I@' PLAN OF CURB_ FRAME FOR 15.500* UNITS QJ Ox 15.3 MCCII. CURB TOP FRAME- 1 ' CPC 1001.1 C1@.Io.i CI9•14.J■• SECTION H -8.3 SECTION C -8.3 1 • ••''s' • fl ^•I to TYQ. DFT, 01Q.ER LQNC WALLS OF ,1 ...W'HTS; SECTION K -8.3 N t W 3111• S M 3 :Ae 1■3S DIAGONAL BRACE ELEVATIONS MMI I.} •41 OOL9 "W U. K u i _{ 1.5 tMU N KO Z. ML O$ I. KAM Let &al U. 1 too VOWS SCE FUNS. I�WNt 4U aKc 'Wyly/10m SECTI NI ' OP et W f WA 1 wdNrt pJh ; », r ..,:. Ire f wars cr WWI SECTION , trrrie 3 �, trmwnfri EP VI 01 (:"� TYP, DEI...UNDEB ,.... .OR ,WALLS ,. .Q 15.500# UN T,�,l SECTION L ..8 3 "4-% C i VS 0 • ■•■••••1J :INdZZ:S 00 S :9699 ZZS 90Z tIvt TA. Cat. miaVC . -4r. rats cf)Sh Pt* orki E -8 3 ,� a. '• • A)riic .,,ir "vP, ROOF ClaLiallAil. S WC. (1m4 to M ?N f sm. Mr W , .Pf, I fr / 1 ttil uw try. . O:411 CO Ins, il,I., i;' 4 , iv CURB..IUPPOBJ ,f R#MIN 1113.21 .1t12.91.12160 J SECTI SECTION I:. .i .afa..••••■••••.a. , , it +H CURB FOR SUj'P`Y UNITS OURO FOR E7,HAOT KNITS. t3111Y3S MN3 :A8 INN 1 $1 aNsisss .N3W3A0i1dill 1NVN31 II 3u11.Y3s sf100X3 SHIN) MUM • di.+� plots al . 1104 r WO r* ran � 00 • w ..• wag aa Owl eawk N. • W r IPITOO ,f • M he{ ~II i . � •/•• •ne• !M WWWP • .. - . • • • • M.... • I 1 riMN w- • . assoasese r I -r. • • • • rr.NS... SIPS. ..SSE r.. .-w. - . -ew .ww.w. • ••••=sisr.w . r i. eases. T ••••••• ..-M w.•..o. tswaso.• •rr... . - ♦ • wm • • rw1 - -• ..!• a.- wwwrss..W.rw ••••■ row., m. ,.. •.•w �.�.rw�r wr-w, ISSIonore wow. rM'M....•ww resys M .ww.w SENT 9Y: ENW SEATTLE; 0urww r..r... . A ra • • ,-..... 11 • .r WSIONS w1••••• ssessor tint3larlint4 2J0.1 inT`I5 I V a 'Alyl! 110! • SNOW* � +t .f� 0 rw wog ocaw 9/0 w e . .Ike ' • ) V 5 4.1 y M ' /O.i S Now '103 'i'1 IN! .0 -.I - .f S' -V N0u103S rr 206 522 6898; S T9 -0 N•J0 • woo '4A1 A .yc- . ma 'du edlNi0 f. ilenfamoril W.11 ,g: 1 ri. "Ito 74 f�>f t1INf'1 A'leidfl8 864 tiara f I. /N.t *•O.fir troi 9570 6RMITTERYanTIINtr5 •.: ./raw• • pta.r..i list .Iv- .041•ye ..�... .;y Moil 0 + % • Jr► 1'i '074A .f 011.035 ...nu/39 40•9 NO .r..$ ..ma�•y� 1 /4t $ 1 (13. WWI 11117 r /•.! • PM. I I 'r 0t a•O rr ewrSW••••e: • e. MEW r .0- S N011 / Permit File No.: M2000 -139 Date: August 10, 2000 Reviewer: Nora Glerioff (206431 -3670 FIRE DEPARTMENT REVIEW COMMENTS Project Name: Exodus Seattle 3 -- Phase II 3355 South 120 Place 1. This mechanical permit will not issued until a noise study has been received and approved by the Planning Division. August 10, 2000 Scott Wallace MacDonald Miller 7717 Detroit Avenue SW Seattle, WA 98106 RE: CORRECTION LETTER #1 Development Permit Application Number M200O -139 Exodus Seattle 3 — Phase II 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 at the soma Nmc 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 ,ruts 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 (leach document. In order to bettor expedite your resubmittal, a `revision sheet' must accompany every resubmittaL 1 have enclosed one for your convenience. If you have any questions, please contact me M (206)431.3672, Sincerely, 14140 Brenda Holt Permit Coordinator encl xc: File too, M2000.139 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 BUILDING DIVISION REVEIW Tukwila Building Division 6300 SouthCenter Blvd. Tukwila, WA 98188 206 -431 -3670 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 M8.3 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 connections for all roof mounted equipment weighing greater then 400 pounds. 8. Not on the plans, the limitations and requirements of "Combustibles within Duct and Plenums" found in U.M.0 Section 601.4. 7. 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 M -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. No further comments at this time. ACTIVITY NUMBER: M2000 -139 DATE: , 02-14 -01 PROJECT NAME: EXODUS SEATTLE 3 SITE ADDRESS: 3355 PLACE SUITE NO: _._. _Original Plan Submittal Response to Correction Letter # ..,_ __Revision # 1 After Permit is Issued Response to Incomplete Letter # DEPARTMENTS: Buildi giivision Public Works DETERMINATION OF COMPLITENESS: (Tues., Thurs.) DUE DATE: 02 -1 5 -01 Complete Comments: REVIEWER'S INITIALS: Approved REVIEWER'S INITIALS: t I Cr' rt "° rvf PLAN REVIEW /ROUTING SLIP Fire Vrevention 14 4t- '1 "L. Structural Incomplete El APPROVALS OR CORRECTIONS: (ten days) Approved with Conditions Planning Division Permit Coordinator Not Applicable ❑ TUES/THURS ROUTING: Please Route Structural Review Required El No further Review Required DATE: DUE DATE Q 1'O Not,Approved (attach comments) ❑ DATE: CO EC ION DETER (NATION: DUE DATE Approved Elli Approved with Conditions E Not Approved (attach comments) Ei REVIEWER'S INITIALS: DATE: DEPARTMENTS: Buildi'n Division A►,(, IC'4 ov Public Works ❑ Complete Comments: PLA SLIP ACTIVITY NUMBER: M2000 -139 DATE: 9 -20 -2000 PROJECT NAME: EXODUS SEATTLE 3 SITE ADDRESS: 3355 S 120 PL . SUITE NO: Original Plan Submittal XX Response to Correction Letter it 1 .. __.___.,,.Revision # After Permit Is Issued .._, Response to Incomplete Letter # APPROVALS OR CORRECTIONS: (ten days) Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Ei TUES/THURS ROUT G Please Route Structural Review Required REVIEWER'S INITIALS: Approved El Approved with Conditions REVIEWER'S INITIALS: CO C ON iE NA ON: Approved IT Approved with Conditions REVIEWER'S INITIALS: E Planyln �vision ie Permit Coordinator DUE DATE: 9-2 -2000 Not Applicable ❑ No further Review Required DATE: DUE DATRAIL12:211ft Not Approved (attach comments) ❑ DATE: DUE DATE Not Approved (attach comments) EI DATE: ACTIVITY NUMBER: M2000 -139 DATE: 7-3 -2000 PROJECT NAME: EXODUS SEATTLE 3 - PHASE II SITE ADDRESS: ,.... 3355 S 1.20 PL XX Original Plan Submittal Response to Correction Letter # DEPARTMENTS: Division g Public Works PERMIT CO PLAN R SLIP DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Z Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: Incomplete Structural Review Required fPROVALS OR CQBRECTIONS: (ten days) Approved Ej Approved with Conditions REVIEWER'S NjTIALS: Ii i.1 W. J �� � ♦ � I I / I � . CU EC ON E E INA ON: Approved Ei Approved with Conditions REVIEWER'S INITIALS: mow wucwu ooc wo rx r Fire Prevention kta.1.4.430 Structural Response to Incomplete Letter # Revision # After Permit Is Issued Pla nr" ' ' ing Division Permit Coordinator No further Review Required DUE DATE: 7-6 -2000 Not Applicable DATE: DUE DAt'L3- 3 4000 Not Approved (attach comments) El 1 DUE DATE . Not Approved (attach comments) DATE: City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite.100 Tukwila, WA 98138 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date; 02. i t 9• /�, Plan Check/Permit Number: M 2 oc, 1''y 6 1 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # „l, Revision # 4 - after Permit is Issued Project Name: x e,, s Project Address: -' Contact Person : (neat Summary of Revision: A...1.4 ETI w.. &.4, . 4.4 1.4% Phone Number: AgAtAr ' O 4 S ._[ '. _ Y� cL'» L ' do w..e _ `►�. ; 1,�. n .6► : lil ,p N. d.�.�_. l� �"H t�.hee y�'i..i IMMO Sheet Number(s): �2,2ca "Cloud" or highlight all areas of revision Including date of rev l on Received at the City of Tukwila Permit C ter by: ' / // er7 '. Entered in Sierra on CR VMS rcm •l . ?(111 s rtis t Lti M 08/30/00 18 City of Tukwila Department of Community Development Steve Lancaster, Director ,P,S Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: C ZO - b Plan Check/Permit Number: ❑ Response to Incomplete Letter # Response to Correction Letter # ❑ Revision # after Permit is Issued Project Nnme: Ke c v S X1,4' Project Address: 335c 6. 1Z 6 Contact Person: 4 9t d V l�J d tte,A e. Summary of Revision: _ .y(I t t16'Ci yr v W f4 t 12u. v t er, l cnnS Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 hcenter Bouleva Sheet Number(s): ,tit, - ,,o0 o •-- 16 John W. Rants, Mayor Phone Number: _ ' 't'�' " LI - S 1 0 RECEIVED CITY OF TuKWI lam... • -r "Cloud" or highlight ail areas of revision including date of revision Received at the City of Tukwila Permit Center by; Entered in Sierra on ,• �J " N ER 06/29/99 fi City of Tukwila Fire Department Thomas R Keefe, Fire Chief Fire Department Review Control #M2000 -139 (512) ' July 10, 2000 Re: Exodus Seattle 3 - 3355 South 120th Place - phase 11 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. Theses devices shall be separately zoned in the alarm panel and local U.L. central station supervision is required. (City Ordinance #1900) H.V.A.C. systems Supplying air in excess of 2,000 cubic feet per minute to enclosed spaces within buildings shall be equipped with an automatic shutoff. Automatic shutoff shall be accomplished by interrupting the power source of the air - moving equipment upon detection of smoke in the main supply-air duct served by such equipment. Smoke detectors shall be labeled by an approved agency for air -duct installation and shall be Installed in accordance with the manufacturer's installation instructions. (UMC 608) Dedicated fire alarm system circuit breaker(s) shall be equipped with a mechanical lockout device. (NFPA 72 (1- 5.2.8.2)) Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #1900) All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been Steven M Mullet, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206.575.4404 • Fax: 206- S7S•4439 ig Page number 2 obtained. (City Ordinance ##1900) (UPC 1001.3) Call the Tukwila Fire Department at 575 -4407 for approval of any system shut down. Have ob site address, name and the Tukwila Fire Department Job Number available to confirm shut down approval. (City Ordinance #1900) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UPC 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, Okt,k 20V The Tukwila Fire Prevention Bureau cc: TFD file ncd City of Tuki,vija Steven M. Muliet, Mayor Fire Department Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206.575 4404 Fax: 206.575 4439 LICENSE DETAIL INFORMATION Form STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES Specialty Compliance Services Division P. O. Box 44000 Olympia, WA 98504 -4000 THE RESULT OF YOUR INQUIRY FOR LICENSE NUMBER SELECTED IS: LICENSE DETAIL INFORMATION Current Filter: None Registration# or License MACDOMS147MN Name MACDONALD MILLER SERVICE INC Address 7707 DETROIT AVE S W Address City SEATTLE State WA Zip 98108 Phone Number 2087839400 Effective Date 7/16/88 Expiration Date 5/1/01 Registration Status ACTIVE Typo CONSTRUCTION CONTRACTOR Entity CORPORATION Specialty Code AIR CONDITIONING Other Specialties UM Number 600828615 * _ *. *YIE FRIXOIPA .QWNER(S) FORT t$ LICENSE* * * * *VIEW CONTRACTOR SONQ!SAVttiQ$JN.FORMATIO.N_* * * * **QASQK INQUIRY FOR SUMMONS_ AND COMPLAINTS* * * * * * VIEW CONTRACTOR INSURANCE INFORMATION * * Page 1 of 1 New inquiry by CITY, NAME, PRINCIPAL OWNER NAME, NUMBER, UBI NUMBER or return to the L &I Construction Compliance Home Page http:// www .lni.wa.gov /contractors/TF2Form .asp ?License= MACDOMS147MN 1/11/2001 o . tiy.i1p FF;!JI,t;JYin fa, itt 00.10 And 1%11 %11 I:criili�,�1. DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT SPECIALTY REGIST. # EXP. DATE CCAA MACDOMS147MN 05/01/2001 EFFECTIVE DATE 07/15/1986 MACDONALD MILLER SERVICE INC 7707 DETROIT AVE S W SEATTLE WA 98106 DEPARTMENT '3F LABOR AND INDUSTRIES LICENSED AS PROVIDED BY LAW AS ELEC CONTR HVAC /RFRG LICENSE # EXP. DATE EC6A MACDOMS011RS 12/10/2001 EFFECTIVE DATE 12/10/1999 MACDONALD MILLER SERVICE INC 7707 DETROIT AVE SW SEATTLE WA 98106 -1903 - -- --•- -- Dvlaciti And f i%i Li t'tiitili�atr a- •--- -' '_`�- ,.' Tom. :. r:: ,,,, r..�as MECHAN SAL DRA�AfING INDEX LHT Nl DESCRIPTION 1 p 1 '� = i3 FN14! PH5 MO ! ABBRF_ViA'!ONS. GENERAL NC'ES. AND DRAT N G INDEX • M7 -1 MECHANICAL FIRST FLOOR ZON N 3 PLAN -• �• • • • M0.2 MECHANICAL SECOND FLOOR ZONING PLAN • • MO -3 MECHANICAL THIRD FLOOR ZONING PLAN _• • • • --_.• M2.10 MECHANICAL FIRST FLOOR --VAC OVERALL PLAN • • • M EC, FIRST FLOOR -'VAC PLAN - PHASE 1 • 1 • M2 12 MECI -(AN. ;AL 'FIRST FLOOR HVAC PLAN -- PHASE 2 • • tli.i.•i.i.. , MECHAN!CAL FIRST FLOOR HVAC PLAN - PHASE 3 • e** MECHANICAL SECOND FLOC R HVAC OVERAL_ PLAN • • • �IAL1 MECHANICAL SECOND FLOOR HVAC PLAN - PHASE 1 + • � -; A_. MECHANICAL SECOND FLOOR HVAC CONTROL PLAN - PHASE 1 • M2 -22 MECHANICAL SECONC FLOOR HVAC PLAN - PHASE 2 • • 1 M2 22E , MECHANICAL SECOND FLOOR HVAC CONTROL PLAN - PHASE 2 • I . MECHANICAL • SECOND FLOOR HVAC PLAN - PHASE 3 + et11110$ MECHANICAL SECOND FLOOR HVAC CONTROL PLAN - PHASE 3 • . • I M2.30 MECHANICAL THIRD FLOOR HVAC OVERALL PLAN • • • MsE4i_i.. MECHANICAL THIRD FLOOR HVAC PLAN PHASE 1 • "I�..:. MECHANICAL THIRD FLOOR HVAC CONTROL PLAN - PHASE 1 • • M2.32 MECHANICAL THIRD FLOOR HVAC PLAN - PHASE 2 • • M2 -32P MECHANICAL THIRD FLOOR HVAC CONTROL PLAN - PHASE 2 • 11/0■,5 1 MECHANICAL THIRD FLOOR HVAC PLAN - PHASE 3 1. • '•.w:.: I MECHANICAL THIRD FLOOR HVAC CONTROL PLAN - PHASE 3 • i I M2.40 MECHANICAL ROOF LEVEL HVAC OVERALL PLAN • • • 66.40. MECHANICAL ROOF LEVEL HVAC PLAN - PHASE 1 • M2.42 MECHANICAL ROOF LEVEL HVAC PLAN - PHASE 2 • .19I+ MECHANICAL ROOF LEVEL HVAC PLAN - PHASE 3 • M3.1 MECHANICAL PARTIAL SECTIONS • • • M3.2 MECHANICAL PARTIAL SECTIONS • • • M3.3 MECHANICAL PARTIAL SECTIONS • • • M3.4 MECHANICAL PARTIAL SECTIONS M4.1 MECHANICAL SCHEDULES • • T - M4.2 MECHANICAL SCHEDULES M4.3 MECHANICAL SCHEDULES • • • M4.4 MECHANICAL SOH! =DOLES • • M5.1 MECHANICAL PARTIAL PLANS • M6.1 MECHANICAL DETAILS M6.2 MECHANICAL DETA LS • •'• • J1 1 . M6.3 MECHANICAL DETAILS M6.4 MECHANICAL DETAILS M7.1 MECHANICAL CONTROL DIAGRAMS • _ l M7.2 MECHANICAL CONTROL DIAGRAMS • ONS c o9 S tep\ - .1,t\1 LS c`` (3 '- ' ';':',s 4 ✓ CI1Y Of IUL;WIU gf Ftt( tf n T _ 2 L; ` 1 , .. I understand that the Plan Check approvals are subject to errors and omissions and approval of plans dces not authorize the violation of any adopted cod nrdlnance Hecetpt of con- tractor's co,' mroved plans acknowledged t By Date . LT ' Permit No. tek1,400- SEPARATE PERMIT REQUIRED FOR: r' , cHANICAL Rr ECTRICAL [ JM N re •;:i PIPING CITY OF TUKWILA BUILDING DIVISION R ECEIVED SEP 07 2000 NxO ON I Al IT F nt�rr�oti:�l.n -1�11r I k I - Fi4Ae sr DN y S mBOL <1\. CFM DIFFUSER OR GRILLE'S NECK SIZE 10 OR FLEXDUCT SIZE 100 CF It - DIFFUSER OR GRILLE'S MARK No "-AMOUNT OF CFM DESIGNED 0 OR 0 X - X TEMPERATURE SENSOR r CNTRL DMPR NC - ZONE NO.) (FLR LVL - VAV BOX ZONE NO.) Cr 13 0 - 5) -4 GENERA_ LEGEND ABBRi 7 O'NvS L IS "LO ARE FOR DENERAL. USE D SRE To-HOSE *94CH APE NC° USED ON RAlkING- DESCRIPTIO,1b DETAIL 1 / SHEET M SECTION 1 / SHEET M? EC. iPUENT MARK NO- M - REVISION SHEET NOTE POINT OF CONNECTION ROUND DUCT IND CATOR OVAL DUCT .NDICATCR CUBIC FEET PER MINUTE 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 TRANSITION ROUND 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 1 AE$REV ,AHU AO AC ACC AD AFF AP ARCH BOG BC BHP BLDG BOG BCP BTUH CC CFM CL CLG CONC CW DB D DI ON DP DWG EA EAT EFF DC EQ EWT EXH (E) F FC FD FOB FOT FM D FPM FPS FSD FS FV (F) G GA GALV GPM GSM CE GEF HC HG HP HOA HR HVAC HW IA IN JAN ABBREVIATIONS 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 ACQUAIN'ED 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. DRAWING: ARE DIAGRAMMATIC IN NATURE AND EXISTING CONDITIONS SHALL BE FIELD VERIFIED FOR EXACT LOCATION AND SIZES OF EXISTING UTILITIES, THE PROPOSED POINT OF CONNECTIONS 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 MAIN FAIN SAME IN GOOD OPERATING CONDITION. TEMPORARY SHUTDOWN OF EXISTING SYSTEMS SHALL BE COORDINATED WITH OWNER REPRESENTATIVE. ABBREv1AT;ONS LIST} O ARE I FOR GENERAL USE DISREGARD THOSE WHICH ARE NC' USED ON DRAWING. DESCRFPT:ON I AIR HANDLING UNIT ANALOG INPUT ANALOG OUTPUT AIR C ONDITIONING AIR COOLED CONDENSER ACCESS DOOR (IN DUCT OR EQUIPMENT) ABOVE FIN.SHED FLOOR ACCESS PANEL ARCHITECT;; RAL BACK DRAFT DAMPER 3UTTERFLY DAMPER BRAKE HOSEPOWER BUILDING BOTTOM CF DUCT BOTTOM OF PIPE BRITISH THERMAL UNITS PER HOUR COOLING COIL CUBIC FEET OF AIR PER MINUTE CENTERLINE CE LING 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; FLEXIBLE CONNECTION FIRE DAMPER FLAT ON BOTTOM FLAT ON TOP FLOW METER DEVICE FEET DER 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 GENERAL NOTES FEED ABBRLVsATiONS AEBREv KW, KWH IAT LWT MAX MCC MCD MD MAU MUA MIN NC (N) NG NTS NO OA OAT 0/C OD PD PF PG PH PRFV PRV PS' RA RG RH RL RND RPM RS RTU SA SD SP SPEC SST STRUC (T) OR TCP TCV TEMP TERM TF THERM TSTAT OR TS THRU TYP UBC UMC UNO UPC VAV VD VTR W WB 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. 1 1 . 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 NITH 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. R:\ PROJECT \00 \200154EXODUSSEATTLE3 \OUTBOX \08 -23 -00 (PRE -ISSUE FOR PERMIT- PH1,2,3 - MECH) \154MO.DWG * - * -* Aug 29, 2000 ABBREV1A!ONS LISTED ARE `Of' GENERAL USE DISREGARD THOSE *HICH ARE NOT USED Oh DRAwNG DESCRIPTION KILOWATT. KILOWATT 'HOUR LFAV°NG AIR TEMPERATURE LEA' /LNG WATER TEMPERATURE VAX IVUM MC - 3R CONTROL CENTER YC'CRIZED 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; P" DRAIN PREFILTER, PERFORATED FACE PRESSURE GAUGE PREHEAT COIL PRESSURE RELIEF VALVE PRESSURE REDUCING VALVE POUNDS PER SQUARE INCH RELOCATE RETURN AIR RETURN GRILLE REHEAT COIL; RELATIVE HUMIDITY REFRIGERANT LIQUID ROUND REVOLUTIONS PER MINUTE REFRIGERANT SUCTION ROOFTOP UNIT SUPPLY AIR SMOKE DETECTOR STATIC PRESSURE SPECIFICATION STAINLESS STEEL STRUCTURAL TEMP TEMPORARY TEMPERATURE CONTROL PANEL TEMPERATURE CONTROL VALVE TEMPERATURE TERMINAL THERMAFUSER THERMOMETER T THERMOSTAT THERMOSENSOR THROUGH TYPICAL UNIFORM BUILDING CODE UNIFORM MECHANICAL CODE UNLESS NOTED OTHERWISE UNIFORM PLUMBING CODE VARIABLE AIR VOLUME VOLUME DAMPER VENT THRU ROOF WITH WET BULB TEMPERATURE 2 2 20X P- S Ox 12(L), , SINGLE I DOUBLE LINE LINE - * -* 10:12:14 * - * -* By: LARRYFROESS 90' STRAIGHT TEE FITTING 90' CONICAL TEE FITTING 45' LATERAL FITTING 45' CONICAL LATERAL FITTING IFLEXIBLE DUCT (SHOWN WITH DIFFUSER) DIVIDED FLOW FITTING TEE FITTING WITH TURNING VANES .,,1111111 ►1 DUCT LEGEND DESCRIPTION FIRST DIMENSION DENOTES V EW SHOWN, RECTANGULAR OR OVAL RISE DR DROP IN DIRECTION OF ARROW, RECTANGULAR DUCT TRANSITION, 18 MIN. LENGTH, 15' MAX. EACH SIDE. ROUND OR RECTANGULAR LINED DUCT, LIMIT AS SHOWN. DIMENSIONS ARE NET INSIDE RECTANGULAR TO ROUND TRANSITION 90' ELL W /TURNING VANES 45' HEEL TAKE -OFF FITTING, RECTANGULAR DUCT CONICAL OR FLARED SPIN -IN OR CONICAL TAP ON RECTANGULAR DUCT 18 , NCH ROUND DUCT RISE OR DROP IN DIRECTION OF ARROW, ROUND DUCT. ROUND DUCT ELBOW; R /D =1 .5MIN. SUPPLY DUCT TURNING TOWARD SUPPLY DUCT TURNING AWAY RETURN DUCT TURNING TOWARD RETURN DUCT TURNING AWAY EXHAUST DUCT TURNING TOWARD fliZi EXHAUST DUCT TURNING AWAY ROUND DUCT TURNING TOWARD l� ROUND DUCT RUNING AWAY E:::::/ BALANCE DAMPER OR VOLUME DAMPER Ell I FIRE DAMPER 1: j. SMOKE DAMPER (SD), FIRE /SMOKE DAMPER (FSD) FD , BLAST GATE (BG) VOLUME DAMPER (VD), BALANCE DAMPER (BD) I T SMOKE DETECTOR. PROVIDE AND WIRED BY LIFE SAFETY CONTRACTOR. INSTALLED BY MECHANICAL SQUARE SUPPLY AIR DIFFUSER 4 -WAY V SQUARE SUPPLY AIR DtFF4JSER 3 -WAY SQUARE SUPPLY AIR DIFFUSER 2 -WAY SQUARE SUPPLY AIR DIFFUSER 1-WAY RETURN GRILLE OR TRANSFER GRILLE EXHAUST GRILLE SUPPLY GRILLE - RETURN OR EXHAUST GRILLE SO --PR- SCREENED OPENING S- - -SUCT -. SUCTION REFRIGERANT PIPING S- -HG 5 HOT GAS REFRIGERANT PIPING 5- LIQ - - -i LIQUID REFRIGERANT PIPING j00043 ABBREVIATIONS LISTED ARE FOR GENERAL USE DISREGARD THOSE WHICH ARE NOT USED ON DRAWING THROW THROW THROW THROW SM3EY ARCHITECTURE 9' EAST . ROAD SATE 300 4011- aSS -8.30C _Ws iOSE. taLE;>r► 95112 fiL 4-- 11 1 24 V. ;!ET_ 5+ ? •a s'1-.1111-1440 SAM r*MIC9L9. CALIFORNIA ?4.04. %AA:415 VS 4O4O ISSUED FOR Tl PFA/F -PH 12 2 06-29 40 O ISSUED AS BIELETN #2-PH 1 06-29IXI ISSUED FOR n PERMIT-PH 3 00-14.00 ISSUED AS BULETii ti PH 1 O$ -ThO0 ISSUED FOR CONSTRICTo 411 07 -3140 ISSUED FOR T1 PERMIT -PH 2 O7 -26-00 ISSUED FOR Ti PERMIT -PH 1 06 -26-00 REVISIONS ISSUE DATE NI dna.•nos and written materiai acpeoring herein constitute the ongslai and unpublished wort o the Sabey Corpo'/tion Ono the some may not he Cual■cated. used or diseased t !^e w!'er once ^r - • ^e _err, - • - c� CORRE I .TR# 1 ,� F- "n nI I rniiiiw -m L I,L SEP 0 7 , Onn A-I-R- - S 1 -T-t't - t7tC DRAWING MECHANICAL ABBREVIATIONS, GENERAL NOTES AND DRAWING INDEX - - - _ -- -- - _---- PROGRESS DATE 04/18/00 FILE: I: \2000CADD \200154EX0 -SEAS' n PLOT: PROJECT NUMBER DRAWN BY: CHECKED BY: APPROVED BY. DRAWING NUMBER: T[� 200154 W NELSON R. MAHDAVI W H!IRLEY MO SF° ' n !UUO PERMII ENTER M 2oeo -X39 / ,/ / T my.. WT.(/' .16■1! , ONTL • • bear ms I WTI_ t r ! Ft OR ANC - ". 1r t / ./.// . , ENER. 4: • ROCY 4-3 \CY) 4 - 7 - L&1 • I * ZONE 3 • • 1 1 . • t • 1 . ZONE 4 ?1--, I L 2 - 1 SOOM 15 ZONE 5 4, ENERA7 H - 3 OCCUPANC1r) 2S 7/3 tn / • ••-• ■ at T-reteet.-...7.ret.T.......... API . i n 7: 1 -1.-2- 1 fl 1 fTh 0 alw=1 (70 I 1 1 II ___E_ 1 . ____,...._, 1 , I lit 1 I I I I I - I I I I I I i i 1---- I I I I 1 II I 1 1 1 I I 1 1 I I I 741 1 I I I I i I I 1---- I I l I I —f— , a ' i 1 . . 1 I 1 1 l i 1 1 1 ----- ,, _..„............ ,_, _ ?'' ,..., t : ZOOtE - +5 !" ta._ .,, s , f i , , i I ce l ii z .i.,..,. ' il iL u . -' -' 1- i -1 — 1 _ }— — H 1 -I— 1 11 .,-i_ ---,- ; , ,,, " -10-'. , 2LL.i.-r' ? I I i , i1 . ,,,,. N til ,,,.. - , _ , . . . , I f ..'"... ,-, .1 . ra ., 1 . . e i 1 ( ; , U5 4 (4 411, ( ;ST 3 ;40,000 Ssal) 1 3 1 e r7 1 SPRINKLZR ROC94 • 0 • • STAIR • r - r i tr. Di 3 I I tPt t. ps ROOM 1 • P— i . 132 Di c : ; t 4 1 oios ea 2 0 GI .1 1 urs 3 °Les ala I Jes I 1 Les • ZONE 4. I LJ N1 1 0— JS LPS r 0 UPS 42 ,21 St1 IPS a les 1 t 1 Fsstai ROOV coca I outs la I D L, s.„ LUNE I / —/ 4 ?, 7N...c. .1 F FIPURE COLO AREA 1 J135 T r FUTURE zo 1.)P5 ROOM E 1 , j ZafIE E r7 ZONE / fl 1: T 1 2Q I $ ICI„ 77177. 7-TE 70NE 21 • 1 ; 4 t— 11 -t 22 • ! ; • 3 • • RAPROJECT\ 00\200154EXODUSSEATTLE3\OUTBOX \ 08-23-00 (PRE-ISSUE FOR PERMIT-PH1, 2,3 - MECH)\154M01.DWG *-*-* Aug 29, 2000 *-*-* 10:1347 * * * By: LARRYFROESS 1—t I 'HIPP6 .N RECEIVING f I 122 1 b TP,OTT-e 2 MECHANICAL FIRST FLOOR ZONING PLAN SCALE: 1"=20 1 MT 5 ( 4O OCO 2 'AC 000 = = : r __ ' t.S7 5 AopOc 90 :40,009 ' 1 - - 3 - ZOr E 38 it I 1 I ; — °ZONE 23 1 1 1 -T-• , T1H1-0-4-0-+ II' §,1 N'1 • al - — L.J r • FF2) ._. • , MwOo--)9 r r . aesott , ' —ZONE 30 - ZONE 31 won ZONE 25 -0 — — - CV Of Tbl'All,k of,:i RECEIVED SEP 07 2000 1A1)1,S SI 11 1' '11 \OONAI1)-M1111 R SABEY ARCHITECTURE 9 EAST NOLA, 110A0 WI 3C •013- 434- „S- :A./081111 14L_ 4013,436 amogmyrt INE,,Agrkits. 4' RAPCSCO. CALWOMPSI 14104. FIX41 1116 REVISIONS KEY PLAN !RED FOR TI PEFOK-PH 2 3 06-29•00 IRSIS FOR TIME-PH 3 013-14-00 MED FOR CONTRCTICN-PH 1 07-31430 ISSUED FOR 71 PERAIT-PH 2 07-26-00 ISSUED FOR 11 HERMIT-PH 1 06-26-00 ISSUE DATE AA dow■nqs and written rnatero app hee- constitute the original and unpublished week of the Sabey Corporation an0 the some may not be dpliated, useo c - disc iosed • \ DRAWING AR SYSTPr, IN MECHANICAL FIRST FLOOR ZONING PLAN F CHECKED BY: R. MAHDAVI PROJECT NUMBER: 20054 DRAWN BY: W NELSON PLOT: 0420118/00EXO:WMw.A Sp) , ?BOO REs APPROVED BY W HURLEY DRAWING NUMKR. MO.1 RECEIVED SEP 0 7 1 ' 1 1 1 C1 PERMIT CENTEP SF ;;.., • • ; • Z9#,E 2 : ea • ' . r_7.,,. .= ,243 i plc ::„:._ r-- i - : ,_ r , t : +- -4--- 4 --- -,-- --,•-,--• -4 - ,.. - -1 . • 1 , 4 ; =... : 5 t --1 t i 9 t 1 7.7 1 11 i I • ..... 7, 1 1 ZONE 2 j e c......-11!.a- t ! " g I ZOT E • -..,,, ,... 1 ., I -. 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CM I CMI 1,4 no W • cml qmi 1 1" ; -• S V CH/ •• 117_•• 1 - • • • .7M ••• !lt I : REIM Hi MINIM 11 011•11•11 Itin; 74 9 • • OKI • V. Ekg ^113 ONE - • \ - t • 11111=1.111 CM I • ' • • HOC • 1 ZONE • ...liar an, placmaimain...._ .m.•••• poll 11N I X gq ...•••■•■••• r:.7 • - ' itjiti IUIftkIIlftSI I V IA 0 i ; 1 '1 4, 4 • /--,- ;_4 I I •4 CK • • CM CM• 1 • , 1 ! , 1 ; • , f • f t • ,E i ' r•-•• 7..,, , 7 , ...4.; • • I iI ; tf i 1 I I !..7K I • 1:Ft -1• , ° • 1.- 1 I , IV :7. :TT 1 . , E' • CM CM I • 4. CM • 1 ' ' Tu-4. 2r' _ 2 , 1 • • I • • c:E! 1 , CM I t I ; 4_L •••• ••••-• 1 ; sy. • -I (;,••• 11 ! ; ; I • ' I • • cgr • r , ,1 11 4 - I 1 I -4 I 7 4 i 4 * I i I ‘711 i 1 , 4 • 1 i 4 0 4 . 1' I Y4 ntl _ flI Ca? 60 '1 4 SIM 1 CIEll R:\PROJECT\00\00154EXODUSSEATTLE3\OUTBOX\08 (PRE-ISSE FOR PERMIT-PH12,3 - MECH)\154MO2.DWG *** Aug 29, 2000 -*-* 10:14.42 *-* --* By. LARRYFROESS • I1w- - I I 1:11 - • 22C - MC a = • ••• .-....••••••••••:••••••••••• •••-•,•:•,A•••••••....r.•••• •••••••• ••••••■•• CIM 4E1 I . I 1 - - _i___ . . 11 I I 270_A&E ^ I CCM ; CMI ; CM , 7777 • • F= . • • . • ; • • ._ ,,, i. az : cim I.R3 dRil z. $0 I g*gg I i ig., ,. n...". t t 4-• Le, I .. I:Z . ! ; 1 .111 • 27 , 47., I- •••••r••.,••••■•••••7 ____ ,r-f ' : ' 1 ; m., 12:ji i cal I 5.0 ti dEg, 1 cm l - * '. i 1 A 1 ; . ' - 1 ''' • . ''r • , i . „ ' i I LM3 OH * Hi__E 1 ik 1 liC i „I ' • I t • ' . .1: • • FT i.;; - " ----------- ! ,-..; .,, ' ' ,-----g 7 i i ......... ! I Li Cal I i cat MECHANICAL SECOND FLOOR ZONING PLAN SCALE 1.20 (F1 M U lr5E 2Nz MODULE- 2•.<2 FL.C. .AE GENT7 RET- AREA = 34C 3Fsi . ; t 2-nd • • • C ; -; CMI - 1 I I it I REEN,E EA 1 :1416 I , :,A6E ARE =-N = SF I sr • IjL ZONE', 15 • 512 % EFfic;erc' % 2rci P'_OOR 4A LENE IR Phase 2 RVNLF_ AREA . 32101 SF CA(.71:7 AREA = 2C.324 SF 2 % EU ' 1 1 • ICK 27 _00R. Phase REVENLE AREA . 21,25 Sr ; A&E AREA . '5112 SF RECEIVED SP 07 2000 1 SFA 1 1; NT 1DOV111)-VIIII112 $7 LAS• MORAU ROAD SUITE KO MOO- 404-5300 ...csg_ :exam& Ie. 12 DILL 4011-4.111-:1: -129 4 AMC. %PC 4'5,1111-4C40 Saw qt•PC:15CO CAlran9A 14.C54 ra.L4 C ISSUE DATE SABEY ARCHITECTURE TI 3 3• •OS: •t:u z ".te--t5 _ r_.:..movelpv IY2 Vai 14r- t_l ...i ..; i ls1 mg Ir 1:11:17C41 V EMI tow mida 1.; Bt''' , r ..reedie c " ;:L D4-4. seam 14 KEY PLAN ISSI.E0 FOR T. Fffillt-PH 1.23 • ISELED AS UU.11114 t2 - PHI EGO FOR Ti POIMIT-PH 3 SSUFD AS BULLETS #1-PH 1 MED FOR COASTRICT1COI-PH 1 ISSUED FOR TI PERMIT-PH 2 ISSUED FOR Ti PERMIT-PH 1 REVISIONS 08-29-00 08-29-03 08-14-00 08-1-00 07-31-00 7-26-00 06-26-00 druenno and eertten mat,. appearno ne constitute the ong. onO noobhshed work at the Sabel Corporation Ond tne some rnav not be dufActed. uSel 1 , F , ScloSeel •••• • !!.•• .• telnii"gr4,,d4St • --0 DRAWING T1", INC i:1 :E1LMS MECHANICAL SECOND FLOOR ZONING PLAN PROGRESS DATE: 04/18/00 FILE: 1:\2000CADO\200 1 54EX 0 - SEA3\ I 544102 PLOT CIVED err/ OF 11.1Awnie PROJECT NUMBER: 200154 DRAWN BY W NELSON SEP 2 El 1 CHECK ED BY R MANDAVI _etpjoy ENTER APPROVED W HURLEY D NUMBR MO.2 -0 -0 -0 ege • h !e t J171, 2A lir •I T i T I ME a ; - ° 1 • WERE • • • g 1 I I 6 , -i o 1 • ♦ I • 1 _ t • f • • -i • (i1111111111i11 •�_ 9,I111t111N srpe din �G: Iz; •' i 4 E - e • • L •i i. • l. I ° ° • — 1177 I 1,r x, ■■1 ! ■ 11111111111111 11111111111111 1111111Miliffill R �► i 5 • ii f • RI I' .'.i.. rII UMW _ It _,IIN1111111111 fit NUS I i t a • • • 1 JOIE a! X 1 I I I ^- n • tm 1 i fin rA - 4I 1T ®I t� ICI i ! M I • • • Cal • I • . t Mt I M11 mio f ®? •I :v ft 1 e ' ttn ri ! Al ®I • - M0DI..4LE 1 Kt f® ®I I Ca I • • IIII �— IIMPROMPIN 4,7 MOO I' i 2 Cal Cal tal Cal 11!1111.x. h • Cal CEM Cal NI I cm ' ! �4J Cal 0,44P4 �R. ►�� ._a l • LA ` ZONE , 5 { '✓ X • WO Cal • • • ® J li 11111111111011110 46, Es1 111,11111# IUD CEI X 1 9 •® M • C‘.33 If` '1111111111111 ME - 11C111-1 GR tall I mango 1E11 iir 4 liZ :MEG N. N mos 11111111.11111 _ II- III iffermortua erd Cal ZONE ZONE 4 • WYJLL -5 • ZONE 10 MECHANICAL THIRD FLOOR ZONING PLAN :' -.J r I • , . r . ...,.. "' j ------- . --2='2 ,. '"(5 1 it cgo ainust I I I ra as se-ea arte ere. acemee"As ZONE! 15 9 M 1 060-- /59 RECEIVED SEP 07 2000 SABEY ARCHITECTURE 17 EAS IRMA, NW SWF 54C •311-.30-11.100 _UK LLIC11161 1511.2 EA& 4111-451,111_ SAN 4 1JIMOSCO :445010114 94 T4314 I 5- 713-40340 sae FOR TI PEFUT-N 3 08-14-00 ISSUED AS BUliElli /14:411 06-11-00 ISSUED FOR T1 PERurT 2 07-26-00 ISSUED FOR T1 PERM1T-PH 1 06-26-00 REVISIONS ISSUE DATE the orivoi ono unpublished war. of the Sore; Carporatron and the same mg; not be duplicated, usec Or ll.sclosed • RECEIVED MECHANICAL THIRD FLOOR ZONING PLAN PROGRESS DATE: 04/18/00 'LOT DECElVED PROJECT NUMBER. 200154 DRAWN BY VI NELSON CHECKED BY W. HURLEY PERMI' ENTE. APPROVED BY: R. MAHDAVI ORAWING NUMBER. i 3 ��xm 1 f � t, I • h !e t J171, 2A lir •I T i T I ME a ; - ° 1 • WERE • • • g 1 I I 6 , -i o 1 • ♦ I • 1 _ t • f • • -i • (i1111111111i11 •�_ 9,I111t111N srpe din �G: Iz; •' i 4 E - e • • L •i i. • l. I ° ° • — 1177 I 1,r x, ■■1 ! ■ 11111111111111 11111111111111 1111111Miliffill R �► i 5 • ii f • RI I' .'.i.. rII UMW _ It _,IIN1111111111 fit NUS I i t a • • • 1 JOIE a! X 1 I I I ^- n • tm 1 i fin rA - 4I 1T ®I t� ICI i ! M I • • • Cal • I • . t Mt I M11 mio f ®? •I :v ft 1 e ' ttn ri ! Al ®I • - M0DI..4LE 1 Kt f® ®I I Ca I • • IIII �— IIMPROMPIN 4,7 MOO I' i 2 Cal Cal tal Cal 11!1111.x. h • Cal CEM Cal NI I cm ' ! �4J Cal 0,44P4 �R. ►�� ._a l • LA ` ZONE , 5 { '✓ X • WO Cal • • • ® J li 11111111111011110 46, Es1 111,11111# IUD CEI X 1 9 •® M • C‘.33 If` '1111111111111 ME - 11C111-1 GR tall I mango 1E11 iir 4 liZ :MEG N. N mos 11111111.11111 _ II- III iffermortua erd Cal ZONE ZONE 4 • WYJLL -5 • ZONE 10 MECHANICAL THIRD FLOOR ZONING PLAN :' -.J r I • , . r . ...,.. "' j ------- . --2='2 ,. '"(5 1 it cgo ainust I I I ra as se-ea arte ere. acemee"As ZONE! 15 9 M 1 060-- /59 RECEIVED SEP 07 2000 SABEY ARCHITECTURE 17 EAS IRMA, NW SWF 54C •311-.30-11.100 _UK LLIC11161 1511.2 EA& 4111-451,111_ SAN 4 1JIMOSCO :445010114 94 T4314 I 5- 713-40340 sae FOR TI PEFUT-N 3 08-14-00 ISSUED AS BUliElli /14:411 06-11-00 ISSUED FOR T1 PERurT 2 07-26-00 ISSUED FOR T1 PERM1T-PH 1 06-26-00 REVISIONS ISSUE DATE the orivoi ono unpublished war. of the Sore; Carporatron and the same mg; not be duplicated, usec Or ll.sclosed • RECEIVED MECHANICAL THIRD FLOOR ZONING PLAN PROGRESS DATE: 04/18/00 'LOT DECElVED PROJECT NUMBER. 200154 DRAWN BY VI NELSON CHECKED BY W. HURLEY PERMI' ENTE. APPROVED BY: R. MAHDAVI ORAWING NUMBER. • erkoz MA NTE.N ANC E • 4 I I 9i: 1 , 0, • --- , w3exaewo=waramkome• .771C 1-1 • , 4 - : -7----11,- 1-j I I Hi 1 ! 7k 4ERA ."- OR I , 1 • -.' :7,1,,. ROOM ----+- , , 7-7 (H-3 OCC4JPANC* ______, . _I_Ii2 • L__4---1 1--- , 1 e C 1 1 NTAKE I FUTURE GENERATOR 04-3 OCOUIPANCr 158 I PHASE 3 H 11...717.7 5P10130—ZE 1 109112. • • , e.A. - •Itermsp `7) • 734e110.24 11 1 . ----.. I v., ,•:. , . 1. , :-_--- i ! 2 ''' ..,.. - i I Tj! 1 I awl Zif :,..,..._ , 1 .4 i.,... .....: :.. :a:. 4. - -,,, I- • = .:7): . ' !v7..-w - .7:it ---,- . . ,- ' , • •,- -- ! . --, 1 , 1 , ....: 1114 .. --.:„.. ,-- --:,-----,.-- i!,-- 21 i ...-_k , :7 .3 , - -'•' ., - ri i____, ■ Fa' '-',-, ' . -, , . 2 7.-.14,-_._.• Y7 I • ... ...... • • • • • • • • • • • • . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . • . • • f • , 1 PJTURE I COLO AREA L , PHASE 2 ailMilk 1 ;11 1 •o RAPROJECT\00\200154EXODUSSEATTLE3\OUTBOX\08-23-00 (PRE-ISSUE FOR PERMIT-PH1,2,3 - MECH)\154M210.DWG * * * Aug 29, 2000 *-*-* 10:22:50 * -*-* By: LARRYFROESS 1 IL_ 2 2 1 • . • . . . . . • ..... . . . . " . ........................ . . . . . . . ." . , ..... • • ■ .157 j• - • H . .PHAS . In. wff .. Er 1 701 . ID 111.71“1:11.1 VI,. •••11...,5 De. • • - ... .... - • _1 • ... Th• - • i • • • • • • • • • • - - PHASE 1 • .... .... Cff ' .... - - - - - - • • MECHANICAL FIRST FLOOR HVAC OVERALL PLAN SCALE . • , - & . • . 0' „ , PANIP101 MEI& r"L • ia 1 0 1 " 1 1 1 1 1 4 7 "711.42 11“1. 11612 - - - /CMS. -PM I 4 '1 • 1 1 416- , • i .1 1 3 1 PHASE 2 4 + - — - • • VI --® _0 _0 • 403 _e —Q ) Mow 43‘? —T• GENERAL NOTES A SEE 'LTA& 4,66 1. 446 2 ANC; 406 3 FOR T YPICAL . DUAA3 PROGRESS DATE: 04/18/00 FILE: I:\ 2000CADD 200154EXC - SEM \ 541,42 I 0 Kt:Ur PIOT: cry ,! RECEIVED SEP 0 7 2000 X0IWS SEAT 11 M 1C 1)-Mil 1 ER SABEY ARCHITECTURE r EAST 110100.60 40A0 SUITE 300 4011-434- WOO :.A.10311110. 1St, 2 fAL al 1 ._m :jar. MEV— 2.±11 4 s--21111- sae , um:sm. CAUF0101A 34C4 A.z 4 eteeeee2•eee•el. _ _ - c I :t2,..SAI . 2 c :1,53 :4 27 11'2 2 2;;. - • .4.21 1 7 V .1_; y eV' ritrlialirvottw PiNvite :limit,. -r II; ." 1.4 - 0 6141 1406004, 14" 04 11111111111, loaaaa''''' 282 -: NI N7.S.• %114111 111,4:4,:pliri 1S411 t e T . ' * -e KEY PLAN SSMD FOR T1 PRIT-PH 12 3 06-29-00 MRS FOR Ti PERRT-PH 3 06-14-00 !SLED FOR CCIISIRUCT1ON-PH 1 07-31-00 ISSUED FOR T.L PERMIT-PH 2 07-26-00 ISSUED FOR 11 PERMIT-PH 1 06-26-00 REVISIONS ISSUE DATE drovongs arld written materdi appearing here, constitute the Original ono unpublished work the Sabey :orporation and the same rn 0 not be ouplicoted. Jsed or disclosed ,^e conre-• DRAWING NUMBER: RECEIVED SEP 0 7 ?Off DRAWING AIR SYSTEMS INC MECHANICAL FIRST FLOOR HVAC OVERALL PLAN PROJECT NUMBER 200154 DRAwN BY: W NELSON CHECKED BY. R MAHDAVI APPROVED Fr: W HURLEY M2.10 -e --e D 7 -72 x50 (E104 / 1 THRU C 1300 1 144x60 SPLIT i 90• EL TURNIN 14O$4 BOD 16' - 0 LI a o INSTALL EXHAUST FAN FROM STEEL ABOVE. PROVIDE HANGER RODS AND SEISMIC BRACING. VIBRATION ISOLATORS PROVIDED BY FAN MANUFACTURER 57A, FSTY!- tt I ;„.1 222 OFM '2”.ZSA (BOD 12 VAV 1-18 72x60 SA BOD 8'-2" CONCRET.. SHEAR 1NAL,_ SEE STRUCTURAL 16 SA (8)8" CD1 159 CFM tL f„. 7-IVT il • 61:."- *,91. 6 EA UP 1-IRL, ROOF EF - 1E1 132x6.0' RA BOD 1i-o" CAP ' 2 381 CFM i 1 \ H9 O�SA . , BOD 140" :3 • FSD FSD 2 ( 54x 12'-6") CONC E ROOF 4.2 SA RISER UP ti -FSD -r 6 iNS7ALL BOTTOM OF e FANS 2 -0" AFF :r-P OF 4)— f F'SD P.0 !DE 96.48 RA/FSD tA l/2 GAL.- BIRDSCRE.EN.. OVER. OPENING BCC 12 AFF (TYQ OF 4) PR,:viDE PJLL HEIGH , TED WALL, SEE ARCH. • • Ea P-SN'' Si+ P Pll& 1 1 - `/!N . 4 . co 0 cn co 111 1 'IRAN SITION 96x44 TO 72"o PROVIDE FLEX CONNECTION AT AN (TYP BOTH; SIDES) 1 00 S AI 4 1 7240 SA BOO 8 4 6 - C-'"r,' - - --- °-- A RISER JP -C") 1- 3 ; RELE - NC ROOF: I RISER +; I..' :2)72x60 WS WITH ,,,,,s STOP 84x64 RA DUCT D , /--- RISER 12" BELOW / , 1 I I - LI '' _ - :.;ROOF DECK (TYP ESN BIRDSCREEN / p ; \, AT PROVIDE ' /2"x 1/2" GALV FSD . DUCT. OPENINGS (VP) I C POD 16 ' 37., 0 10 EA - crt ' - 2.C,C SOD .: 12 1 " 1 ; " EG2 381 CFM 231 CFM I. --- es 11111111111 = 11 or e _ OFFSET DOWN.. (TYP) - 1-2" 8" CD1 552 0 9,4 \X !: \ • 64., STA664.5 ; 1 1 : 2-7 ; Eli-, FAN 1.40u NTING (TYP) ' 173 C_FLJ 10 'ORA-' 10_70RA F I 1-4 RAPROJECT \ 00 \200154E XODUSSEATTLEAOUTBOX \ 08-23-00 (PRE-ISSUE FOR PE RMIT - PH1,2,3 - MECH)\154M212.0WG • - • - • Aug 29, 2000 * - • • 10 *--• By LARRYFROESS 6" CD/ 104 CFM 16 0 SA 14"0 SA 1' VAV -19 - 4 1 .7 RA I 1 4 --f- t ( VAV 1-20 \10x8 SRI 255 CFM (TYP OF 8) 2 VAV 64 RA I I BCD '; 1 :.16"0 SA 1 I + 1! 1 „,..k.-... ,, 4 .---- - 3- - -„:, \ -_, -_ . us 4 ,:,,,,....,„---;/-)c),0 :1! - •,..• • • , ,__ ___ __ __ __ L_ ____ __ __ __ __ ,,,.... r -...... : T 1 (2)EN6 SR1 163 - CFM BOD 13'-2 8x6 SA I LSI C SCALE: 1/8=1'-O 1 5 660,000 0 1-22 18 SA (TYP) 1 FIRST FLOOR HVAC P PROVIDE TRANE ELECTRIC UNIT HEATER. MODEL UHEC -031A000 —4 - WITH WALL BRACKET DtSCONNECT 1 SWITCH AND COMBINATION WALL THERMOSTAT AND FAN SWITCH UH 01 (4)10" CD 1 18x12 FSO " 251 CFM 430 CFM FSD 01 IrD0 , 4D . L . ' ›IIL RA/FSD TRANSFER AIR DAMPERS TO BE LOCATED BOD 12'-O" AFF (TYP) 48x36 FSD 315 CFM 1 x 8 IL FPVAV 1-23 FSD , CD1 • 9 10" CD1 304 .CFM GENERAL NOTES A. S� DETAIL 5 "S bire 1. ba6 2 AMC 6* 3 FOR TYPCAL ',NA.: DETAILS I N l J ENCLOSF IL 7 ---- T L _ 1 ----- 1-26 -FPVAV -22 22 SA / • 1 F 4B J. 12 SA 12 SA 1 2 - ce SA jaucT THRu WALL (TYP APHINISITZ. ROO 7.2•1 1:=1 r f ---- • 11 1 12'0 SA 1 SA r 1 / ---24 - 0 SA B D 12'-4" 22X22 RG1 TYP 1 140 SA 140 SA A SHEET NOTES PR- IDE 4 :.:ONC'RETE ra0.'c PAL , - - 11R SPUT srsrEht Ci.".> %NOV% OICNSPIP.; &AB SE BAC" OF Ulte 12 Ci - =CIE OF C.4,4•NNEC REFRRANT INPwO FROY :AC - 4 & -5 <> OWV( CEILING MOUNTED AC LOW ROUTE !/4 POPING PAD 1 /2"--IG e''PtA/C TO AC: - • . (2/ 0 0 c ci ) 18 SA4 ( ,.4_ ,. , ./Av• ' -24A 17 VAV BOX SUPPORT (TYPICAL) 18"0 VAV M2_000-131 - VV+ - ' 1-24C ,([ 36.42 SA AL RISER THRU CONCRUE ROOF PROODE INTERNAL --., ACCUSTICAL LINING --36x42 AL BOO 12 -C" .k a — -- PROVIO=_ INTERNAL ce - N ACOU rIOAL LININC co - -, (5 g " ----- 1 ' . 1 00 - BOD 11-8" 34"0 BOD 12' -1" 11 11 RECEIVED SEP 07 2000 I\1)1( 'SSI-1 111.3 111 \&j)()\ 1 1 JR REvISONS DRAWING NUMBER SABEY ARCHITECTURE 97 CAST IIROKAI9 SW SWF SOC •0111-436--8.300 —Mk SSC_ CALSF_ClbSL 2.12. CAL 404 AgencIC WI 7, 1 41 5 - ii - 49W sts ressac. csunatu scot 1(0.41 S- not-scie KEY PLAN ISSLED FCR TI. REFORT.± 2 3 08-29-00 L ME AS EILLI.ETN 02 - C8 A 1SSue) As ea irli t1-Fti 1 08-11-00 SSUED FOR CONTUCTEN-PH 1 07731-00 ISSUED FOR Ti PERMIT-PH 2 07 ISSUED FOR T1 PERMIT-PH 1 06-26-00 ISSUE DATE All ooy,ns ond itle (cte('al ocoeoring constaute Pe anginal ond unob.shea rOrk 0 the S....bey Corporotion 03 the same may not be dpficoed. Jsed Or disclosed RECEIVED SEP 0 DRAWING n A I R SYSTEMS INC MECHANICAL HVAC PLAN 1ST FLOOR - PHASE 2 PROGRESS DATE: 6/8/00 LE I: \ 2000CADD \ 200 154EX0 -SEA3\ 154142 ' 2 PLOT, APPROVED BY: W. HURLEY PRtAi' FN FI PROJECT NUMBER. 200154 ECEiVED —art f TUKWILA DRAWN BY: W. NELSON CHECKED BY: R. MAHDAVI M2.12 Str• te4411P 1 cm cm 1 I ES CM • IInuIIIIIRNn,, . - -- II i:l Iff,g ,gI axi; iarftuur PPNIMII aiw ++ •`ti. - ± wrsawhAi F C � CO 7-R si-ose RE /ENL E : 55057' CASE ARE : 20213 5F � b• , Ff' Ie-,u ( .d ' 2no FLOOR. DA- A CENTER 'he. 4 REvENI.E ARE. =, - 55366 SF CA&E AREA, : 20324 SF 60% E 'C c ePcy 2nd FLOOR DATA CENTER hose 3 REVENUE AREA = 21 ,552 SF CAGE AREA = 15684 51% ECeIelency — I: \00 \200154EXODUSSEATTLE3 \CAD \154M220.DWG - Aug 22, 2009 - 16:54:39 - WILLIAMN 1 1 1 1 1 1 r 1 1 1 I I 1 I 1 ! 1 c MECHANICAL SECOND FLOOR HVAC OVERALL PLAN SCALE: r=20'-0" 2nd IPA - A GE\TER OVERALL R.?1ENLE AREA = 1543C! CASE = 11 :722 5F 5Q aftc'eri I \4f w a:' -/39 5 95 Efflcie 62 % Eff Iclenc 1 4 0 : 2nd ° :_00K DATA CENTER Phase • 3 2 REV°_N t AREA = 50, SF! GAGE AREA = 35,406 5F 2nd FLOOR DATA CENTER Phase 2 REV=M."E AREA = 32,10i SF GAGE AREA = 2C$24 5F 2nd FLOOR DATA CENTER Phose 1 REVENUE AREA = 21,245 5F CAGE AREA = 15,172 5F 56 55 Efflc �er .3 1 (GENERAL NOTES 5£E r"_Ta;: S►+ErS M.6 1. 616 2 AND 116 3 MR MEW-AL wvc DETAILS C RECEIVED SEP 07 2000 l.Xc)I)E ti NFA "T F1-E 3 i;t) \ ll - \111 LER SABEY ARCHITECTURE .7 EAST ttrt7.Iee BOAC AirE 300 -11!00 L > . .�� f E+'_sinc__ 1 7t;4_ al 5 -f(9 SM1 fithaCSCO Groom. scat FaxAls- 710-ouo REY(SIONS DRAWING NUMBER: KEY PLAN MED FOR Ti PERMIT.PH 12 3 06 -29-00 MUM FOR T1 MIT-PH 3 06-14-00 ISSUED FOR CONSIFIETION -PH 1 6731 -00 ISSUED FOR T1 PERMIT -PH 2 O7 -2600 ISSUED FOR T1 PERMIT -PH 1 06-26 -00 • exig R �E 1YFIl FP 0 , Iur!11 M2.20 ISSUE DATE NI drawings and written moterol oppeonnc ,rein constitute the ;,r and unpublished work of the r.ober Corpo otion end he some moy not be duplicoted,_ or disclosed w - - content of the Sate. Corporeiicn DRAWING TITLE: 4 i N 'STEMS 1 NC__ MECHANICAL SECOND FLOOR HVAC OVERALL PLAN PROGRESS DATE: 04/18,'00 FlLE: I : \2000CADD \200154EX0 -SEA3 \15411220 PLOT: PROJECT NUMBER: 200154 DRAWN BY. W. NELSON CTS CHECKED BY: R. MAHDAVI 5Ec n 7.0 APPROVED BY: W. HURLEY I 1 cm cm 1 I ES CM • IInuIIIIIRNn,, . - -- II i:l Iff,g ,gI axi; iarftuur PPNIMII aiw ++ •`ti. - ± wrsawhAi F C � CO 7-R si-ose RE /ENL E : 55057' CASE ARE : 20213 5F � b• , Ff' Ie-,u ( .d ' 2no FLOOR. DA- A CENTER 'he. 4 REvENI.E ARE. =, - 55366 SF CA&E AREA, : 20324 SF 60% E 'C c ePcy 2nd FLOOR DATA CENTER hose 3 REVENUE AREA = 21 ,552 SF CAGE AREA = 15684 51% ECeIelency — I: \00 \200154EXODUSSEATTLE3 \CAD \154M220.DWG - Aug 22, 2009 - 16:54:39 - WILLIAMN 1 1 1 1 1 1 r 1 1 1 I I 1 I 1 ! 1 c MECHANICAL SECOND FLOOR HVAC OVERALL PLAN SCALE: r=20'-0" 2nd IPA - A GE\TER OVERALL R.?1ENLE AREA = 1543C! CASE = 11 :722 5F 5Q aftc'eri I \4f w a:' -/39 5 95 Efflcie 62 % Eff Iclenc 1 4 0 : 2nd ° :_00K DATA CENTER Phase • 3 2 REV°_N t AREA = 50, SF! GAGE AREA = 35,406 5F 2nd FLOOR DATA CENTER Phase 2 REV=M."E AREA = 32,10i SF GAGE AREA = 2C$24 5F 2nd FLOOR DATA CENTER Phose 1 REVENUE AREA = 21,245 5F CAGE AREA = 15,172 5F 56 55 Efflc �er .3 1 (GENERAL NOTES 5£E r"_Ta;: S►+ErS M.6 1. 616 2 AND 116 3 MR MEW-AL wvc DETAILS C RECEIVED SEP 07 2000 l.Xc)I)E ti NFA "T F1-E 3 i;t) \ ll - \111 LER SABEY ARCHITECTURE .7 EAST ttrt7.Iee BOAC AirE 300 -11!00 L > . .�� f E+'_sinc__ 1 7t;4_ al 5 -f(9 SM1 fithaCSCO Groom. scat FaxAls- 710-ouo REY(SIONS DRAWING NUMBER: KEY PLAN MED FOR Ti PERMIT.PH 12 3 06 -29-00 MUM FOR T1 MIT-PH 3 06-14-00 ISSUED FOR CONSIFIETION -PH 1 6731 -00 ISSUED FOR T1 PERMIT -PH 2 O7 -2600 ISSUED FOR T1 PERMIT -PH 1 06-26 -00 • exig R �E 1YFIl FP 0 , Iur!11 M2.20 ISSUE DATE NI drawings and written moterol oppeonnc ,rein constitute the ;,r and unpublished work of the r.ober Corpo otion end he some moy not be duplicoted,_ or disclosed w - - content of the Sate. Corporeiicn DRAWING TITLE: 4 i N 'STEMS 1 NC__ MECHANICAL SECOND FLOOR HVAC OVERALL PLAN PROGRESS DATE: 04/18,'00 FlLE: I : \2000CADD \200154EX0 -SEA3 \15411220 PLOT: PROJECT NUMBER: 200154 DRAWN BY. W. NELSON CTS CHECKED BY: R. MAHDAVI 5Ec n 7.0 APPROVED BY: W. HURLEY I I J l.`J r i ice) 1K► I t2 I � I I � WA _ ><) 1= L LVR 1 4 FM 28 4 • 48.46 SA :x:* ", CONCRETE —60x 1 14 SA ROUTE 60x144 SA DOWN HRU Or CRETE ROOF TO FIRIST = LOOR r � 4 = - !Ll I s, 48x' SA • EXIT F ( G Y )1 108x'14 SA BOO UMW -1 •Tt- 4 - )DUCT PUJIETRATION 15, 0 •^s 116 1 • (TYP.) { _ _ • 7 24' :SA Etc • 1f:;:7i • I Iittt� r 8-°54" • 2 - 10 EG3 1'4 • I / i • La 15.200 lbs • • • 1.x1 LVR1 2 5 :OEM 3 D 14' -0' - R:\ PROJECT\ 00\ 200154EXODUSSEATTLE3 \OUTBOX \08 -23 -00 (PRE - BULLETIN #2 - MECH) \154M222.DwG •- -• • - Aug 29, 2000 • -• -• 09:12:48 • -• -• By: LARRYFROESS 96x96 SA BOO 1 r INLINE FAN SUPPORT (TYP.) a 1›,.1 I I t I ° --- -- - + 15,200 lbs • DG1 LJ r LJ (/1 VI r `J f •! -1 2 "0SA OD 15' -0" 71 FPVAV I /__ 2 -10 DU C TO SA SH I.< 96x96 SA BOO 1' -0" I L • • LJ • L • 1 • 22x48 RG$ - (TYP.) • • • LK1 15.200 lbs ICI • • a Vl SECOND FLOOR HVAC PLAN - PHASE 2 SCALE I /8 - =1' -O' i1 tl r I r xli114 VALL S SE E AR • 0 I I i _i_ ‘, I \ 'VFW = Q�'�ti'EN" °A� R✓OF .NE r - - - -- --, - I .---.---z-- - A R E r _ r , { 1._/ ,__ _/t I� i; _ l _: -J jj , r- t 1 1. r ; y l r` I ._ t 1 1 t . ' I I. f i t. i _ • SA GtP BOAR H AFT (TYP) .,HITECTURAL LJ PG1 I: ! 4 1; i \ tt l ( 111 t1 : 1; I \ _/ • / I t - • • • I if 4:; 2oao -13 9 • GPI • • f1 ><) • ><1 0 1/1 • • i-K r ■ TO CT SHAFT ION TO SHAFT • • • • 1 GENERAL NOTES A SEE 3E €E'5 106 1 106 2 V40 606 3 - ;�:/VAC '' S ROUTE 42x36 SA DOWN -HRU CONC. PAD 'O FIRST FLOOR �• i I ($ 2 REv 6/ S �.: '6' SF REVr7C SF GA24 57 Cr) -2s ^1 Sf T' iEW11 A RECEIVED SEP 7 2000 I \O1)t.SSI• l \( .1)ONALI Mil. 1.1 1Z REVISIONS DRAWING NUMBER SABEY ARCHITECTURE KEY PLAN V EAST 5 IAS a AD ArtE 300 io8-- 4313-6300 CaUffflluliSllz 1AL VI- 43k-_. 11 __ wCanal iff SUITAJt1 4, s- des -�aoo Su. ruwasco. owns* !COI. /411413- 7e6 -We0 ISS1IE0 FOR T1 PET4111•PH 12 3 06-29-00 A M AS ME11,gal ae, M 15SUED FOR CONSTR CT10f -PH 1 0731-00 ISSUED FOR T1 PEAMR -PH 2 07-26-00 ISSUED FOR T1 PERMIT -PH 1 06 -26-00 ISSUE DATE AN drawings and written mater"c; 3ppearin: herein constitute the original and unpublished work of the ;obey Corporation Ond the same may not be duplicated, Lsed a disclosed witno�! the •••t'er• .., tt.p Sa :r, .Tc.roorot'on.. DRAWING TITLE MECHANICAL HVAC PLAN 2ND FLOOR - PHASE 2 iiECEIVEO SF c1 ; 700 A IR SYSTEMS INC PROGRESS DATE: 6/8/00 FILE: I: \2000CAD0 \200154E10 -SEA3\15464222 PLOT: PROJECT NUMBER: 200154 RFC� EIVEn •Nll0 4 DRAWN BY W. NELSON CTT'/ OF Tu CHECKED BY: W. HURLEY SEP 2 C 1T0* APPROVED BY: R. MAHDAV! DERMI 'ENTF� M2.22 �3- - - -1 • -- r 7 I 4 ...i I ' >a - I , MC© 2' ((I ► - - , j � I �3- - - -1 • -- r ' • ; T *.1.- M CD 2 „<7 ((I ► D ■_r__ - r • • - -. • /EST `/E5 1r`� - t lid • • • • 1 HA...L�VAY 232 L. i2 • • • • • if �—a - w. __ Wi ill.i�d■C■alL. ral . w in. 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PSG :L:01:10cmcit DArUER • r 4 riT ri- ir- - ♦— lIILLL ��` i— w•rl•r ifi=iiii •emrrn i = .r1111iNt ii � It _ I 0^ 0 1 I� iI. •4w • • • FJMCO 2206 • • MC r r _ I h] I I prayer oryor f' rerrrr/ 1tr rr-- rr-- r—>f- rr-- rrrrimr_ r ♦ - r — r ---Rr Arrr = arr - ---- •Irr— err -rrrrr>f- rr--r A -r— r-r -r' .0 se 1 f • I 2203 0 4\ l• . N_r —_fir �■.�T • G• $ICI 2202 0 MCI 2204 • : Al 2205 2201 OMCD 2205 • CD 2203 • > <J ®MCD 2202 CD 2201 • --- tD 2104 • M 206o- 13 9 SHEET NOTES < 2 PQOo O( .DEUF'032 MR iis *3R Q(Tr+4 5/•6 2 vOlJ*1T 8ETMI EN R*iSEO FL OOR A A t SEE 00R S AB • • • , 1>< T or r i — +r w1� —r'ali :is. oriliiia•r N-i" i • r • • • • as F5 ,0' 6 ✓ F 5514 6 COR R Phase 2 2V ✓24 Si PHASI P KAS O R t , a;,r;t1;� RECEIVED SEP 07 2000 IA(11)1:S SEA [LE 3 M 1('DC) \ .' \LI) R ARCHITECTURE CONSUL COI'S SM3EY 17 EAST tlOrl•• io•c sUTF SOO 401- 4M -a10C _UK ._c _:Jtlora4 nt,2. _fiL _401- 411:.111 1 ZIK T_ VW—Soft 7) S. 4, 5- 7I -fox sir mama. CA .Ft► 14'04. re,k4 -71111-4o c • ••• O • • e - e e • • • 00,0 KEY PLAN REVISIONS ISSUE DATE IJI drowings and written material appearing herein constitute the original os4 unpublished work of the `:obey Corporation Ond the some m ay not be duplicated, used cr disclosed without :he written ,;orcer,t : - he Sco•, - ,)racrot•on. PROGRESS DATE: 6/8/00 PROJECT NUMBER: 200154 DRAWN BY W. NELSON CHECKED BY: R MAHDAVI APPROVED BY W HURLEY DRAWING NUMBER ISSfE FOR TI Pf3rfT -Fl112 ,3 ISSUED FOR Ti PERMiT-PH 2 ISSUED FOR Ti. PERMIT -PH 1 Fxnn ctrl. g d RECEIVED M2.22.B 08 -2400 07 -26-00 06 -26-00 eEt� o 11n00 DRAWING TITLE: A I R SYSTEMS I N C MECHANICAL HVAC CONTROL PLAN 2ND FLOOR - PHASE 2 - FILE: I: \2000CADD \200154EX0 - SEAS \154M222 - PLOT: RECEIVED Cn v T' TUKWII_A SEP 7 11 -4'" PERMIT C:E,F • MI II 1111111 llll M11111111 0 11111111111111 1 15011i AZI • .... 11111111.1111 71 II 1 .1 lareeiimeelmilem••• a . ......■ maxtrautta -1maciatetal ProliBla .- . 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CO • , FRI • CM :4 I .... .. •• • AIRE • ..1 ...Nor.. -- - ...moo,. • ommoo ',- 1.0. • _., ... . . . 42:1 . . ; . I • ZI itt • 11r.as ming . . a., mot gm it .1Z1 121 .(Z1 111614 = , 11 ... . m .„...._ mi .... A El .,..... , .10Ems P7 ... • WI LI I:\00\200154EXODUSSEATTLE3\CAD\154M230DWG - Aug 23, 2000 - 11:37:48 .- WILLIAMN 4 1, ii 0 MECHANICAL THIRD FLOOR HVAC OVERALL PLAN SCALE - - - cv ) 139 -CO 1(0, 13 GENERAL NOTES & SEE XTAe S m6 ia6 2 AND 1W6 race n!PrAji. eVA: DETAILS 4' RECEIVED SEP 07 2000 1•XODI.'s STA! 11 F. 3 Nt•DONALD M I I I .FR SABEY ARCHITECTURE 117 FASI !MAI •AD StATE me ace-3.-ame -5111 Zet111111&-tlill. !AIL _.4011,4.51e,L'a.L gjeggEr MILE _4 s--1.71,7042 S111 •11•11C1503. C0011•1• WU ru45 i; stye eel 1 • • • • • • • if • • , RNSIONS ISSUE DATE DRAWING NUMBER: -41 MED FOR It T-RH t 2 3 08-294X1 ISM FOR Ti PT-M4 3 03-14-00 LED FOR CON111010N-PH 1 0731-00 ISSUED FOR TI PERMIT-PH 2 07-26-00 ISSUED FOR It PEPAT-PH 1 06-26-00 NI drawings and written , nOterrl opperin, herein constitute the original and unpudished work of he - .41e, Corporation ond the same MT, rs01 be duplicated, sed disclosed othc, Once, :OPoc00 We RECEIVED DRAWING TITLE. STEMS 1 NC MECHANICAL THIRD FLOOR EIVAC OVERALL PLAN PROGRESS DATE: 04/ 1 8/00 FILE: I: \ 2 000CADO \ 200 1 541X0 --SEA3\ 15414230 PLOT: D P RA RN W E N CT By N : 11MBER: W 200 ,4 1 { 5 . 4 RECE soN IVED CHECKED BY: R. MAEIDAVI 'E APPROVED BY: W HURLEY PERMI M2.30 -• _ tir 1....1 „ars 1 111111111V - 71 AIL , 2 SA L I, 0 30D 15' -0 • __.� �fl vow — I 1111/711 ... 1.J I 1....1 I 111111111V - 71 AIL , 2 SA L I, 30D 15' -0 • vow — I><.1 ,..,i 1 , 1 AM& L , _A 1.J I 1....1 I 1■■ Li I = 1411 vow — I><.1 11 NC 2 TO 4 . C 1 6 "OEA I "0 ID 2 10" EG3 nasal 3-11 8 1 2 x 1 2 LVR1 - 1 :12 51.0F! CD 676 CF 1/1 �EA B 14'-0" PVAV 3-10 7 • 1 1 I • "Mgr/ ■1.11 >K1 1 1/1 ><1 41) 11r 2 14 CD 3 I: \ 00\ 200154EXODUSSEATTLEACAD\ 154M2.52 DWG Aug 23, 2000 - 12.2800 - WILL IAMN . 4 21 21 FE SAW P .1111 MO' frill 4 . 1 .1 mom 1 :f›<T [7.1 2 4 "OSA Bft 1 2-0 41D CID ("2 1=1 i›< GID CID [<J Wel f<1 C><1 [><I 4ID OD 4ID INLINE FAN SUPPORT (TYP.) 4D r 1 ENT FA TO 1/1 CONNECTION EpilAFTYP.) [>< ><1 au 1 r op VI E_C t4 C THIRD FLOOR HVAC PLAN — PHASE 2 SCALE: 1/8.1' -0" 4=1 C 0141 6x72 SA SHAFT' SERVING 3RD FLOOR (TYP)1 : ;4 . • G PEIOAR 1 ALL S AFT TYP) . e - , . pi. 0 71 larig • i [TAILS ill 1/1 1>< C%1 C Ep I>< ><1 A7 frAil MOW mow frill frail MAL AIM FE SD GENERAL NOTES A 3EL4 SmEs m6• 3 r: M6 2 AAMI fit WIC 7-7/.LS 4—+ Il 10 RECEIVED SEP 07 2000 v 14,5g „um:sm.:41-11E 3 AC DONAIMNIIILLFR COY...Ative REVISIONS DRAWING NUMBER. SABEY ARCHITECTURE v EAr sioiAw 110eD suit xio _SAN_ CSL CALECIAIL FAIL _12V wOrig41111 FRAPOSCO. CALWOIMIIA eV 04. FLUIS-716-6010 KEY PLAN ISSUED FOR Ti PET-PH 2 06-29-00 //,--,\ ISSUED FOR T.I. PERMIT-PH 2 07-26-00 ISSUED FOR Ti PERMIT-PH 1 06-26-00 • Fvn ffenigieTvil PROGRESS DATE: 6/8/00 PIE: I: \ 2000CADD 200154ExC SEA3\ I 54M232 M2.32 ISSUE DATE NI drawings and written material appeorinc herein constitute the original and unpublished work of the - Arbey Corporation and the some may not be duplicated. used or disclosed *Mout ,he wrt conce^t Ectsv Cor,cre,on RECE I VED non DRAWINL. E AIR SYSTEMS I MECHANICAL HVAC PLAN 3RD FLOOR - PHASE 2 PLOT: RECEIVED ,- 0.1%: , . \.. PROJECT NUMBER: 200154 trY r ()Kw; , DRAWN BY W NELSON SEP ' 9 ?I)00 1 c' - ' ., CHECKED BY R MAHOAVI PERm CENT r , . , APPROVED BY: W HURLEY • ... Milk=j11• ...... .....■ IIIIL I , , 477 mit... mirt ,,Arewi ••••••■ i I .. 1. I i ff4-1 WI °.'llii A EL AN Ea 1 a . ...... ><I i = = 0 G. • ... 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TT F 1 I ,40 *# # X 4 1 t l i i . , 0 [ .. • • • - - • • . • • • • • 4 • !•**• • * ; e . • • . • • 11x11 LK. . ........ . . . . . • . . • • . • . . . . . . . .. . • • . . . . . . . . . . . ... . ..... . .... . . . . . . . . . . . . . . \ • • • • . , . . . . ...Ct. Mao air my sox VA* .oft . ...... . . . . • - x -s- is*** 4 # • . . . . ' ••• • .' . . . . . . . . . . — . . , ('s; (c _ ,________i_ : -- ' • 1_ ..... . E - i F - 1 : \ i h 4e •'• -- - `, L __ ifIttri 1 !Visx L - 1 1 I ' : N x I : Lf, 1 N. I I I , • I 0 1 I I , , : s l 0 F AeovE 0M TE I I I I _ .... rt . .. 4 * • -. -Lel ,- .I , .‘"r” 1- '' Jr• I .'1.-11. • .6 k 4 I . .re il ' ' . • .... . . . . . . . . . . . . .... . . . . . . ....• '. . . . . . . . . . . . . . .•.'. il X 11 • , 1rt 44 -..........- ........— p...T.4...- Z1 X 1 • 1- .._r. .11r, 1. : , . .1.. - g A • L. . ' ' : • - _r— .. .. , , MECHANICAL ROOF HVAC OVERALL PLAN SCALE: ¶=20-0 (13 . • •-•••+, ,..••••• • • • •••1 -4 . . . .......... ..... . 4,- . ----- . ,•••••!•-•,,,,T• 7•••••• • • lir .... " " • • • • • - - - - - " ... • • • - ........ • • • • " - • • • • • - • ..... 1st/ s. mem. 6.do• • • • • • • • • ....... " • • • • • • • " • 1 - • • • • - • • - • • ...... • • • • - ,• • • • • • • • - ............ • • • • • • • • - • • - - • • • • ... • • - • • • • • • • =Met 3,0 tAISIMIN .... - • • • • • • - •• • • • • • • • • • • • -FitrX:w .1.44:&eaii)1L .* ,r, .1( • 4a-. ICA dr. - • ( d -re A • nr *it • et' . .rt 6:0 • 1 ..... • • • - • - • • • • • • • • ■ • - • • • • • • - • • .. .. • • - • • , 1 ..tbn OLoCt DKr dont cott) OA. 01. o•xw . t • - • 1 • . t .. • • - • • e -1 -1 C,6 • %Mg Eon tax ezw.rron . . . . .1 .... • • ' • ' 1 • ••••-•—.--1,— • ... . . . -ww- ,-,.. -.. , • , •,,,,..• 14•Alrl 1111, 111, 17 . OM KW. SOO - • • • • • • • • • • • • • DO AAP tst0: .. ... • • " • • ............. 4ti4ton._ •■■■ - • 14■A■ . ANA .12 CUP — = * Kg = ItlOt GENERAL NOTES SEE DtD SiIW S M 2 AM) lik6 3 FOP renPr*, ItrAte. ca) RECEIVED SEP 07 2000 I \OM'S SEA1 VII; (1)()NAI 1)-N111 SAABEY ARCHITECTURE 97 EAST MUM OAC &e, 300 tee- 06-8300 rAuFAmeL 25.11/. ZA& 401-4.34,- morgxacr. sme-g. _Mt 7 11_ 4 S.1tHga_ Stal MILICESCO. CAL-fa/11Y 14' 04 M11 5. ORAWINC NUMBER ISMED KR T1 PE1111T-PH L 2 A 062900 9E0 FCA 11 1T-R1 3 064403 SLED FOR CONTRUCTION-PH t 07-31-00 ISSUED FOR 11 PERMT-PH 2 07-26-00 ISSUED FOR 11 c'ERtAff-PH 1 06-26-00 REviSiONS ISSUE DATE i drainngs and +-le n ,, ateo , otoean herein constitute the anginal and unouoished work ot the Sabey Corporation and the same may not te duolicateet, used or disclosed -• •te.. e f F c-- lverTebtatiqg RECEIVED DRAWING 'T ! P SYSTEMS INC MECHANICAL ROOF HVAC OVERALL PLAN M2.40 PROGRESS DATE: 04/18/00 FILE: I: \ 2000CADD \ 200154ExC -SEA.3 \ 15414240 PLOT: • • -`• PROJECT NUMBER 200154 erre 75- 1 7. ' -'7,0/1LA DRAWN BY: W NELSON , CHECKED BY: R MAHDAv sEp 2 0 2000 - APPROVED BY. W kURLEY ._ • 3 \ EXH. FAN MOUNTING 46 (NP ) • AIL ire Zia Ss I: \00 \200154EXODUSSEATTLE3 \CAD \154M242.DWG - Aug 23, 2000 - 12:33:06 - WILLIAMN r r - �1 1 \ / I slmts l I I I I � I I 1 I/ \II L L- f - I / ' I stlhts 1 Il/ \ L_ �I I I 1 IS I' I -JI • •••■•■■■■■IIIiIl■ ' / I I'�I I I I I I/ \I L_ IL I F stlhts, 1 Pte I 1 \. L Ir4 r • • •• • • • • 00.41 • • EXH. FAN MOUNTING 36x36 LVR1 G / I slams 1 . 1 \ L_A S I' I / \ I I I\ /I 1 stleKS l I II I I L = ,IJ INF F- all : z. EXHAUST FAN (TYP )ING ROOF LEVEL HVAC PLAN - PHASE 2 SCALE: 1/8 1' -0" r r _�, l \ stints I I I I, \ I Oros I I 1P4 .11 i L \ L =_ 62x72 SA DISCHARGE DUCT CONNECT TO 56x1 10 .- UMIFIDIER HOUSING, ADD 96x72 SA DUCT FROM HUMIDIFIER TO MAIN 8W"0 DUCT (TYP) 40 • 0 • • • • • • HUMIDIFIER (1`4' EACH UN • 0 -p- MOUNT D - (TYP.) T) • • ® • • MANUAL I DAMPER (TYP) Li 1 /I I I stdMS 1 I 1 / \II _ �1 1 I stlhts i II/ \ L : -- I r 1 / \'I _ L_�I ! �� s� I • I ,....es, ,P,,, ! I 1 1 I I` 1 _ AJ DUCT PENETRATION THR.' CONCRETE ROOF, SEE DETA 6/M6.3 (TYP) 86 "0 S (TYP) � - 1 36x72 DUCT DROP 1 DON N : RU ROOF (TYP) A DUCT CROP HRU ROOF (TYP) • qo • - *- 9 \ AC UNIT I MOUNTING (TYP.) L 64x84 RA DUCT DROP DOWN THRU ROOF, STOP 24" BELOW ROOF DECK (TYP EACH UNIT) II, \II 06: 90 2 -jj GENERAL NOTES A, SEE DE'A& SHsEE •16 106 2 AND N6 3 r311 ner* CAI •lvAh, T■i_S f - ( 7 ) RECEIVED SEP 07 2000 I \t)I)I S SI•:Al'li I; 3 �1 ' CI)t)NAI DAM 1 I.R S4BEY ARCHITECTURE 97 UV Maur lbw sum 300 -13[ -3700 , - ChLf sA 9S,1} juL X06 A}[__S:.L 14s&!!- E 7, 4, 5- 7 1e-4092 SAM %mason, CALIFORNIA 341Ca. r.x.is '06 - 6Ox0 REVISIONS SSIED FOR Tl P6i/i-0H 12 ,3 06-28 ISSUED FOR TI PERMIT -PH 2 07 -26-00 1SSl1ED FOR Tl PERMIT - PH 1 06 -26.00 ISSUE DATE AL ora.ings dnd written moterial appearing herein constitute the original aro unpublished .ork of the Sobey Corporation and the some may not be duplicated. used a disclosed wit"o,)' ' £ .6:ter. concert the .vey `.Crporot:on. ICS DRAWING TITLE MECHANICAL HVAC PLAN ROOF LEVEL - PHASE 2 DRAWN BY. CHECKED BY: APPROVED BY: DRAWING NUMBER: W. NELSON R MAHDAVI W. HURLEY M2.42 PERMIT CENrEF SI- 1 I,t ; ?iI(III AI R SYSTEMS INC PROGRESS DATE: 6/8/00 FILE: I: \2000CADD \200154EX0 -SEAS \1544242 PLOT: PROJECT NUMBER: 200154 RECEIVED y�c nIKWILA I II IQ I I 1ST FLOOR ELEV. +0' -0" t JI • N K am=; =-` ,.5.......i: ''•- 1 Ca_ _� - 1'=.1-x = f ' .-,_,= 3' -11 ", 8' -0 r F5 I I� 1,1 STRUCTURAL CONCRETE SHEAR WALL, SEE STRUCTURAL. 4 ' - 6" STRUCTURAL CONCRETE BLOCK WALL, SEE STRUCTURAL 1 8. -0 " 1 • 0 , t 2 ' -1" 0 STRUCTURAL CONCRETE SHEAR WALL, SEE STRUCTURAL. I ' Scar 3/32 -• " -0 Scale: 3/32=1'-0' i7 I. !Ii 1 -0 "" T R:\ PROJECT \00 \200154EXODUSSEATTLE3 \OUTBOX \08 -23 -00 (PRE - BULLETIN #2 - MECH) \154M31 DWG * - * -* Aug 29, 2000 * - * * 09:16:27 * -* -* By: LARRYFROESS 1 tUl 1 STRUCTURAL CONCRETE SHEAR WALL. SEE STRUCTURAL o • • v O rINCAL RETuiti l DuCT W k� 0o£ WIG *m4 FIRE /SSE DAMPER DUCT THRU WALL PENETRATIONS C r; ELEV. VIEW @ GRID E - LOOKING EAST D7_0- , 14' -1 1 " TYPICAL RETURN DUCT WALL OPENING WITH FIRE /SMOKE DAMPER DUCT THRU WALL PENETRATIONS ® ELEV.VIEW@GRIDL _ - LOOKING EAST Scale: 3/32 =1' -0 1"-'11111 -41 DUCT THRU WALL PENETRATIONS O _ELEV. VIEW @ GRID 7 - LOOKING NORTH Scale: 3/32.1 -0' r i ' 3' -0" DUCT THRU WALL PENETRATIONS ® ELEV. VIEW @ GRID 13 - LOOKING NORTH I ' )"-Cr --f -- - - 17' -4 s - r r $s ICI STRUCTURAL CONCRETE BLOCK WALL, SEE STRUCTURAL L ti y I 171 , Lmss' STRUCTURAL CONCRETE BLOCK WALL. SEE STRUCTURAL. 9' -2" II i C I I I 1ST FLOOR it a 1 I • 4. III STRUCTURAL CONCRETE SHEAR WALL, SEE STRUCTURAL. II I 2ND FLOOR ELEV. +20'- ELEV. +0' -0" 2 ' - 3 ' : - „_8' -0" ,.• I � a• a" . 0' -0- 1 >< ' 0 4• - (reP) 2ND FLOOR T -3" STRUC'URAL CONCRETE SHEAR WALL. SEE STRUCTURAL • ELEV H2O - 0' 1S2 FLOOR ELEV +0' -0" M ELEV +20 -0' ELEV +1 4' 1ST FLOOR ELEV C7 - .__ - 3 4 FOR INFORMATION ONLY WALL OPENING IS FOR YOUR INFORMATION ONLY. COORDINATE ALL OPENINGS WITH STRUCTURAL ENGINEER. OPENINGS INDICATE NET DUCT SIZ CONTRACTOR TO DETERMINE ACTUAL SIZES RE TO ALLOW INSULATION AND CLEARANCES NEC CONTRACTOR TO ALSO CONFIRM LOCATION, H LAYOUT WITH SHOP DRAWINGS. • UII SARY. GHT, AND IVED 7 2000 • \ODCS SEATTLE TLE 3 M \C'I)O\AI.D- A11LLER ARCHITECTURE SABEY f7 r,A$T Mow. nom Ari 310 4011- 431 -83O3 _SIt 1DSE_ :A-1'0 • 35E1_ , 111414=0. c isa wa Wee . al-.1 s- 7as -6040 BIM 1 -Pl123 A 83.ED PS DEEM rt -PH1 ESLED FOR T1 PERIST -H 3 5&€ FOR CONSTR.CT101 -PH 1 ISSUED FOR Tl PERMIT-PH 2 BSUED FOR Tl PEFI.UT -PH 1 REVISIONS 06 -29-00 062900 06-14-00 07-31-00 07 -26-00 06-26 -00 ISSUE DATE 4t drawings and written material appearing heron constitute the anginal and unpublished work of the Sabey COrporotion and the same may not be duplicated. uses c - disclosed !tie - •e.. co ^rat •,e Seeey C DRAWING NUMBER g east C L C ll REP 0 7 2110r DRAWING 'III E � 1 $fi F14r T N? MECHANICAL SECTIONS PROGRESS DATE: 04/18/00 FILE: I: \2000CADD \200154ExO- SEAS \ 154M31 PLOT: PROJECT NUMBER: 200154 DRAWN BY: W. NELSON CHECKED BY- RMAHDAVI 56-1' 2 0 2000 APPROVED BY: W HURLEY pal, Ul n M3.1 FiiCE Ct - Y OF �UK'N {lA PROVIDE 20"o SST. DUCT SLEEVE, 16 GAUGE (GALv) THRU EXHAUST LOUVER AND WALL SOUND ATTENUATOR (BY GEN. MANUFACTURER) I ;--1 T-BAR _CEiuNG_I± 1; ; I! i 11 I I! I h. I !I [ 1 i 1111 (is p i ! II ; I i ; ' Pi , I I DATA CENTER CAGES (TYP) ! \ 1 \ 30" HIGH RAISED FLOOR . _(_±22 . -6" _ _ _ N q If 1 II li 4 d ______ . , .,,, ! , ' ,; II ,, ND FLOOR JO- 2C-0") a II i N , SST EXHAUST 72x96 SA OPENING (TYP) 1 120x56: • 1 0 HUMIDIFIER (TYP) 72x62 SA DISCHARGE DUCT CONNECT TO HUMIDIFIER (TYP: ROOFTOP PACKAGE 'LINT (TYP) RAISED FLOOR T BAR CEILING '+33' 6" MOUNT EXHAUST FAN TO FACE OF PLENUM 1 ,-i•--\ 16 SST. EXHAUST HEADER 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. I I I , 11 MANUFACTURER PROVIDED AC JNIT ROOF CURBS ---- L.E."..iELING CURD (TYP) i -- --_-_-_-___ --- , I / i 1 i i f 1 11 0 iri 1 1 11 f I t i / 6 \ ! 11 I 1 1! I; I ii il i i ! - - -r i :, II 3RD FLOOR__ Cif.40 17. 0 " ) ti ;I 11 II II 1 1 + I A\ ----- i i • I i 1 BOO --!-,,,,,,,,, .._ i . ,.. .t. -, .., . . ir 4 II .-_,.-,--..,,_ _ 1 r __IIIE.L1 - i —j JE -------- Zit_,_11._ i ENGINE EXHAUST SILENCER '(BY GEN. MANUFACTURER) ! I 2ND FLOOR SA DUCT SHAFT SEE DETAIL 10/M6.3 (TYP) - 2ND FLOOR SA DUCT SHAFT SEE DETAIL 1 0/Md.3 (TYP) CONNECT 8" SST. HYSPAN SERIES #2502 FLEXIBLE CONNECTOR TO GENERATOR EXHAUST NOZZLE (TYP OF 2 PER ENGINE) LMERGENCY GENERATOR 1ST FLOOR ( 0 PARTIAL SECTION — LOOKING NORTH Scale I/4 r-Cr LOCATE 2ND & 3RD FLOOR SA SHAFT ZONE CONTROL DAMPER ABOVE ROOF 3RD FLOOR SA DUCT SHAFT (BEHIND) R:\PROJECT\00\200154EXODUSSEATTLE3 \OUTBOX \08 -23-00 (PRE-BULLETIN #2 - MECH)\154M32.DWG *-*- * Aug 29, 2000 * -*-* 0917:01 *- * -* By LARRYFROESS MANUFACTURER PROVIDED AC UNIT ROOF CURBS LEVELING CURB (TYP) 4. 1 !! I it 1! i 11 72x'36 SA OPENING (TYP) 120x56% 1C HUMIDIFIER (TYP) 72x62 SA DISCHARGE DUCT CONNECT TO HUMIDIFIER --- T-BAR CEILING , +53'-6" RAISED FLOOR (+42'-6") :3RD FLOOR I(+40"-0") I. 1 r I DATA CENTER CAGES (TYP) 1 JMIDIFIER (TYP) 30" HIGH RAISED FLOOR 22 6") - 11 II 2ND _ELO9Ri (+ 20' - Q"). '4 T-BAR CEILING (+33'-6") I - , 1 11 1 FU 1 10 i G80AERscCHIALL I At 11! i i I I/ A I A i ; .1" i ;.51 qfl .1; . .4 , r : i., ;.- . SEE DETAIL 10/M6 (TYP) / 1 ' ' LOCATE 2ND & 3RD FLOOR SA 1 SHAFT ZONE CONTROL DAMPER ABOVE ROOF 11: I; M1-00.0-139 1 2ND FLOOR SA DUCT SHAFT SEE DETAIL 10/M6.3 (TYP) F Li ® PARTIAL SECTION — LOOKING NORTH ; —0- r ,—ROOF • RECEIVED SEP 0 7 2000 FNODUS ST..A r FLE 3 \(I)O\ I 1.)-N111.LER SABEY ARCHITECTURE 9' UST MO.. ROAD SurE 300 406-434-8300 __SAA CA1,E00/11& 31.112_ EA1-4011,431-13.1: 4 .* 3 310 MAICISCO. uur311114 14164 FAX 415-7110-11010 ISSUED FOR T1 PERMIT-PH 1. 2 3 013-29-00 ISSUED AS MUTH #2-F11 1 *3-29-03 !MED FOR T1 PEOIT-FH 3 0644-00 A ISSUED AS BULLETIN il-PH 1 06-11-00 ISSUED FOR CONSTRUCTOP• 1 07-31-00 ISSUED FOR T1 PERMIT-PH 2 07-26-00 ISSUED FOR Ti PERMTT-PH 1 06-26-00 REVISIONS ISSUE DATE Al drlyonas and .antten matenci aPPeanng neTei" the ,inginal and ,noublished "'or* of the Sobt, .Corporation and the some may not be duplicated, used disclosed ,^e cs; Sate% RECEIVED Si? .J 7 "PF" DRAWING ' 'TLE A I R SYSTEMS IN MECHANICAL SECTIONS PROGRESS DATE: 04/18/00 FILE: \ 2000CADD\ 200154EXO -SEA3 \ 154M32 PLOT: PROJECT NUMBER: 200154 RECEIVED -cry fw TIWW, A C 1 DRAWN BY W NELSON ) CHECKED BY: R. MAHOAVI - APPROVED BY: W HURLEY DRAWING NUMBER: M3.2 ECONOMISER/SMOKE EXHAUST FAN, SEE PLAN FOR LOCATIONS I I MANUFACTERER PROVIDED EXHAUST FAN ROOF CURB LEVELING CURB aOr .1.11 T T T ! - CONCRETE BLOCK 12" THICK CONCRETE -*- WALL. (TYP) SHEAR WALL I FSD ! AIR TUNNEL 34.30 RA Di="_t=2=_E_DEI Er i cRQ6E ' 11 11 I f __ ii_ I - :I Cl EN MOUNT CONTROL DAMPER INSIDE -PROVIDE- ACCES-S-T9-- ACTUATOR. FSD ,FSer (4)33"hx66"w FSD EACH SIDE OF SHAFT BAR CEILING 1 ..... ,---84X72 EXHAUST SHAFT. SEE ARCH. DWG'S. FOR DETAILS 3tr MGM RAISED FLOOR (+42 TYPICAL ECONOMIZER EXHAUST FAN PARTIAL SECTION —LOOKING NORTH 30' r4iC;14 RAISED FLOOR (+22 12x'8 SA '2O SA HDP PANEL (TYP) PARTIAL SECTION — LOOKING NORTH Sco. /4 — .. I I , I j . 96.44 RA 2ND FLOOR (+20 —0") 1ST FLOOR (4-o IAI it UPS fZIAT7ERY ROOM CONCRETE BLOCK WALL (TYP) 22x36 SA R:\PROJECT\OO\2001 54EXODUSSEATTLE3\OUTBOX \08-23-00 (PRE—BULLETIN #2 — MECH)\ 1 54M33.DWG * -*—* Aug 29, 2000 *—*—* 09:17:37 * * * By: LARRYFROESS SEE DETAIL 10/M6.3 (TYP) 2ND FLOOR SA DUCT SHAFT SEE DETAIL 10/M6 3 (TYP) UPS MDC JLE TYP) 36x22 SA ■-■ T UPS BATTERY ROOM 30z44 SA UPS MODULE (TYP) P ARTIAL SECTION —LOOKING NORTH Scale t/4 CEILING (+33 3RD FLOOR (+40 1ST FLOOR (+0"-0") / DATA CENTER CAGES (TYP) 30" HIGH RAISED FLOOR (+22 6") 2ND FLOOR (+20'-0") 42x50 SA TYPICAL DISTRIBUTION PANEL c) PENTHOUSE — PARTIAL SECTION Scale = -0 „ SEE DETAIL 10/M6.3 (TYP) 36x36 INTAKE LOUVER • 1 7' DETAIL 10/M6.3 (TYP) 28x18 SA (TYP) ME00--/,39 - SEE 7 .} , N ; LOC.r 42,‘54 SA PANEL (TYP) - DISTRIBU TIC/11_22Na_ ROOF SHED. SEE ;RCH DWG'S FOR DE 12" THICK CONCRETE - SHEAR WALL SABEY ARCHITECTURE Q), L RECEIVED SEP 07 2000 l':\ OPUS SL vrilit. 3 Al \,11)0NA11)-N111.1.1:2,_ 117 EAST ICA: Son 30C *OS- 434- B300 —SAlk ACKF_ ze.,./fmu. 15112 Liz_ 4013-0A-1.1.1.1_ Ijri2 Kloccitr FX11 Si.fn 711, 4,5-11-figgc_ sm r.m..romm ssio4. rat415-18-Go10 S9.ED FOR T1 W-PH 1, 2 3 06-29-CO 1SSLED AS MON RAI 1 08-29.00 136LED FOR Ti FEIWIT-PH 3 06-14-00 A eN.ED AS EL1LET14 ti-FH 1 0611-00 613LED FOR C061S1RUCTEN-PH ' 07-31-CO ISSUED FOR T1 PERMIT-PH 2 07-26-00 ISSUED FOR T1 PERMIT-PH i 06-26-00 REVISIONS ISSUE DATE drawings and tten mateno ocoearnu herein constitute the original and Jnpubl■shea work of he Soney Corporat.on and the some may not be duplicated. ,sec or disclosed ■te c.rce-• .^e iirCEIVED cf P 0 7 ?Fr • DRAwiNG riTLL ! INC MECHANICAL SECTIONS PROGRESS DATE: 04/18/00 FILE, \ 2000CADD\ 200154Ex0-SEA3\ I 541433 PLOT: PROJECT NUMBER: 200154 ,A DRAWN BY W. NELSON c 0 CHECKED BY. R. mAHDAvt PERM,' ' .L APPROVED BY: W HURLEY DRAWING NUMBER. M3.3 r":" ROOF (FL& vARICS1 T-BAR 2,EIL.NO (53 I I 1 30" RAISED FLOOR c+42 - 3RD '100R____17 4 0170 . 1_ T - •A.R CE 2N: FLOOR_Lt-2_0170") 96x44 RA 1ST FLOOR (+0"--0") -BAR CEILING (+53'-) 30 HIGH RAISED FLOOR (+42H • RD FLOOR (+40 ' -BAR CEILING (+331767) 36x120 RA 0" HIGH RAISE FLOOR (+22'-6" ND FLOOR (+2(t-Q1 96x44 RA 1ST FLOOR (+ 0"- 01 11 li• Pd 30 HIGH RAISED FLOOR (+ 22 - _ • . 1 -, -4 s 4.8.k.20 SAJ !e25 - n UPS BA ROOM. - p. 86"0SA WITH 2" INSULATION - D JUST INSIDE ROOF CURB • STOP SUPPLY DUCT • ,...),0 (TYP OR ALL SHAFTS)' Cs4 !! AIR TUNNEL CONCRETE BLOCK WALL (RATED, TYP)--• • I. ' I!' !Ii 14 , , I f I - C2) S -D T hae.14::FACTuF ER PROVIDED AC ,,NIT C',103 (TOP 1 LEVELING Ct. RS TYP), —1-Lm5 12x 18 5 18x24 S - 28- SA--/ A-r I I . ++-- HOP PANEL III L BATTERY UPS BATTERY ROOM (TYP) I 'I, _.(TYP) 1 )RACk ‘:9 ,.. 4 2 1111 r•••. I . 1 T 'T - - ir - - " -- r - ; : I ...... _ i.l' UMW/ ; tit 86"0SA WITH 2" INSULATION \-- 96x44 RA FUTURE COLO SPACE -D j iii- 11 TYPICAL 2ND & 3RD FLOOR SA SHAFT ZCNE CONTROL ,JAMPER LOCATED ABOVE ROOR1 N N FUTURE COW SPACE iimaffamE • N 44x96 RA 1: It t -D rrYPICA i672 SA DUCT FRO E *SA -.EVER 1" -CAC.** tAINKT .1: • ••==••••■=9,- 40••■■••••■•••Hi+-T.....-7-----,......• I I . • • .i! - I • \-- 72x6C SA !I! N SEE IIETAIL 10/M6.3 (TYP EACH SHAFT) TYPICAL 96x72 SA DUCT - FROM HUMIDIFIER DAMPER (TYP EACH UNIT) 60x72 SA I II ,•. 44x96 RA co N 20a56 00...4*CWER 'aro. DAPfR (rY9 EACH; uN1T)-- !.! SHIPPING AND RECEIVING 1 4 ® PARTIAL SECTION - LOOKING WEST 86"0SA WITH 2" INSULATIJN 105A SHIPPING AN II RECEIVINQ IT I sad. RIF ® PARTIAL SECTION - LOOKING WEST Scale 1/8 = 1 RAPROJECT\ 00 \ 200154EXODUSSEATTLE3 \OUTBOX \ 08-23 00 (PRE-BULLETIN #2 - MECH)\ 154M._54.DWG *-*- * Aug 29, 2000 * - * -* 09:18:08 *-*-* By LARRYFROESS 44x96 RA 11 \-- I 4 "SA , . SI 60x 72 SA 8 RESTROOM 10"SA LUNCH ROOM • hi 1 q! 1 114 1 L, , . ; —7 \ • .,• h'rt 144x60 ( AC 07 72x60 /---78x68 SA II (TYP • T I I MAIN SWITCHGEAR ROOM p-108x96 SA. SPLIT NTO e4.46 SA AND 24.9E / AC 08 a \--72x50 54x42--/ ,/ ,--96x96 SA 96x48 RA/FSD I r(TYP OF 4) 347 4 4 CONCRETE EQ MENT PLATFORM (TOC +24 ._Ow POINT) C-D 1ST FLOOR (+0"--0") CONCRETE EQUIPMENT PLATFORM 110C +24 -2' LOW POINTI___ 1ST FLOOR (+0"-0"1_ RECEIVED SEP 07 2000 ()M.'S SEATTLE. 3 11 ',.DONAI.I) NIILLER REV SIONS SABEY ARCHITECTURE EAST MONA* KM SUR .100 406 8300 _SYS ..0SL :mimes& 91112 IAL _TA gINTCCM41 S4Ti 41 5 - 1 11 - 1491 Saw •tmeasco. CALIFORNIA 94'04 ral • 4 , 5 - '1111 i(3) FOR T1 FERNIT-PH t 2 ,3 06-26-00 IMED AS %LEN .2-PH 1 C629-03 ISSUED FOR T1 FEIW-PH 3 06-14-CO A ISSLED AS EituinN N-PH 1 06-0-00 ISSUE) FOR CONSTRUCTION-PH 1 07-31-00 ISSUED FOR T1 PET-P14 2 07-26-00 ISSUE DATE drcnii•ngs and written materoi appear, ,ere,n constitute the original and unpublished work ot tne '....arporation 4,0 the some may not be duplicated, ut.ed or disclosed Nimmoomninin DRAWN( r 'TLE MECHANICAL SECTIONS PROGRESS DATE- 04/18/C0 FILE I:\2000CADD\ 2001 540(0 -SEA3\ 15443 PLOT CITY OF 1- UNWIt PROJECT NUMBER, 200154 SEP 2 n DRAWN BY W. NELSON ,EN' CHECKED R MAHDAVI APPROVED BY W HURLEY DRAWING NUMBER: SF P 0 7 91111f. R YS El.tS M3.4 GRA.vITY VENTILATION HOOD UNIT MARr<. o 7 I M -RK MFR I MODE! OPER CFM I IN WG i �iM �Br SERVICE INSTALLED IN THIS ! SEE NOTES PHASE ; M1 Gv- • & 3 f f GREENHECK FHR 'ONE I NONE I 64 PAS 1 24x24 SE PLAN ELEVATOR SHAFT 1 1.2.3.5. & 7 TITUS Gti•_ GREENHECK FHR -� NONE NONE 64 PAS ; !2x12 . SEE PLAN ELEVATOR SHAFT 1 1,2.3.4.5. & 6 NO (0 HOUSING 5. PROVIDE 5 MESH) 6. PROvIDE 7. PROVIDE ALUM. MESH INSECT SCREEN OVER "HROAT ROOF CURB. DUCTED HOOD. PAR 1 PROviDE 5" HIGH BASE. 2. PR' IDE GALV. BIRDSCREEN 3. PRCV^DE GALV. STEEL 4 . NON- DUCTED HOOD A R DISTRIBiTION SCHEDULE UNIT MARr<. (MFR 11 I FACE I CONN a SIZE 1 t OESCRsa /ON M1 TITUS PAS ? 24. SEE PLAN i T -EAR LAY - IPI. STEEL CONSTRUCTION. 026 *H1rTE CD2 rrUS PAS 1 24x24 SE PLAN } ' SURFACE MCUN'E`J, STEEL CONSTRtiCT10N, #26 6 11IM;TE CD3 TITUS PAS 20x20 t SFE PLAID I SURFACE MOUNTED. STEEL CONSTRUCTION. #26 WHITE C04 TITUS PAS ; !2x12 . SEE PLAN SURFACE MCjNTEC. STEEL CONSTRUCTION. 026 v'-+''E RG1 TITUS PAP # 24.24 ; 22x22 T -BAR LAY -1N. STEEL CONST...JTON. #26 IAH•TE RG2 TITUS PAR 24x24 , 22x22 4- SURFACE MOUNTED. STEEL CONS'RU CTION, #26 WHITE ?G3 TITUS PAR 24.48 I 22x46 T -BAR LAY -;N, STEEL CONS - RUCTION. 026 WHITE EG. TITUS I PAR '6x16 SEE PLAN SURFACE MOUNTED. STEEL CONS "RUCTION• y26 WHITE EG2 TITUS PAP 2 ' SEE PLAN T -BAR LAY -'N. STEEL CONSTRUCTION. #G6 WHITE EG3 TiTUS PAR 27285 . 6.:64 SEE PLAN SEE PLAN , SEE SEE PLAN SURFACE MOUNTED. STEEL CONSTRUCTION, #26 WH :TE SIDE 'HALL RESISTER. DC ',LE DEFLECTION, 3/4" SPACING STEEL CONSTRUCTION. #2: *HITE SRI TITUS 582 TITUS 250 24x12 24x' SURFACE MOUNTED. #26 WHTE, Yd,/ OPPOSED BLADE DAMPER (AG -15) STEEL CONTR,,CTION SR3 TITUS FSG60FA SEE PLAN SEE PLAN FLUSH MOUNTED, STEEL CONSTRUCTION, FIRE /SMOKE CAMPER PROviDE TITUS AEP3BLADE 272RS "0 MOUNT IN FGGNT OF FSD GRILLE S;ZE DETERMINED B' RUSK IN FSD6ORS S ZING CRITERIA REFER TO RUSKNI CATALOG OR CONSULT RUSK!N =0? PROPER SIZING OF SUPT L Y GRILLE GRILSE TO BE "SRI " ROM I :7.,S CONSULT RUSK,N FOR MOLNT1NG RECOMMENDATION LVR1 BUSKIN 606 SEE PLAN SEE PLAN CONSULT MANUFACTURER FOR RECOMMENDED IP.STALLATIGN COORDINATE WITH ARCHITECT FOR LOUVER Pr; NT COLOR TF1 ACUTHERM TF -HC 24x24 SEE PLAN T -BAR LAY -IN, STEE:. #26 WHITE FSD RJSKIN FSD6G SEE SEE PLAN PLAN CONSLLT RUSKIN FOR MOUNTING RECOMMENDATION EF 2 -4 GREENHECK SBE -3L72 -100 60,000 60,000 0.25 384 7,238 93 8.34 BELT ODP 10 460/3/60 YES 1,050 MAIN ELECTRICAL ROOM BLDG. MANAGEMENT SYSTEM 1 1,2,3,7,10,11,12 & 13 EF 2 -5 GREENHECK SBE- 2L20 -10 4,515 4,515 0.25 1384 5,888 80 0.66 BELT ODP 1.0 460/3/60 YES 65 MAIN ELECTRICAL ROOM BLDG. MANAGEMENT SYSTEM 1 1,2,3,7,10,11,12 & 13 EF -lA GREENHECK SO -120 -A 1,370 1555 0.75 1. 5,927 77 0.46 DIRECT ODP 0.50 115/1/60 NO 75 RESTROOM (ON /OFF) CONTINOUS OPERATION 5 1,2,3,7 & 9 EF -1B GREENHECK SO -130 -A 1585 1953 0.75 1.725 5,927 79 0.61 DIRECT ODP 0.75 115/1/60 NO 90 RESTROOM (ON /OFF) CONTINOUS OPERATION 2 1,2,3,7,8 & 9 EF -188 GREENHECK SQ -85 -D 237 237 0.50 1,540 4384 67 0.05 DIRECT ODP 0.08 115/1/60 NO 40 KITCHEN SPEED CONTROL SWITCH 2 1,2,3,7,8 & 9 EF-1C GREENHECK SO -130 -A 1786 1 953 0.75 1,725 5,927 79 0.61 DIRECT ODP 0.75 115/1/60 NO 90 RESTROOM / (ON /OFF) CONTINOUS OPERATION 1 1,2,3,7 & 9 EF -2A GREENHECK SO -' 30-A 1 559 1953 C 75 1,725 5,927 79 0.61 DIRECT ODP 0.75 ' 15/1/60 FF NO 90 RESTROOM & KITCHEN (ON/OFF) CONTINOUS OPERATION 5 1,2,3,7 & 9 EF -26 GREENHECK SO -130 -A 1569 1953 0.75 1,725 5,927 79 0.61 DIRECT ODP 0.75 115/1/60 NO 90 RESTROOM (ON /OFF) CONTINOUS OPERATION 2 1,2,3,7 & 9 EF -2BB GREENHECK SO-80 -D 147 147 0.25 1111 3163 58 0.02 DIRECT ODP 0.08 115/1/60 NO 40 KITCHEN SPEED CONTROL SWITCH 2 1,2.3,6,7 Sc 9 EF -2D GREENHECK SQ -130 -A 1 875 1953 0.75 + 1 ,725 5,927 79 0.61 DIRECT ODP 0.75 115/1/60 NO 90 RESTROOM & KITCHEN \ (ON /OFF) CONTINOUS OPERATION 1 1 ,2,3,7 & 9 EF -2E GREENHECK SO- I 20-B 860 864 0.50 1140 3917 63 0.14 DIRECT ODP 0.75 115/1/60 NO 75 RESTROOM (ON /OFF) CONTINOUS OPERATION 3 1,2,3,7 & 9 EF -3A GREENHECK SO-130 -A 1559 ® 1953 0.75 1.725 5,927 79 0.61 DIRECT ODP 0.75 115/1/60 NO 90 RESTROOM & KITCHEN (ON /OFF) CONTINOUS OPERATION 5 1,2,3.7 & 9 EF -3B GREENHECK SO-130 -A 1569 1 953 0.75 1,725 5,927 79 0.61 DIRECT ODP 0.75 115/1/60 NO 90 RESTROOM (ON /OFF) CONTINOUS OPERATION 2 1 ,2,3,7 & 9 EF -38B GREENHECK SO -80 -D 147 147 0.25 1111 3163 58 0.02 DIRECT ODP 0.08 115/1/60 NO 40 KITCHEN SPEED CONTROL SWITCH 2 1,2,3,6,7 & 9 EF -3D GREENHECK SQ -130 -A 1875 1953 0.75 1,725 5,927 79 0.61 DIRECT ODP 0.75 115/1/60 NO 90 RESTROOM & KITCHEN \ (ON /OFF) CONTINOUS OPERATION 1 1,2,3,7 & 9 EF -3E GREENHECK SO- 120 -B 860 864 0.50 1140 3917 63 0.14 DIRECT ODP 0.75 115/1/60 NO 75 RESTROOM (ON /OFF) CONTINOUS OPERATION 3 1,2,3,7 & 9 Er -4d GREENHECK G -90 -D a 686 686 0.25 1550 4413 66 0.06 DIRECT TEAO 1/15 115/1/60 NO 23 DISTR. PANEL PENTHOUSE (ON /OFF) CONTINOUS OPERATION 5 1,2,7 Sc 9 EF --4B GREENHECK G -90 -D 686 686 G.25 1550 4413 66 0.06 DIRECT TEAO 1/15 1 15/1/60 NO 23 DISTR. PANEL PENTHOUSE (ON /OFF) CONTINOUS OPERATION 4 1,2,7 Sc 9 - EF -4C GREENHECK G -90 -D 686 686 0.25 1550 4413 66 0.06 DIRECT TEAO 1/15 115/1/60 NO 23 DISTR. PANEL PENTHOUSE (ON /OFF) CONTINOUS OPERATION 3 1,2,7 & 9 EF -40 GREENHECK G -90 -D 686 686 025 1550 4413 66 0.06 DIRECT TEAO 1/15 115/1/60 NO 23 DISTR. PANEL PENTHOUSE (ON /OFF) CONTINOUS OPERATION 2 1,2,7 & 9 EF -4E GREENHECK G-90 -D 686 686 0.25 1550 4413 66 0.06 DIRECT TEAO 0 1/15 115/1/6 NO 23 DISTR. PANEL PENTHOUSE (ON /OFF) CONTINOUS OPERATION 1 1,2,7 & 9 EF 4F GREENHECK G -90 D 686 686 0.25 1 550 4413 66 0.06 DIRECT TEAO 1/15 1 15/1 / 60 NO 23 SHOP PENTHOUSE (ON /OFF) CONTINOUS OPERATION 1 1,2,7 & 9 t_____ RTF -01 AEROVENT 66W720 - - - 76,179 76,179 1.81 :300 15447 105 28.44 DIRECT ODP 30 460/3/60 YES 3700 UPS RETURN DUCT BLDG MANAGEMENT SYSTEM 1 15,16,17,18, Sc 19 RTF -02 AEROVENT 72W723 114,217 114.217 2.28 900 16908 105 54.10 DIRECT ODP 60 460/3/60 YES 4550 UPS RETURN DUCT BLDG MANAGEMENT SYSTEM 3 15,16,17,18, & 19 %-_ -2 1 ?BANE 4: 3 "RAID/` SXHF 6040 PACKAGE AIR HAN') NC UN SCHEDULE SLR Y FAN ST FAN r 4' DOLING -€A' Ulf - FAN "SUPIPL Y C7' . ESP SUPPL . TOTAL S SENSIBL E ' EVAP - AT - F ' EVAP '� . CONE �1P, ' l 7 wvT l TEHP r _ r ,P ; ,1t/ tRr 8)9F 1 HP 1 017.: BHP Mme. ' m43.. r - AB NI : w e EA, EER ve,„ M61.. R±SE '' ' EAT F ; :A. - F 4178 5: T 5 3.63 4- - - - I I - 134 4 $ . I E 2 7 8. 1 6 2 ; 1 4 5 ' 1 34 - - - 440' c 0 ' c 1 406 - - - - 7 i + j 50 -7 95' 7 - I t YCD 1500 1 I 13 4 125 4 78 9 61 4 ;. 55 6 1 5 6 I 95 7 3 * "RAW- 5 40 0 35 2 ?. 35 t 5 I 1 p ! 0 .49 752 H I 5 } 3 - - 7s 2 a 7 6 8' f 78 • 61 1 505 1 50 031 95- i I NC 1 PRC,:OE :ILL MOUNTED *IREG SMOKE DETECTOR t N DISCHARGE AIR S SEF � .'�Sn.t"v 15 2 ' •Y: • ILTER EFFICIENCY BASED ON AS-+RAE STD. 52-76 3 PROVIDE • 00% C.A. ECONOMIZER M,'' RELIEF FAN 4 =RC 10E 100% O.A. ECONOMJZER * - ri POWERED EX►.AUST. 5 F ROME ROOF CURB. Z i 1. ALL DISCONNECT AND STARTERS ARE PROVIDED AND INSTALLED BY ELECTRICAL CONTRACTOR 2. WIRING OF T -STAT BY ELECTRICAL CONTRACTOR. 3. PROVIDE GRAVITY BACK DRAFT DAMPER, AND BIRDSCREEN. 4. PROVIDE FIELD MOUNTED VFD WITH NEMA 3R DISCONNECT SWITCH (FUSED). 5. PROVIDE GALV. BURGLAR BARS. 6. PROVIDE SPEED CONTROL SWITCH, SHIPPED LOOSE WIRED BY ELECTRICAL CONTRACTOR. 7. CONTRACTOR MAY SUBMIT ANOTHER APPROVED OR EQUAL MANUFACTURER. 6 SUPP Y DISCHARGE AND RETi;RN AIITH ;SOLATION DAMPERS 7. HOP ZOINTAL UPPLY DISCHARGE. BOTTOM RETURN 8. PROVIDE NEMA 3R 9. PROVIDE ROOF CURB. 10. PROVIDE CLOSURE ANGLES. 11. PROVIDE SHORT WALL HOUSING, FLUSH EXTERIOR W /OSHA GUARD. 12. PROVIDE DAMPER GUARD. 13. NEMA -1, TOGGLE, MOUNTED AND WIRED. 14. PROVIDE SPRING HANGING ISOLATORS AND BRACKETS. R:\ PROJECT \00 \200154EXODUSSEATTLE3 \OUTBOX \08 - 23 - 00 (PRE BULLETIN #2 - MECH) \154M41.DWG * * - * Aug 29, 2000 * - * - * 09:18:32 * - * - -* By: LARRYFROESS WEIGHT It 1.6N 41* ACCESSORIES OvrS'DE AREA SERVING LOS AIR CF1I 158E 975 1 NO FLOOR OFFICE 1580 a 975 3RD FLOOR `'FFICE 9920 5757 1ST FLOOR OFFICE INSTALLED IN T.4IC. PHASE REMARKS 1.2.4. & 5 & 5 1,2.3.4.5. & 7 15. PROVIDE COMPANION FLANGES FOR INLET AND OUTLET 16. PROVIDE INLET GAURD 17. PROVIDE HORIZONTAL CEILING CLIPS. 18. PROVIDE VIBRATION ISOLATOR (SPRING CEILING). 19. PROVIDE FIELD MOUNTED VFD WITH NEMA 1 DISCONNECT SWITCH (FUSED(. BOLD TEXT REPRESENTS DRAWINGS CHANGES MADE FOR THIS CURRENT REVISION. Moi9 RECEIVED SEP 07 2000 I X(1)1 SSI -AI 11.1 11 '.L. nod 4I.1) \111.1 ER CONSuLTMi', REVISIONS S4BEY ARCHITECTURE '-Z 97 EAST 6000Aw 4CAC SST S00 106 -436 -6300 __59111 , - C.A.1E1999 *::z _ 4011- sSS - :szt_ Ww'; .P" SW F. St4E 5 SM �iAMC.•SC1D. JISO41 * 94•C4 ru :411-756 -0019 6SiE FOR T1 PERIIT- 12 ,3 06 -29.00 © ISSUED AS MIEN #24411 0S -2900 ISSUED FOR TI PE1itR-P11 06.14-00 Z\ ISSUED AS OLLLETN t1-PH 1 O43-41-00 6Sl® FOR OQ61IWTD - 11 07 MSUED FOR Tl PEIMT-PH 2 07 -26-00 ISSUED FOR T1 PERMIT - PH 1 06 -26-00 ISSUE DATE 41! j c.nos Ind w, tiers n'vlera' ooaeor, -.7 he a Constitute the or•moi and unpubi■shed worx U the Sabev Corporation and the some may not be duoIcated. .sect or disclosed DRAWING T MECHANICAL SCHEDULES DRAWING NUMBER M4.1 r KFI;EIVED 7 2,,41 ,- AIR SYSTEMS !NE _ENTER PROGRESS DATE: 04/ B /DO _ '8M FILE: I: \ 2000CADD \2001 SFAS \154M4 PLOT: PROJECT N UMBER: 200 DRAWN BY: W. N ELSON R. APPROVED CHECKED BY: BY : W. HURLEY MAHOAVI larsCEWED CITY OF TUKWILA ) n 2000 LAt I r /AN Jl, hLUULL UNIT D M=R M MODEL C DESIGN F FAN T TSP I TIP M LWA BHP D DRIVE T MO OR O OPER I SERVICE C CONTROLS ( INSTALLED SEE NOTES TYPE H HP V VOLTS /PH /HZ U VFD GEE 1 -1 THRU 10 A AEROvENT 6 66W724 7 72.000 7 72,000 1 1.05 i 720 12026 9 96 1 17.22 D DIRECT O ODP 2 460/3/60 Y YES 4 4100 D DATA CENTER B BLDG. MANAGEMENT SYSTEM 1 1 3 3.4,5.7 & 9 GEF 2 -1 THRU 10 A AERCvENT 6 66W724 7 72,000 7 72,000 1 1.05 ; 720 1 12026 9 96 1 17.22 D DIRECT O ODP 2 20 4 460/3/60 I I YES 4 4100 D DATA CENTER B BLDG. MANAGEMENT SYSTEM 2 2 ® ® 3.4,5.7 & 9 GE= 3 -1 THRU 10 A AEROVENT 66w724 7 72,000 7 72,000 1 1.05 ! 720 1 12026 9 96 1 17.22 D DIRECT O ODP 2 20 4 460/3/60 Y YES 4 4100 D DATA CENTER B BLDG. MANAGEMENT SYSTEM 3 3 3 3.4,5.7 Sr 9 GE= 4 -1 THRU 10 A AERO'.'ENT 66W724 7 72.000 7 72,000 ' '.05 7 720 1 12026 9 96 1 17.22 D DIRECT O ODP 2 20 4 460/3/60 Y YES 4 4100 D DATA CENTER B BLDG. MANAGEMENT SYSTEM 4 4 3 3,4.5.7 & 9 GE= 5 -1 THRU 1C A AERC.'ENT 66W724 7 2,000 7 72,000 ' ' 0.5 7 7 2O 1 12026 9 96 1 17.22 D DIRECT O ODP L L0 4 460/3/60 Y YES 4 4 O I 3,4,5,7 & 3EF 1-11 A AEROVENT 2 29W735 1 11,600 1 1 1.600 0 0.50 1200 8 8944 8 86 2 2.29 D DIRECT O ODP 3 3.0 4 460/3/60 Y YES 7 750 D DATA CENTER B BLDG. MANAGEMENT SYSTEM 1 1 3 EF 1 -1 T TWIN CITY T TCWPY-360E4 1 15,000 1 15,000 0 0.50 11,153 1 10,867 9 95 2 2.68 D DIRECT T TEFC 3 3 1 1 460/3/60 N NO 1 1141 G GENERATOR ROOM B BLDG. MANAGEMENT SYSTEM 1 1 1 3,4,5,7 4c 9 EF 1 -2 T TWIN C;TY T TCWPx -35DE4 15,000 1 15,000 0 0.50 11 1 10,867 9 95 2 2.68 D DIRECT T TEFC 3 3 4 460/3/60 I I NO 1 1 141 G GENERATOR ROOM B BLDG. MANAGEMENT SYSTEM 1 1 1 1.2,7 & 13 EF 1 -3 T TWIN CITY T TCWPx -36DE4 15,000 1 15,000 0 050 1 1 1,153 1 10,867 9 95 2 2.68 D DIRECT T TEFC 3 3 4 460/3/60 N NO 1 1141 G GENERATOR ROOM B BLDG- MANAGEMENT SYSTEM 2 2 1 1,2,7 & 13 EF 1 -4 T TWIN CITY T TCWPx - 15,000 0 0.50 1 1.153 1 10,867 9 95 2 2.68 D DIRECT T TEFC 3 3 4 460/3/60 N NO 1 1141 G GENERATOR ROOM B 1,2,7 & 13 -36DE4 1 1 5.000 1 BLDG. MANAGEMENT SYSTEM 2 2 EF 1 -5 T TWIN CITY T TCWPx -36DE4 1 15,000 1 15,000 0 0.50 1 1,153 1 10,867 9 95 2 2.68 D DIRECT T TEFC 3 3 4 460/3/60 N NO 1 1141 I I GENERATOR ROOM © © BLDG. MANAGEMENT SYSTEM 3 3 1 1,2,7 & 13 EF 1-6 T TWIN CITY T TCW °X -36DE4 1 15,000 1 15,000 0 0.50 1 1.153 1 10,867 9 95 2 2.68 D DIRECT T TEFC 3 3 4 460/3/60 N NO 1 1 141 G GENERATOR ROOM B BLDG. MANAGEMENT SYSTEM 3 3 1 1,2,7 & 13 EF 1 -7 T TWIN CIT" T TCW °X -36DE4 7 75,000 1 15,000 C C 50 1 1.153 1 10,867 9 95 2 2.68 D DIRECT T TEFC 3 3 4 460/3/60 N NO 1 1 141 G GENERATOR ROOM B EF 1 -8 T TWIN CITY T TCWPX -36DE4 1 1 5,000 1 15000 0 0 50 1 1,153 1 10,867 9 95 2 2.68 D DIRECT T TEFC 3 3 4 460/3/60 N NO 1 1141 G GENERATOR ROOM B BLDG. MANAGEMENT SYSTEM 4 4 1 1,2,7 & 13 EF 1 -9 T TWIN CITY T TCwPx -360E4 1 15,000 1 15,000 0.50 I 1 . .153 1 10,867 9 95 2 2.68 D DIRECT T TEFL 3 3 4 460/3/60 N NO 1 1 141 G GENERATOR ROOM B BLDG. MANAGEMENT SYSTEM 5 5 1 1.2,7 & 13 EF 1 -10 T TWIN CI?' T TC'NPX -36DE4 1 15,000 1 15,000 0.50 1 1.153 1 10,867 9 95 2 2.68 D DIRECT T TEFC 3 3 4 460/3/60 N NO 1 1141 I I GENERATOR ROOM B BLDG. MANAGEMENT SYSTEM 5 5 1,2,7 & 13 EF 2 -1 G GREENHECK S SEE- 3L72 -10C 6 60,000 6 60.000 j 0.25 3 384 7 7.238 9 93 8 8.34 B BELT ODP 1 10 4 460/3/60 Y YES 1 1,050 M MAIN ELECTRICAL ROOM B BLDG. MANAGEMENT SYSTEM 1 1 1 1,2,3,7,10,1 1,12 & 13 EF 2 -2 G GREENHECK S SBE -3L72 -100 60.000 6 60,000 1 0.25 3 384 I I 7,238 I 9 93 8 8.34 B BELT ODP 1 10 4 460/3/60 Y YES 1 1,050 M MAIN ELECTRICAL ROOM B BLDG. MANAGEMENT SYSTEM 1 1 1 1,2,3,7,10,1 1,12 & 13 EF 2 -3 G GREENHECK S SBE- 3L72 -100 - 60,000 6 I r 384 7 7,238 I 9 93 8 8.34 B BELT O ODP 1 10 4 460/3/60 YES 1 r 60,000 0 -, I MAIN ELECTRICAL ROOM B BLDG. MANAGEMENT SYSTEM 1 1 1 1,2,3,7,10,11,12 & 13 %-_ -2 1 ?BANE 4: 3 "RAID/` SXHF 6040 PACKAGE AIR HAN') NC UN SCHEDULE SLR Y FAN ST FAN r 4' DOLING -€A' Ulf - FAN "SUPIPL Y C7' . ESP SUPPL . TOTAL S SENSIBL E ' EVAP - AT - F ' EVAP '� . CONE �1P, ' l 7 wvT l TEHP r _ r ,P ; ,1t/ tRr 8)9F 1 HP 1 017.: BHP Mme. ' m43.. r - AB NI : w e EA, EER ve,„ M61.. R±SE '' ' EAT F ; :A. - F 4178 5: T 5 3.63 4- - - - I I - 134 4 $ . I E 2 7 8. 1 6 2 ; 1 4 5 ' 1 34 - - - 440' c 0 ' c 1 406 - - - - 7 i + j 50 -7 95' 7 - I t YCD 1500 1 I 13 4 125 4 78 9 61 4 ;. 55 6 1 5 6 I 95 7 3 * "RAW- 5 40 0 35 2 ?. 35 t 5 I 1 p ! 0 .49 752 H I 5 } 3 - - 7s 2 a 7 6 8' f 78 • 61 1 505 1 50 031 95- i I NC 1 PRC,:OE :ILL MOUNTED *IREG SMOKE DETECTOR t N DISCHARGE AIR S SEF � .'�Sn.t"v 15 2 ' •Y: • ILTER EFFICIENCY BASED ON AS-+RAE STD. 52-76 3 PROVIDE • 00% C.A. ECONOMIZER M,'' RELIEF FAN 4 =RC 10E 100% O.A. ECONOMJZER * - ri POWERED EX►.AUST. 5 F ROME ROOF CURB. Z i 1. ALL DISCONNECT AND STARTERS ARE PROVIDED AND INSTALLED BY ELECTRICAL CONTRACTOR 2. WIRING OF T -STAT BY ELECTRICAL CONTRACTOR. 3. PROVIDE GRAVITY BACK DRAFT DAMPER, AND BIRDSCREEN. 4. PROVIDE FIELD MOUNTED VFD WITH NEMA 3R DISCONNECT SWITCH (FUSED). 5. PROVIDE GALV. BURGLAR BARS. 6. PROVIDE SPEED CONTROL SWITCH, SHIPPED LOOSE WIRED BY ELECTRICAL CONTRACTOR. 7. CONTRACTOR MAY SUBMIT ANOTHER APPROVED OR EQUAL MANUFACTURER. 6 SUPP Y DISCHARGE AND RETi;RN AIITH ;SOLATION DAMPERS 7. HOP ZOINTAL UPPLY DISCHARGE. BOTTOM RETURN 8. PROVIDE NEMA 3R 9. PROVIDE ROOF CURB. 10. PROVIDE CLOSURE ANGLES. 11. PROVIDE SHORT WALL HOUSING, FLUSH EXTERIOR W /OSHA GUARD. 12. PROVIDE DAMPER GUARD. 13. NEMA -1, TOGGLE, MOUNTED AND WIRED. 14. PROVIDE SPRING HANGING ISOLATORS AND BRACKETS. R:\ PROJECT \00 \200154EXODUSSEATTLE3 \OUTBOX \08 - 23 - 00 (PRE BULLETIN #2 - MECH) \154M41.DWG * * - * Aug 29, 2000 * - * - * 09:18:32 * - * - -* By: LARRYFROESS WEIGHT It 1.6N 41* ACCESSORIES OvrS'DE AREA SERVING LOS AIR CF1I 158E 975 1 NO FLOOR OFFICE 1580 a 975 3RD FLOOR `'FFICE 9920 5757 1ST FLOOR OFFICE INSTALLED IN T.4IC. PHASE REMARKS 1.2.4. & 5 & 5 1,2.3.4.5. & 7 15. PROVIDE COMPANION FLANGES FOR INLET AND OUTLET 16. PROVIDE INLET GAURD 17. PROVIDE HORIZONTAL CEILING CLIPS. 18. PROVIDE VIBRATION ISOLATOR (SPRING CEILING). 19. PROVIDE FIELD MOUNTED VFD WITH NEMA 1 DISCONNECT SWITCH (FUSED(. BOLD TEXT REPRESENTS DRAWINGS CHANGES MADE FOR THIS CURRENT REVISION. Moi9 RECEIVED SEP 07 2000 I X(1)1 SSI -AI 11.1 11 '.L. nod 4I.1) \111.1 ER CONSuLTMi', REVISIONS S4BEY ARCHITECTURE '-Z 97 EAST 6000Aw 4CAC SST S00 106 -436 -6300 __59111 , - C.A.1E1999 *::z _ 4011- sSS - :szt_ Ww'; .P" SW F. St4E 5 SM �iAMC.•SC1D. JISO41 * 94•C4 ru :411-756 -0019 6SiE FOR T1 PERIIT- 12 ,3 06 -29.00 © ISSUED AS MIEN #24411 0S -2900 ISSUED FOR TI PE1itR-P11 06.14-00 Z\ ISSUED AS OLLLETN t1-PH 1 O43-41-00 6Sl® FOR OQ61IWTD - 11 07 MSUED FOR Tl PEIMT-PH 2 07 -26-00 ISSUED FOR T1 PERMIT - PH 1 06 -26-00 ISSUE DATE 41! j c.nos Ind w, tiers n'vlera' ooaeor, -.7 he a Constitute the or•moi and unpubi■shed worx U the Sabev Corporation and the some may not be duoIcated. .sect or disclosed DRAWING T MECHANICAL SCHEDULES DRAWING NUMBER M4.1 r KFI;EIVED 7 2,,41 ,- AIR SYSTEMS !NE _ENTER PROGRESS DATE: 04/ B /DO _ '8M FILE: I: \ 2000CADD \2001 SFAS \154M4 PLOT: PROJECT N UMBER: 200 DRAWN BY: W. N ELSON R. APPROVED CHECKED BY: BY : W. HURLEY MAHOAVI larsCEWED CITY OF TUKWILA ) n 2000 - ' .: MARK LOCATION E � MFR I • -.........,•.- '- L S ".........."1, ^1111 a alma \ iJ 1 ?. '. J v ' i ....P....4 L V L_C CONDENSER SCHEDULE MARK LOCATION MFG MODEL �,a„I_ TONS . SER W BY _ FAN CONDEPis, -R CFI.. , ESP �A ry R^YIV'S CO TOT16�.SENS i �, , 44 �R,vu►T CONDENSER FANS -� - .AT* trR LIP P IPLV MOTOR V /P /Ei ILA MCA MFS OPER r : = A .EO w - r IN T«+,5 Ff� , PHA TOT. MBH SEE NOTkc OTY FLA � ° '11r /H2Ci' CArII -01 CAN -02 % A" NOC /NOC?E SUPPORT r 2 Nia.N rv02 COMPU -AIRE CAA - 3C. 34 30 ACC 1.5.400 � 1 3 Z. 5 29 C 4 i • 2 366.0 505.0 - 70 57 2 57 55. . NONE - 10.0 460/3/60 71 2 78 4 150A 2800 1 1 2. 3. 4. 5. 6. 7 & 8 & 8 CAM 2 -' /N ^= SUPP'JR' - S 2 COMP -AaRE CA -3034 } ACC -32 15 ,400 3 c 2 J 4/ 12 3/' 2 3/12 366 76 5 76 5 S ^ 30.. ,. € 3 5 63 5 p - - - 70 70h 70 ® 57.2 58 't:,NE 56 2 . NONE , - - '0.0 2 3 2.0 460/3/60 71 2 25. 78 4 30.7 1504 40A 2800 ' 490 1 5 1. 2. 3. 4. 5. 6. 7 8 5 :S - NODE SUPPORT 2 COMPU -AIRE 2AA -634 ACC -03 3400 I t : 5 , 3. 5 13 -5 46:/3/60 1. 2. 3. 4. 5. 6. 7 & ' CAH 2 - 2 CAH 3 - ' SUS -r CDE SUPPORT 2 COMPU-AiRE t' CAA -634 I 6 ACC -03 3400 I ► 35 460/3/60 25 2 30. 40A 1490 3 1, 2. 3. 4. 5. 6. 7 & 8 CAH 3 -2 SUB -NODE SUPPORT 3 . VPu -AIRE r_ A.A -634 6 ACC -03 7 400 , : 5 r _ 1 0.`_ 1 0 • : 5 13.5 13.5 3 ' t 7 1 76 3/12 3/12 5 76 5 76.5 63.5 63.5 - - - 70 70 70 `_ 2 57.2 57.2 58 58 58 156.21 56 2 ',ONE 56.2 NONE NONE - - - 2.0 2.0 2.0 46=/3/60 25 2 25 2 25.2 30 7 30 7 30.7 40A 40A 40A 1490 1490 5 1. 2. 3. 4 5, 6 7 & S .___ SUB -ti_3E SUPPORT 3 COMPU -AIRE CAA -634 6 ACC -03 3400 3400 460/3/60 460/3/60 3 I I. 2. 3. 4. 5. 6. 7 & 8 CAH 3 -3 SUB -NODE SUPPORT 3 COMPU -AIRE CAA -634 ± 6 ACC -03 1490 1 1, 2. 3. 4. 5, 6. 7 & u NOTES 1, 2 : 4 ( S ACC 3 -2 SUB -NODE SUPPORT ROOF q ACC -07 6 CAN 3 -2 76.5 76.5 ® - - I 1 0.75 5000 - 460 3 2.0 2 5 10.0 - - 270 LBS 3 1. 1 PROVIDE SMOKE DETECTOR FACTORY MOUNT N RETURN 2 PROVIDE SEISMIC, FLOOR STAND. 30' TALL 3 PROVIDE 4" 2 LEATEC FILTERS ',60Z EFFICIENT) 1. COOLING DE SIGN: 95F USA. 2. PROVIDE PROPELLER FANS - DIRECT DRIVE UNIT MARK CAC 1-1 CAC 1 -2 MIS ROOM CAC 1 -4 CAC 1-5 1. COOLING DESIGN: 95T OSA. 2. PROVIDE LOW AMBIENT OPTION LOCATION SECURITY ROOM 109 08 CAC 1-3 SECURITY EQUIP. ROOM 107 SEC R TY ROOM ' 44 MIS ROOM 36A NOTES: 1. PROVIDE INFRARED MICROPROCESSOR CONTROL 2. REMOVE (2) FRESH AIR KNOCKOUTS FROM CASSETTE FLOOR 1 1 1 MFR EMI EMI EMI EM: EMI 3. PROVIDE COPPER TUBE. ALUMINUM FIN COIL. 4. P RO'v DE LOW AMBIENT OPERATION WINTER CONTROL SYSTEM. MODEL CAH -18 1.5 CAH -1 2 CAH -24 CAH -12 CAH -09 NOMINAL TONS 1.0 2.0 1.0 0.75 DUCTLESS CEILING MOUNTED EVAPORATOR SPLIT SYSTEM SCHEDULE SERVED BY FAN COIL INFORMATION ELECTRICITY OPER CONDENSER CFM HP SE -TIN LEVEL ( D ) MBH MBH DB TQ W F B DB Ta WB / /P /H MCA MFS LBS ACC -03 615 0.13 HIGH 43.0 16.0 16.0 75 62.5 55 54.8 208/ 0.63 15A 86 ACC -04 400 0.08 HIGH 39. 10.7 10.7 75 62.5 55 54.8 208/1/60 0.4 15A 80 ACC -05 ACC -06 ACC -06 750 400 400 •a 4 DOWN DISC -ARGE 5 - NO REHEA' OR HUMIDIFIER 6. CONDENSAF PUMP 0.15 0.08 HIGH HIGH 0.13 HIGH iT ;: Rfl(`,1►� 1,1[7 MaenFnl i� ^ I I* ;IT nl 47.0 39.0 39.0 5. LOW AMBIENT TO -20T. 18.4 ' 4.6 18.4 75 4.6 9 7 CONDENSATE OVERFLOW SENSOR w/ 2 SENSORS 8 FILTER GAJGE 75 75 62.5 62.5 62.5 R:\ PROJECT\ 00\ 200 \OIJTBOX \08 - 23 - 00 (PRE - BULLETIN #2 --- MECH) \154M42.DWC * * - * Aug 29, 2000 * - * - * 09:18:57 * - * -- * By LARRYFROESS 55 55 54.8 54.8 54.8 208/1/60 208/ 208/1/60 0.75 0.4 0.4 15A '5A 15A 86 80 80 INSTALLED IN THIS PHASE 1 1 1 1 REMARKS SEE NOTES 1 Sc 2 SEE NOTES 1 Sc 2 SEE NOTES 1 & 2 SEE NOTES 1 & 2 SEE NOTES 1 & 2 Mwo-4/59 RECEIVED SEP 0 7 2000 1 'OIN.'SSFAIF11 F3 \1 ,C DONA1.1)- 111 LFiR DRAWING NUMBER: SLBEY ARCHITECTURE - MO kpl •7 c*$1 exalt.. ROW s%!E 300 409- us -e300 _ya 2;7st.:1r1I3111I94 21112 _FAIL _40S- ♦i4i -:s L sT E . 24 "5- 7f• -s00R - SAM rIt4 CcSC0. Cuf01MgA 44104. iva15 -7* -4040 SSLED FOR Ti PEFUT -ti 123 08 -29-00 =D ASeu1.ETPP12 -PHI *2•03 ISSN FOR Tl PEFIEF-PN 3 08-14-00 L ISSN AS BuLE ! i1•PH 1 08 -11-00 B0F.D FOR CONSTRIC110tFPH 1 0731-00 ISSIFD FOR Tl PERMIT -RH 2 07 -26-00 ISSUED FOR Tl PERMIT -PH 1 06 -26-00 REVISIONS ISSUE DATE A4 drawings and written moteriol ovneanng herein constitute Pie orgw and , Published nark s the Sobey Corporation and the same moy not be duplica used or disclosed v IIIA +SCC �1 asT RFFFIVED 5t N U ' 7n11p DRAWING rrL A I R SYSTEMS I NC MECHANICAL SCHEDULES II ECEI`.F t' k A E ' PERM" PROGRESS DATE: 04; 18/00 FILE: I:\ 2000CADD \200154Ex0-- SEA3 \154M42 PLOT: PROJECT NUMBER: 200154 DRAWN BY: W NELSON CHECKED BY: R MAHDAVI APPROVED BY: W HURLEY UUU I LESS CEILING MOUNTED CONDENSER SPLIT SYSTEM SCHEDULE CONDENSER SCHEDULE MARK LOCATION MFG MODEL MARK EVAPORATOR LOCATION FLOOR MFG MODEL NOMINAL TONS MATCHING INDOOR CAH UNIT NO. CAPAC!TY T COMPRESSOR CONDENSER FANS ELECTRICAL EER IPLV O UTDOOR UNIT WEIGHT INSTALLED IN T HIS PHASE RLA SEE NOTES VOLT /PH TOT. MBH SENS M8r OTY FLA LRA VOLT /PH QTY HP TOTAL FLA VOLTS PHASE FLA MCA MFS ACC -01 MAIN NOC /NODE SUPPORT ROOF COMPU -AIRE ACC -37 30 CAH -01 366 366 - - - - 4 0.75 19.500 - 460 3 8.0 8 5 10.0 ; - - 740 LBS 1 1, 2, 3. 4 & 5 ACC -02 MAIN NOC /NODE SUPPORT 1 ROOF COMPU -AIRE 1 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 -' SUB -NODE SUPPORT ROOF 2OMPU -AIRE ! C C -07 "� 6 CAH 2- 1 76.5 7 6.5 - - - - 1 0.75 5000 - 0 -•5„ 3 2 - 5 • U ,, 0 - - 270 LBS 5 1, 2, 3, 4 & 5 ACC 2 -2 SUB -NODE SUPPORT ROOF COMPU -AIRE I ACC -07 6 CAH 2 -2 76.5 76.5 - - - - 1 0.75 5000 - 460 3 2.0 2.5 1 0.0 - - 270 LBS 3 1, 2, 3. 4 & 5 ACC 3 - I SUB -NUDE S_IPRORT ROCF COMPU -AIRE ACC -07 6 CAH 3 -1 76.5 76.5 - - - - 0.75 5000 - 460 3 2.0 2.5 10.0 - - 270 LBS 5 1, 2 : 4 & S ACC 3 -2 SUB -NODE SUPPORT ROOF COMPU -AIRE ACC -07 6 CAN 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 75.5 - - - - 1 0.75 5000 - 460 3 2.0 2.5 10.0 - - 270 LBS 1 1, 2. 3. 4 & 5 NOTES: 1 PROVIDE SMOKE DETECTOR FACTORY MOUNT N RETURN 2 PROVIDE SEISMIC, FLOOR STAND. 30' TALL 3 PROVIDE 4" 2 LEATEC FILTERS ',60Z EFFICIENT) 1. COOLING DE SIGN: 95F USA. 2. PROVIDE PROPELLER FANS - DIRECT DRIVE UNIT MARK CAC 1-1 CAC 1 -2 MIS ROOM CAC 1 -4 CAC 1-5 1. COOLING DESIGN: 95T OSA. 2. PROVIDE LOW AMBIENT OPTION LOCATION SECURITY ROOM 109 08 CAC 1-3 SECURITY EQUIP. ROOM 107 SEC R TY ROOM ' 44 MIS ROOM 36A NOTES: 1. PROVIDE INFRARED MICROPROCESSOR CONTROL 2. REMOVE (2) FRESH AIR KNOCKOUTS FROM CASSETTE FLOOR 1 1 1 MFR EMI EMI EMI EM: EMI 3. PROVIDE COPPER TUBE. ALUMINUM FIN COIL. 4. P RO'v DE LOW AMBIENT OPERATION WINTER CONTROL SYSTEM. MODEL CAH -18 1.5 CAH -1 2 CAH -24 CAH -12 CAH -09 NOMINAL TONS 1.0 2.0 1.0 0.75 DUCTLESS CEILING MOUNTED EVAPORATOR SPLIT SYSTEM SCHEDULE SERVED BY FAN COIL INFORMATION ELECTRICITY OPER CONDENSER CFM HP SE -TIN LEVEL ( D ) MBH MBH DB TQ W F B DB Ta WB / /P /H MCA MFS LBS ACC -03 615 0.13 HIGH 43.0 16.0 16.0 75 62.5 55 54.8 208/ 0.63 15A 86 ACC -04 400 0.08 HIGH 39. 10.7 10.7 75 62.5 55 54.8 208/1/60 0.4 15A 80 ACC -05 ACC -06 ACC -06 750 400 400 •a 4 DOWN DISC -ARGE 5 - NO REHEA' OR HUMIDIFIER 6. CONDENSAF PUMP 0.15 0.08 HIGH HIGH 0.13 HIGH iT ;: Rfl(`,1►� 1,1[7 MaenFnl i� ^ I I* ;IT nl 47.0 39.0 39.0 5. LOW AMBIENT TO -20T. 18.4 ' 4.6 18.4 75 4.6 9 7 CONDENSATE OVERFLOW SENSOR w/ 2 SENSORS 8 FILTER GAJGE 75 75 62.5 62.5 62.5 R:\ PROJECT\ 00\ 200 \OIJTBOX \08 - 23 - 00 (PRE - BULLETIN #2 --- MECH) \154M42.DWC * * - * Aug 29, 2000 * - * - * 09:18:57 * - * -- * By LARRYFROESS 55 55 54.8 54.8 54.8 208/1/60 208/ 208/1/60 0.75 0.4 0.4 15A '5A 15A 86 80 80 INSTALLED IN THIS PHASE 1 1 1 1 REMARKS SEE NOTES 1 Sc 2 SEE NOTES 1 Sc 2 SEE NOTES 1 & 2 SEE NOTES 1 & 2 SEE NOTES 1 & 2 Mwo-4/59 RECEIVED SEP 0 7 2000 1 'OIN.'SSFAIF11 F3 \1 ,C DONA1.1)- 111 LFiR DRAWING NUMBER: SLBEY ARCHITECTURE - MO kpl •7 c*$1 exalt.. ROW s%!E 300 409- us -e300 _ya 2;7st.:1r1I3111I94 21112 _FAIL _40S- ♦i4i -:s L sT E . 24 "5- 7f• -s00R - SAM rIt4 CcSC0. Cuf01MgA 44104. iva15 -7* -4040 SSLED FOR Ti PEFUT -ti 123 08 -29-00 =D ASeu1.ETPP12 -PHI *2•03 ISSN FOR Tl PEFIEF-PN 3 08-14-00 L ISSN AS BuLE ! i1•PH 1 08 -11-00 B0F.D FOR CONSTRIC110tFPH 1 0731-00 ISSIFD FOR Tl PERMIT -RH 2 07 -26-00 ISSUED FOR Tl PERMIT -PH 1 06 -26-00 REVISIONS ISSUE DATE A4 drawings and written moteriol ovneanng herein constitute Pie orgw and , Published nark s the Sobey Corporation and the same moy not be duplica used or disclosed v IIIA +SCC �1 asT RFFFIVED 5t N U ' 7n11p DRAWING rrL A I R SYSTEMS I NC MECHANICAL SCHEDULES II ECEI`.F t' k A E ' PERM" PROGRESS DATE: 04; 18/00 FILE: I:\ 2000CADD \200154Ex0-- SEA3 \154M42 PLOT: PROJECT NUMBER: 200154 DRAWN BY: W NELSON CHECKED BY: R MAHDAVI APPROVED BY: W HURLEY UUU I LESS CEILING MOUNTED CONDENSER SPLIT SYSTEM SCHEDULE MARK LOCATION MFG MODEL MATCHING INDOOR CAH UNIT NO. CAPACITY COMPRESSOR CONDENSER FANS ELECTRICAL I INSTALLED IN THIS PHASE REMARKS TOT. MBH SENS MBH CITY RLA LRA VOLT /PH QTY HP CFML 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 0.125 - 1.0 208 1 18.4 10.3 15 1 SEE NOTES 1 Sc 2 ACC -04 1ST FLOOR EMI SCC -12D CAH 1 -2 10.7 10.7 4.8 26.3 208/1/60 1 0.125 - 1.0 208 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 0.125 - 1.0 208 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 13.8 15. 15 1 SEE NOTES 1 Sc 2 N17TFC• 1 PROVIDE SMOKE DETECTOR FACTORY MOUNT N RETURN 2 PROVIDE SEISMIC, FLOOR STAND. 30' TALL 3 PROVIDE 4" 2 LEATEC FILTERS ',60Z EFFICIENT) 1. COOLING DE SIGN: 95F USA. 2. PROVIDE PROPELLER FANS - DIRECT DRIVE UNIT MARK CAC 1-1 CAC 1 -2 MIS ROOM CAC 1 -4 CAC 1-5 1. COOLING DESIGN: 95T OSA. 2. PROVIDE LOW AMBIENT OPTION LOCATION SECURITY ROOM 109 08 CAC 1-3 SECURITY EQUIP. ROOM 107 SEC R TY ROOM ' 44 MIS ROOM 36A NOTES: 1. PROVIDE INFRARED MICROPROCESSOR CONTROL 2. REMOVE (2) FRESH AIR KNOCKOUTS FROM CASSETTE FLOOR 1 1 1 MFR EMI EMI EMI EM: EMI 3. PROVIDE COPPER TUBE. ALUMINUM FIN COIL. 4. P RO'v DE LOW AMBIENT OPERATION WINTER CONTROL SYSTEM. MODEL CAH -18 1.5 CAH -1 2 CAH -24 CAH -12 CAH -09 NOMINAL TONS 1.0 2.0 1.0 0.75 DUCTLESS CEILING MOUNTED EVAPORATOR SPLIT SYSTEM SCHEDULE SERVED BY FAN COIL INFORMATION ELECTRICITY OPER CONDENSER CFM HP SE -TIN LEVEL ( D ) MBH MBH DB TQ W F B DB Ta WB / /P /H MCA MFS LBS ACC -03 615 0.13 HIGH 43.0 16.0 16.0 75 62.5 55 54.8 208/ 0.63 15A 86 ACC -04 400 0.08 HIGH 39. 10.7 10.7 75 62.5 55 54.8 208/1/60 0.4 15A 80 ACC -05 ACC -06 ACC -06 750 400 400 •a 4 DOWN DISC -ARGE 5 - NO REHEA' OR HUMIDIFIER 6. CONDENSAF PUMP 0.15 0.08 HIGH HIGH 0.13 HIGH iT ;: Rfl(`,1►� 1,1[7 MaenFnl i� ^ I I* ;IT nl 47.0 39.0 39.0 5. LOW AMBIENT TO -20T. 18.4 ' 4.6 18.4 75 4.6 9 7 CONDENSATE OVERFLOW SENSOR w/ 2 SENSORS 8 FILTER GAJGE 75 75 62.5 62.5 62.5 R:\ PROJECT\ 00\ 200 \OIJTBOX \08 - 23 - 00 (PRE - BULLETIN #2 --- MECH) \154M42.DWC * * - * Aug 29, 2000 * - * - * 09:18:57 * - * -- * By LARRYFROESS 55 55 54.8 54.8 54.8 208/1/60 208/ 208/1/60 0.75 0.4 0.4 15A '5A 15A 86 80 80 INSTALLED IN THIS PHASE 1 1 1 1 REMARKS SEE NOTES 1 Sc 2 SEE NOTES 1 Sc 2 SEE NOTES 1 & 2 SEE NOTES 1 & 2 SEE NOTES 1 & 2 Mwo-4/59 RECEIVED SEP 0 7 2000 1 'OIN.'SSFAIF11 F3 \1 ,C DONA1.1)- 111 LFiR DRAWING NUMBER: SLBEY ARCHITECTURE - MO kpl •7 c*$1 exalt.. ROW s%!E 300 409- us -e300 _ya 2;7st.:1r1I3111I94 21112 _FAIL _40S- ♦i4i -:s L sT E . 24 "5- 7f• -s00R - SAM rIt4 CcSC0. Cuf01MgA 44104. iva15 -7* -4040 SSLED FOR Ti PEFUT -ti 123 08 -29-00 =D ASeu1.ETPP12 -PHI *2•03 ISSN FOR Tl PEFIEF-PN 3 08-14-00 L ISSN AS BuLE ! i1•PH 1 08 -11-00 B0F.D FOR CONSTRIC110tFPH 1 0731-00 ISSIFD FOR Tl PERMIT -RH 2 07 -26-00 ISSUED FOR Tl PERMIT -PH 1 06 -26-00 REVISIONS ISSUE DATE A4 drawings and written moteriol ovneanng herein constitute Pie orgw and , Published nark s the Sobey Corporation and the same moy not be duplica used or disclosed v IIIA +SCC �1 asT RFFFIVED 5t N U ' 7n11p DRAWING rrL A I R SYSTEMS I NC MECHANICAL SCHEDULES II ECEI`.F t' k A E ' PERM" PROGRESS DATE: 04; 18/00 FILE: I:\ 2000CADD \200154Ex0-- SEA3 \154M42 PLOT: PROJECT NUMBER: 200154 DRAWN BY: W NELSON CHECKED BY: R MAHDAVI APPROVED BY: W HURLEY 1 �MFGR R TRu[ TRANS CFM TRANS + 1R& C p TRANE TRA1rE MODEL (INSTALLED N THIS S)OE$C0134 t ' SXHG0134 1 82,'4'x424 Sxf$c0134 82x14'.424 Sx•- O134 ?g . 141x424 Sx86O134 e2 14".424 SxHG0134 82,041.424 9ZE (M.9/.0 i ! CFM 82.141x424 SUPPLY FAN Kw ,VOLTS /Ph.; STEPS EAT ? I 1 767 A 2 VAV 1 - 15 DES" 08 08 j • 2.10 1 511 44 1.00 t 0.25 I 0.08 1 18 CFM (DESIGN) 44.800 44 . 800 44 800 06 j 44 8.0 12x8 44,81 40.000 CFM tiNITIAL) 24 44.800 44.800 44, i3_ C 0.3 44,8_'i 1 ( 44.r.:5::::: 40.000 MIN. OA CFM VA. 1 - 18 1 DESV 08 580 12x10 261 5 1.00 261 0.15 261 5 12 261 5 720 ESP (IN w0) 1.5 } 1.5 a 1.5 1 1.5 04 1.5 3.0 TSP (IN WC) 110 2. 7 0.25 2.7 20 2 -7 2.7 2.7 4 2 WHEEL TYPE FC FC 1 FC 04 t FC 104 FC FC CLASS 0 01 II - I II Ii ii p WHEEL SIZE (2)27" VAV 1 -21 ! DESV (2)27" 04 I (2)27" 104 (2)2 '" 1.00 (2)27 (2)27" PLENUM OUTLET vELOCITY (FPM) - 1442 1442 1442 } 1442 I 1442 1290 RPM 06 9X 825 189 1 -00 825 0.12 825 - 825 0.25 825 885 DRIVES 208/1 FIXED 1 FIXED 79 FIXED F 1-23 I DTFC FIXED 16 ' 3X12 F ixEO FIXED i BHP 0.25 59.25 49 59.25 20 59.25 OJ 59.25 5.25 59.07 i j MOTOR HP (2)30 (2)30 (2)30 (2)30 (2)30 (2)30 MOTOR vOLTAGE /TYPE i 460/3/60 ODP 460/3/60 OOP 460/3/60 ODP 4€O /3/60 ODP 45C/3/60 OOP 460/3/60 ODP MOTOR EFFIGENCY t i 92.4% 92.4% 92 -47.' 92.47 92.4% 32 4% TAG MODEL SIZE ' CFM STATIC PRESSURE i NC LEVELS FAN ELECTRIC HEAT COIL (INSTALLED N THIS UNIT 1 INLET i CUTLET j t MAX ' MIN f INLET DOWN MIN I RAD . DISCH. i ! CFM ! ESP t SIP CFM Kw ,VOLTS /Ph.; STEPS EAT ? LAT 1 767 A 2 VAV 1 - 15 DES" 08 08 j • 2.10 1 511 44 1.00 t 0.25 I 0.08 1 18 - VAV ' -16 DES" 06 j 06 12x8 386 4 '7 ' 00 0.25 ! 0.16 24 14 77 0.3 208/1 1 55 67 2 VA. 1 - 18 1 DESV 08 08 12x10 688 1 59 1.00 0.25 0.15 23 12 } 1 VAv 1 - 19 ; DESV 04 04 1 2.8 ; 173 110 1.00 0.25 0.04 20 11 1 VAV 1 -20 . DEW 04 t 04 12x8 • � 104 30 1.00 . 025 0 01 13 - I 1 VAV 1 -21 ! DESV O4 f 04 I 12.8 104 � • 30 1.00 0.25 0 01 13 - } I 1 FPVAV 1-221 DTFC 02 I 06 9X 327 189 1 -00 0.25 0.12 22 - 327 0.25 0.1 327 1.8 208/1 ' 1 62 I 79 1 F 1-23 I DTFC 06 i 16 ' 3X12 2040 1422 ' 00 0.25 0.08 49 31 20 0.25 OJ L »4 MW r- SPEC M1' WI �v REQJ!RED EFFECTriENES: t5 75% PROvIOL 9" GLAa.IERCOR S "ANDAR' EFF1C `',ICY MEDIA RESSjRE DROP 0 19 !N*:" 4 STAINLESS STEE L :..�iNG AND DRAIN PAN �5. INv .-4 SUMP WITH PUMP. FLOA' IALVE. B? EEO VALVE. AND PIPING O. MACE WATER ANC B' LED C.ONNF 'ION TF- ROL SIDE OF UNIT 17. LOCA'E ELECTRICAL PANEL ON S,DE OF HU•M;DIFIR, ACCESSABIE PER ELEC. CODE. VAV 1 -248 DESv 14 14 VAV 1 I DESV I 14 14 vav 1 -25 DESv 10 10 1 14x13 VAv 1 -26 DESV 10 10 14x13 VAV 1-27 AV 1 VAV ' -28B , DESV 10 VAV 1 I DESV 08 VAV 1 -29 DESV 08 VAV 1 -30 VAV 1 - 31 VAV 1 -32 DESV VAV 1-33 VAV 1-34 VAV 1-35 VAV 1-36 DESV VAV 1-37 FPVAV 2 -2 FPVAV 2 -4 FPVAV 2 -7 DTFC FPVAV 2 -9 DTFC FPVAV 2 -10 VAV 2-12 VAV 2-13 VAV 2-14 FPVAV 2 -20 DTFC VAV 2 -21 DESV FPVAV 3 -2 FPVAV 3 -4 DESv DESv DESV FPVAV 3 -5 DTFC FPVAV 3 -6 DTFC VAV 3 7 FPVAV 3 -10 DTFC FP\ AV 3 -1 1 DTFC VAV 3 -12 DESV VAV 3 -13 DESV VAV 3 -14 DESV L FPVAV 3 -20 DESV VAV 3 -21 DESV ® VAV 2 -15 DESV VAV 3 -15 DESV DESV 06 DESV 12 06 06 DESV 06 DESV DESV DTFC DTFC DESV DESV DESV DTFC DTFC 9ESV 08 10 04 08 08 12x10 670 06 DTFC 36 06 04 12 03 03 04 10 08 02 08 06 06 06 02 04 03 03 08 10 08 02 08 w►+Mmaw_ FACE AREA A L 4 ME`s► ENTRW; Am C ^OIk 4.1A1ARAC %.1R CONDIMN 4400EL SZE (it ,SC ^I ) ;WW1 Fes) B Eii ts; De - ' F - r arR 1 : USTQM 120010x58 85 44.63 527 - 79 ,41.f../ I 53 ' -t - 06 08 08 08 10 08 1 2.10 08 12.10 06 08 06 12x8 302 06 , 12x8 2 4 6 06 12x8 409 04 12x8 269 06 '2x8 295 16 16 10 08 04 10 08 06 08 16 16 16 06 04 08 08 08 10 08 06 06 I 12x8 1 2 ; 16x15 10 20x18 i 2432 i 20x18. 2 2 0x18 2736 14x13 -2X14 12X14 14x13 HUL.'_DIFaER S HEDULE 1072 294 1.00 1.00 0.25 0.25 0.14 0.25 0.14 0.14 I 27 31 22 11 15 17 786 12x8 459 29 12x10 732 2353 2340 12X14 1293 13X12 809 9X11 608 12x10 715 916 SINGLE DUCT TERMINAL UNIT SCHEDUL7 524 t 1.00 I 0.25 3.23 f ! 42 524 1.00 0.25 0.23 ; 42 20 524 1 • 00 0.25 0.23 42 20 48 80 158 '.00 90 180 120 240 90 706 702 393 243 182 240 300 i 1.00 1.00 1.00 1.00 1.00 0.25 ' 0.18 1.00 0.25 0.08 1.00 1.00 0.2 0.2 0.2 0.2 0.2 1.00 1.00 1.00 0.2 1.00 0.2 0.2 0.2 0.2 0.2 0.2 1.00 1.00 1.00 0.2 1.00 1.00 1.00 0.25 0.20 24 12 0.25 0.23 0.25 0.15 0.25 0.10 0.25 0.25 0.25 0. 0 .15 0. 46 0.15 0.15 0.15 0.25 0.25 2353 147 902 706 702 40 121 142 a 151 300 300 0.50 0 1 0.25 0.15 0.25 0.15 0.15 0.15 0.15 0.15 0.15 0.25 0.25 0.25 0.15 0.25 0.25 0.25 0.07 27 23 21 17 24 18 0.14 22 0.10 20 0.11 46 0.13 36 0.13 31 016 ' 29 2 0.03 14 10 608 2340 409 0.16 23 0.10 28 0.15 23 0.17 30 0.17 23 0.11 46 0.11 46 0.11 46 0.17 30 0.17 30 0.19 31 0.16 23 0.10 28 0.15 23 0.22 0.17 23 0.21 25 0.29 27 8. HUMIDIFIER w /SS CASING & DRAIN PAN. COPER DIST, PIPING. BAL VALVE. EDGE COATIN2• ON ME ='°:A, O\ERF.OW IN ORA 7 BLEED. CURS TO 1 ATCI AC... LOO *AT =R CJ'OFF. OP. RuN LIGHT. r1OA SWITCH. FACTORY *RED. 0 B 88. WATER PROGr INS .ATIION 31 10 14 10 20 10 12 10 20 14 10 13 28 28 23 2353 2340 28 1293 809 473 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 1 46.8 I 0.7 0.7 0.3 02 0.2 0.3 0.7 0.7 0.7 0.1 0.2 0.2 0.1 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. 5. CONTRACTOR MAY SUBMIT ANOTHER APPROVED OR EQUAL MANUFACTURER. - F Gw►. 1 40 234 3.2 208/1 1 I 52 95 185 2.5 208/ 1 I 52 96 96 0.5 208/1 1 I 52 68 158 180 120 240 90 151 1.4 300 2.0 300 2.0 1.0 0.8 1.0 0.6 0.9 1293 3.0 240 2.0 300 2.0 400 2.0 151 2.0 240 2.0 300 2.0 400 2.0 IREIIwRKS SEE NOTES A 208/1 1 ; 52 208 /1 1 208/1 1 208/1 1 208/1 1 208/1 208/1 208/1 1 208/1 1 208/1 1 208/1 1 208/1 208/1 208/1 208/1 208/1 1 1 t 1 52 65 52 82 52 68 52 72 82 68 75 55 81 55 i 76 55 71 52 55 81 55 76 55 52 55 64 71 81 55 76 76 1 2 2 1 1 1 t 1 1 2 2 2 2 5 3 1 2 2 1 1 1 1 5 3 1 2 2 2 2 2 2 '2 2 1 1 R:\ PROJECT \00 \200 \OUTBOX \08 - 23 - 00 (PRE BULLETIN #2 - MECH) \154M43.DWG * * - * Aug 29, 2000 * - * - * 09:19:34 * * * By LARRYFROESS Uh2 MAR* AIR HANDLING UNgT SCHEULE RTU 1 - THRU 20 j RTU 2 - TNEtu 20 RTU 3 - 3 THIRu 20 I R !u 4 - 1 Prow P 20 Runt 5- 1 Thou 2.' ' , NYC -04 !Am, 09 ITERIA COOLING COIL: FILTERS: ROOF CURB MCA /MOP FAN OUTLET LWA RA INLET: LWA CASING RADIAT LWA COIL CFM F VELOCITY (MAX, FPM) AREA (MINIMUM SO Fr) ROWS /FPF EAT (DB) EAT (WB) LAT (DB) LAT (WB) MBH TOTAL AREA SERVED: PDa (IN WC) MBH SENSIBLE HEATING COIL: PREFILTERS MAX. CLEAN PRESS. DROP (WG) INTERMEDIATE MAX. CLEAN PRESS. DROP (WG) HUMIDIFIER SECTION HUMIDIFIER TYPE INTERNAL LINER (SOLID /PERF /NONE) AIR FLOW MONITORS: MAGNEHELIC GAUGE AT EACH FILTER RA INLET LOCATION SA DISCHARGE LOCATION VARIABLE FREQUENCY DRIVE INDOOR /OUTDOOR BASE UNIT INTERNAL LINER COIL Sc MOTOR HAND OPTG. WEIGHT (LBS.): CONSTRUCTION PHASE 44,8 755 59.3 5/144 74.5 61.0 49.6 49 I 0.83 1,460 1,212 NONE 30% PLEAT 0.26 65% CARTRIDGE 0.30 DUCT MOUNTED SPEC AIR SOLID YES YES BOTTOM SIDE YES YES OUTDOOR DOUBLE WALL 16,000 DATA CENTER PHASE 1 44,800 44,800 755 755 755 59.3 59 3 5/144 74 5 61 0 49.6 49 1 0.83 1.460 1,212 NONE 30% PLEAT 0.26 65% CARTRIDGE 0 30 DUCT MOUNTED SPEC AIR SOLID YES YES BOTTOM SIDE YES YES OUTDOOR DOUBLE WALL 16,000 DATA CENTER 337.6/369 PHASE 2 5/144 74.5 6 49.6 49 1 0.83 1,212 NONE 30% PLEAT 0.26 65% CARTRIDGE 0.30 DUCT MOUNTED SPEC AIR soup YES YES BOTTOM SIDE YES YES OUTDOOR DOUBLE WALL 16,000 DATA CENTER 337.6/369 PHASE 3 5/144 74 5 61 0 49.6 NONE 30% PLEAT 0.26 65% CARTRIDGE C DUCT MOUNTED SPEC AIR SOLID YES YES BOTTOM SIDE YES YES OUTDOOR DOUBLE WALL DATA CENTER 337.6/369 PHASE 4 44.8G0 40.000 755 59.3 5/144 74.5 61 0 49 1 NONE 30% PLEAT 65% CARTRIDGE 0.30 YES DUCT MOUNTED SPEC AIR SOLID YES YES BOTTOM SIDE YES YES OUTDOOR DOUBLE WALL 1 6,000 DATA CENTER PHASE 5 676 59 3 6/128 61 D 47.77 0 83 1,433 1.15 NONE 0.26 65% CARTRIDGE NONE SOLD YES BACK YES YES OUTDOOR DOUBLE WALL UPS ROOMS 337 6/369 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 JNIT AC-5 & 8 INSTALLED IN PHASE 4 M Ego 9 SEP 07 2000 RECEIVED 17 EAST Ms Avw ;CAC 5../iE 300 424-4.56-um 1. 31 SAL 1 MED FOR Ti PERIT-Pli 12,3 03-29-00 ISSUED FOR FE31C-PH 3 084-00 MED AS BULLFT1Nil-PH1 06-11-00 ISSUED FOR T1. PERMIT-PH 2 07-26-00 ISSUED FOR T1 PERINfT-PH 1 06-26-03 REVISIONS ISSUE DATE the original OA .inpuolishea work he Corporation and the same may not be duolicatea. ..dea or disclosed DRAWING '''LE MECHANICAL SCHEDULES DRAWING NUMBER SABEY ARCHITECTURE M4.3 sEP 20 PROGRESS DATE: 04/18/00 PLOT: PROJECT NUMBER: 200154 DRAWN BY W. NELSON CHECK ED BY: R MAHDAVI APPROVED BY W. HURLEY 7.+41•". [0'st • 1oo fw t l+et X21102 j 2 . 2!03 1 2 2104 1 2 , (anftr,. car zo Area : Ch. per S.r • Yob boa Ye.: f I Supply Shah F1fII3! 4r ` sq '1 ■ s3rass m004 ' +om sr l'tm Copo tY $ ? 6 " (t. Ct.. (O 5 10 f Der) DI. V' (Z DIs14 O • 33C tlyr- Swopy 9'+311 ;.^tan . .. 7%, '11. U144 We She. Zone '�±, ,"Mr S F 7014 Ch. Ate - P B (0 03 Ipe•".' 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SUPPLY AIR SHAFT SIZE = 2). CFM PER SO. FT. (GROSS AREA) _ 3). SA SHAFT CAPACITY (CFM) = 4). SA SHAFT CAPACITY (CFM) = 5). SA SHAFT CAPACITY (CFM) = 6). SA SHAFT CAPACITY (CFM) = 48x84 11.5 9 ,000 18,000 2 36.000 (36X72 inside) (CFM) 110 500 FPM) 00 1000 FPM) (® 1500 FPM) (0 2000 FPM) R:\ PROJECT \ \200 \OUTBOX \08 -23 -00 (PRE - BULLETIN #2 - MECH) \154M44.DWG * - * -* Aug 29, 2000 * - * -* 09:20:16 * * By LARRYFROESS NOTES: 1). SUPPLY AIR SHAFT SIZE 2). CFM PER SO. FT. (GROSS AREA) = 3). SA SHAFT CAPACITY (CFM) _ 4). SA SHAFT CAPACITY (CFM) = 5). SA SHAFT CAPACITY (CFM) _ 6). SA SHAFT CAPACITY (CFM) = 48x84 11.5 9,000 18.000 27.000 36,000 (36)(72 inside) (CFM) (O 500 FPM) (O 1000 FPM) • 1500 FPM) • 2000 FPM) j(4ZOD /39 RECEIVED SFP (17 2000 10(1)131 SI.AI M 'A'DONA1.1) -A111 l.L.R ARCHITECTURE 17 EAST lROa .&■ !C:1,: Sort fee 4011-43• -axe _51111_47SL C. rnr.. 11_12 T*& 404 414-1311 1122 +• R•• 5 RlTE ' 3 - 4' 5- 11! S P FbwcSC9. caecl4 44 t TAL 7$$ -•0.0 WED FOR Tl PERIT.PH 12 08 -29-00 �t SLED AS 810814 #24'111 08 -29-00 SSIED FOR Tl P6iwfT -#H 3 08-14-00 6SIJED AS BIAlETP #1-PH 1 08 -11-00 REVISIONS ISSUE DATE NI dra.mgs and + titer "ale's: appear.no nerem Constitute the anginal and unpubi6ned work of ;n1. Sober Corporation and the some , 'ay not be duplicated. used or discloses DRAw:NG TILE MECHANICAL SCHEDULES 7RAWING NUMBER. SiBEY RECEIVED_ SYSTEMSJj r � �Y OF SEE • PROGRESS DATE: 04/'8/00 FILE: I: \ 2 0000AD D\ 200154 E X 0 - S EA3 \ 1540444 PLOT: PROJECT NUMBER 200154 DRAWN BY. W NELSON CHECKED BY R. MAHDAV■ 4PPROVED BY: W HURLEY M4.4 x5C SA D L TRANSITION 84 "0 TO 132x60. PROVIDE FLEX CONNECTION AT FAN 1 6 - 0RA 54x42 SA BOD 12' -6 3 )8" EG3 1 51n CFM I; 1 ■! 1. I I I. gTaip; \ ; �$ '�1- '12S11�` Fsari I4,- d I , , -w1 1 , 277 ; CFM 1 \La- i,.— .ki- I_ _ • -=) vAV V'AV 1 -19% 1 -20 ' ^ ' CD2 __;1_•••/ 22`' C -sit - • 72x88 SA CAP FSD ! 1 1j \1-VAV Lf � ..er; Tom•- -_ — r"" f ' `32x60. RA II • iY , ll/_f a , i ii: r----, /. i t • 16" C^2 / 511 CFM FSD 4 0RA INSTA: -L BOTTOM OF FANS 12 -0 AF* (TYP OF 4) • • 54x42 SA RISER UP THRU CONCRETE ROOF 90E 12' -6 ") r 2 v14" co 3 7 _.4_CEIyC 41 i CFM _ 5 i.Or - / \ y P SD 8" CD1 24 "OSA L\ a cDO Cb 14 "O SA 60D ,1Q' -6 134 C =M O Q 1 I (n O cx ° INSTALL EXHAUST FAN • m FROM STEEL ABOVE. PROVIDE HANGER RODS AND SEISMIC BRACING VIBRATION ISOLATORS PROVIDED BY FAN MANUFACTURER PROVIDE 96x48 RA/ =SC! tip >f2 "x1 /2T -GALV- BiRDSCREEN- 01/ER.-OPENING 1 BOD 12 _ AFF (TYP OF 4) - PROVIDE FULL HEIGHT -RATED WALL. SEE ARCH. 72x50 SA ' 1 � BOO Tr----try) '-'7,"---- 144x60 SA RISER UP _ T THRU CONCRETE ROOF , -_' *a »A S ' • i . (BOD 11' -0 ") r i 114x60 SA RISER /1 ' ' -OV "� 'olCA! . �' 7 —SPLIT INTO (2)72x60 , 90' ELBOWS WITH TURNING VANES I 1 RTF'\ I ! STOP 84x64 RA DUCT RISER 12" BELOW EZQQE DECK. (TYP) • BOD. -12' - 4" 8" EG2 231 CFM SHEET NOTES: O PROVIDE CEILING MOUNTED AC UNIT. ROUTE 1/4"-RL PIPING AND 1/2"-HG PIPING TO ACC -06 Y 1 TRANSITION 96x44 TO 72 "0 . PROVIDE FLEX CONNECTION AT FAN (TYP BOTH' SIDES) rt, rc y 1, t 1 PROVIDE 1 /2"x1 /2" GALW MESH BIRDSCREEN• AT DUCT OPENINGS (T."P) EXh. FAN MOUNTING (TYP) 1 PARTIAL PLAN - _RESTROOM /LUNCH - 1ST FLOOR PHASE 1 Scale : t/8 t' 6" CD2 • rte 6 ILL F ) _ i 8A x64 RA '' ST N6 . i BCD 15' - r GAY ' I I it 104 CFM 1 R:\ PROJECT\ 00 \ 2001 5 4 EXODUSSEATTLE3 \OUTBOX \08 -23 -00 (PRE- BULLETIN #2 - MECH) \154M51.DWG * * - * Aug 29, 2000 * * * 09:21:40 * -* -* By: LARRYFROESS t t ` 1 I ~\ t 84x64 RA 60D 15' -8" 84x64 RA BOD 15' -8 _ 'vAV 1 -21 I — 84x64 TI-RJ C ' TO ROC (T °F 16 "0 SA — Fr.-77= i I i I 134'-3 3 T O 1 1_0 (")8'x6 Sf r 63 CFM BOD 13'- ah� Q L 111 m : 1 ROUTE 22x22 ELEV SHAFT vENT = 'DUCT FROM ROOF >.ENT ABOVE •DOWN THRU CONCRETE FLOOR, I !,STOP 6" BELOW ROOF DECK SEE 4/M6.1 f 4 'rOSA, i ii III 134 1 a -y • I E XH. FAN MOUNTING (TMP) r\ ktv i1 LJ i1 PARTIAL PLAN - ROOF LEVEL SHOP PENTHOUSE Score: ,/8 = )(41.0 6o-- 13y 1� `1 \ \ �/ RECEIVED SEP 07 2000 ExODus SEA! F1.F 3 \1 101)6\ A 1 1 )- \111 - 1M61 MID 97 EUS. =KA. iYh stint 300 40S -431- s300 1373L ULESSFS& 4 - 4. : - !S•1 _12g ic.accwor, 11-4A01 SAN FlthICtSCO, cxf .I 94104. e*z4,5- !4040 REVISIONS SABEY ARCHITECTURE MED FOR T1 PENT -PH 12 3 0629.00 ISSUED AS BULIETN 124'II 1 0629-00 ISSUED AS KEEN I1-PH 1 06 -11-00 SSA FOR CONSTRUCTION -PH 1 0731 -00 ISSUE FOR PERMIT 06 -26-00 ISSUE DATE M drawings and wntten materai 3cpearr9 hereto const■tute the orginal and unpublished work at ;he Sobey Corporation and the same may not be duplicated. Jsed or disclosed • DRAWING "TL AIR S Y S T E M ; I MECHANICAL PARTIAL cm OF Tq.- - PROGRESS DATE: 044'8/00 FILE: I: \2000CADD \200154Ex 0 -SEA3\ 154M5 PLOT: PROJECT NUMBER: 200154 DRAWN BY W. NELSON CHECKED BY: R MAHDAVI APPROVED 8Y: W. HURLEY DRAWING NUMBER M5.1 KECE1vE0 SFP (1 7 -., $EP 9 0 !U!. Pc mu- R: R STRAP SECURE TO STRUCTURE AS REO'O LOCH "` * I4IN 2 FT OF DIFFUSER CE NYE RUNE — FLEX D C SEE. PAN FOR SIZE PR';JC£ SWOCTH RADIUS CONNEC'.C►.. PROPERLY SUPPDR" FLEX O'. CT FOR SM':sCT- AIR FLOW TC DtFF .;SER PROVIDE 2 ANGLE CLIPS ON OPPOSITE SIDES 2 -F DIFFUSER SCREW TO T -BAR SECURE DUCT TO FLANGE WITH DRAWBAND ANP SHEETMETA.L SCREWS DIFFUSER CAN SUPPORT ANGLES —\ I FACE OF GRILLE OR DIFFUSER FOAM GASKET ON TOP OF CURB WOOD NAILER FAC TORY CURB (LEVEL) ROOFING _ I D SQUARE TO ROUND TRANSITION Scale: NONE 5<a:e'. NONE Scale: NONE Scale: NONE 0 I e l CEILING DIFFUSER CONNECTION \- SHARP RADIUS NOT ACCETABLE DUCT i \ -.1.5x TAME "ER • • • PAINT INSIDE OF DIFFUSER CAN WITH BLACK PAINT LAY - .N T — BAR CEILING DIFFUSER CEILING 7 FRAMING SHEET ROCK CEILING SECURE GRILLE /DIFFUSER WITH SM SCREWS THROUGH NECK OF GRILLE OR DIFFUSER. SUPPLY /RETURN GYPBOARD 2 DIFFUSER /GRILLE MOUNTING NOTE SEE ARCH. AND STRUCT. DWGS FOR ROOF PENETRATION, FLASHING & ROOFING DETAILS. EXHAUST FAN /- ATTACH TO CURB 2 SCREWS /SIDE FASTEN TO STRUCTURE ROOF DECK DUCT TO BE SAME AS DAMPER SIZE EXHAUST DUCT ROOF MOUNTED EXHAUST FAN DETAIL DuO " ;.••ER (..Oh NuOUS) WHE RE SPECIFIED 2 )UP CLIP —� APO _r ^ _CT SEALER R MAS. BEFORE .NC SIP Owe UCT Sc c:ASH•RC SEA_ SILICON SEALER ON TOP CF CURB 26 L.A. FLASHING OLE ERED WATER itGH' 2x _ IL 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 HANGER VIBRATION ISOLATION ASSEMBLY BY MANUFACTURER- BACK DRAFT DAMPER (GRAVITY) BY MANUFACTURER 4 -3" MIN. OF LINED DUCT REHEAT COIL CONTROL BOX PROVIDE (4)HANGER RODS- THREADED PER SMACNA CRITERIA Scale: NONE PROVIDE SEISMIC BRACING AND THRUST SUPPORT PER SMACNA CRITERIA Scale: NONE PROJECT 00 200154EXODUSSEATTLE3 OUTBOX 08 - 23 - 00 PRE - BULLETIN ; 2 - MECH 154M61.DWG * - * - * Au. 29, 2000 * - * * 09:22:18 * - -* ROUND G'1CT SEALANT (TYP) 7 STORM COLLAR �FOIAM GASKET I CAD PLATED LAG SCREWS 2 /SIDE MIN I8" HIGH LEVEL CURB 24 GA GAL. FLAS ING SOLDER ALL JOINTS FLARED AT TOP FOR SEALANT �p CANT CONCRETE ROOF WITH ROOF DECK LARRYFROESS ROUND DUCT [1:1 DAMPER ACTUATOR DUCT STRAP AS REG'D - CLEARANCE NOTE: I- SEE ARCH. AND STRUCT DWGS FOR ROOF PEN= TRATION FLASHING & ROOFING DETAILS. 2. ALL CURBING TO BE FIRE RETARDANT 3. ALL ROOF PENETRATIONS REQUIRE BURGULAR BARS. SEE DETAIL 11/M6.3 0 A 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. • ROOFING & INSULATION - 3,;,LT -UP ROOFING VAv BOX SHEET METAL SCREW STRAP TO BOX SEAL AIRTIGHT (TYP) VAV TERMINAL BOX SUPPORT HIGH PRESSURE FLEX DUCT. 3 FEET MAXIMUM. CONNECT TO SUPPORT FRAMING ABOVE (TYP.) SEE PLAN FOR DUCT SIZE (TYP.) IN -LINE EXHAUST FAN SUPPORT PROVIDE DUCT FLEXIBLE CONNECTOR TO FAN (TYP.) 1- W SUL A rp4C BOARD 2' DEEP CUp .APPLY DUCT SEALER ;AR YAST1C BEFORE SLIDING CLIP ONTO DUCT & FLASHING SEAL HEAVY'WEtGHT GLASS CLOTH COVERED w /MASTIC COATING SIUCON SEALER ON TOP OF CURB - - --. t 26 GA. FLASHING SOLDERED WATER 2x LEVEL CURB HEM CANT ROOFING ---� ROOF DEC -- SHEET METAL DUCT DUCT PENETRATION THRU ROOF /DECK Scale: NONE INSULATED RECTANGULAR DUCT G A I A 0 7' CEILING DIFFUSER CONNECTION (SQ NECK Scare: NONE 5 FLEX DUCT. SEE PLAN FOR SIZE SLEEVE MIN.2" LARGER THAN PIPE. USE SOH 40 PIPE FINISH WALL OR LOUVER\ PACK WITH ROCK WOOL OR FIBERGLASS ESCUTCHEON BOTH SIDES C R HANCt STRAP SECURE TO STRUCTURE AS RECD LOC ATE W°'HI N 2 FT OF JIF=US£R CENTER= NE — I I! PROVIDE SMOOTH RADIUS CONNECTION, oROPE REV SUPPORT 1LEX DUCT FOR SMtOCT►, A,R FLOw TO DIFFUSER PROVIDE 2 ANGLE CLIPS ON OPPOSITE SIDES OF DIFFUSER SCREW TO T -BAR 8 PIPE SLEEVE DETAIL Scale: NONE El I I 30 F E AREA- NON.: SEE ARCHI. CTURP,L.,.ORAWINGS F'ORI S tf'ECIFI ATIONS OF ! l LUbR t'rLjES3 ('T'YPj Scale: 1 /8 " =1 ' -0" SUSPENDED CEILING THRU WALL \--INSULATE INTERIOR PIPE INSULATION TO HAVE MIN. 950' F TEMPERATURE RATING i NON- INSULATED EXTERIOR PIPE 1/2" NON - HARDING WATER PROOF SEALANT ININE11111111111Ni1•11=11! 1 • I I } I Ip --4- 13I I r � f + j , ( I i ,{ i t I I I 1. h is I I G I r I ! I 1 t - r a I -j —f I 1 i ! ' 1 I } + I • I I /� �1. i.1 j I r E I I I I II - 1 1 I t I CAH -91-i - T I WALL OR LOUVER v) Y ■\ . ' y I 1, — , .r_ I I PERFORATED TILE LOCATION 1 1 _ \ C A RADIUS NCT \ CCCE ?AB__ \ - 1.5x RADIUS 6" MIN H;GH CAN ON SQUARE NECK DIFFUSER LAY -IN T -BAT CEILING DIFFUSER NOTE: AL_ MATERIALS USED IN SLEEVE MUST HAVE MIN- 960'F TEMPERATURE RATING e Tt SEE PLAN DWG M2.21 FOR IrII r - • } ABOVE CETCTNC DUCT tAYQUT uII W I I, I I I - I ' vet' - (4)8'x Tl3 TiTUS VET' '1AF. 4 F4Q0R -- RE CAW Ii;-- --. 8A ANCE TO 263 CRFM EACH MOUNT IN RAI E: 1 FLOOR- TTtE (TYPE i 1 I i II i I I Y1' 2,000 4'31 NOC /NODE PERFORATED FLOOR LAYOUT O ct 2 15 RECEIVED SEP 07 2000 ENOI)L S SI:A I iI.E . \1 '�(:l)O\ A1.1)-7,111.1.1.:R S4BEY ARCHITECTURE 97 EAST Mc**■ acic S IiE S00 .0! -as4 -6700 YS X."5� CL "C74xe 9S_L2 l0et- -:iu 124 ELI* ME, 2E1_7_11._ 415 - 114 - 0: 4 1. SAO rlINIC.'SUJ G4i4•.s 34104 . r*X:4 •5- I -6040 SSIED FOR TI PEAYT-f1i 12,3 0S29-00 © 6SUED IS BULLETIN I2-PH 1 08-290 IMMO FOR IL T- 1 3 0614.00 Qi Ism As swim omi 1 09 -11-00 ISSUED FOR CONSTRUCTION -PH 1 0731-00 ISSUED FOR TI PERMIT -PH 2 07 -26-00 SSUED FOR TI PERMET -PH 1 06 REVISIONS ISSUE DATE All drawngs ono .ri:ter - , ate,c. ocoeor: hernn :onstitut- the oa q,no; and ,:npubishea worr Jt the Sobey Lorporotm a the some ^ not be ,ol.coted. used or disctosec DRAWING T TL_E MECHANICAL DETAILS DRAWING NUMBER ri�CEIXE SL1' i 7 AIR TYST, RECEIVE^ y nF i PROGRESS DATE, 04/18/00 FILE: I: \2000CADD \200I54EX0 - SEA3\ 1541,461 PLOT: PROJECT NUMBER: 200154 DRAWN BY: W. NELSON CHECKED BY R MAHOAVI APPROVED BY: W HURLS" M6.1 pERMI' Scoie: NONE ACTUATOR LOCATED UPSTREAM OF DAMPER UNLESS OTHERWISE NOTED ON PLAN. A Sco��e: NONE Scale: NONE 90 TAKE -OFF 15' MAX SIZE TRANSITION ��— �---- RATED aA__ OPENING 9f NCTES: 1_ Tr tS DETAIL IS GENER C FOLLOW FIRE /SMOKE DAMPER MANUFACTURERS RECCOMENDATIONS =OR iNSTALLATICN OF DAMPER. 2. USE "..NiTED DUCT SEALER" OR EQUAL WHERE DUC CONNE J TC SLEEVE. IF RC. ND DUCT, PROVIDE WELDED ROcND DUCT COLLAR ON BOTH SIDES. 3. SMILAR TO HIGH VELOCITY FIRE DAMPER. 4. INSTALL DUCT SMOKE DETECTOR FOR F,RE /SMCKE DAMPER ACTIVATION MUST BE Y'CATED WITHIN 4 FEET OF THE UPSTREAM = DE OF THE FIRE /SMOKE DAMPER. 5. CONTRACTOR TO PROVIDE INSTALLATION /OPERATiCN MANUAL FOR FIRE /SMOKE DAMPER. THE MANUAL TO BE LOCATED ON S'TE. AND TO BE READILY AVAILABLE UPON REQUEST BY THE CITY INSPECTOR. SA /RA DUCT FSD 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. Ii : RA /TRANSFER AIR FSD 90 CONICAL TAKE -OFF 90 OR 45 ELBOW --3 10 DUCT DOWN NOTES: 1. SINGLE -LINE ILLUSTRATIONS ARE SYMBOLS USED ON DRAWINGS 'ATE FIRE I •'RO'r`O FeRE D R_ ::CESS DOOR ;ACTUATOR SIDE) SHT MTL. SLEEVE ANGLE =RAME BOLTED TC ALL FOUR SIDES OF SLEEVE. 3 ROUND DUCT DETAILS Scale: NONE 45 TAKE -OFF C RECTANGULAR DUCT DETAILS 90 OR 45 RADIUS [LEO* Scab: NONE Scale: NONE UNDERFLOOR ZONE DIVIDERS 22 GAUGE TOP COVER APPLY MASTIC BEFORE SHEET METAL SCREWS 2" DEEP CLIP SEAL WITH MASTIC APPLY MASTIC BEFORE SLIDING CLIP ONTO DUCT & FLASHING CUT HOLE THRU ROOF REFRIGERANT PIPING WITH INSULATION Scale: 1"= I -0" a 90 MITER ELBOW I 1 90 TAKE -OFF 5 MAX SIZE TRANSITION DUCT DOWN 'e? 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 — RAISED FLOOR STRUCTURE H I I >~k� 4 -- I I II S.M. DIVIDER Scale: NOT TO SCALE PLAN VIEW ANGLE TAKE -OFF 21I� RADIUS TAKE -OFr j /k 90 SPLITTER TAKE -OFF SECTION AA SECTION BB 2 I `D) ,SD) ' SET BASE IN ADHESIVE /CAULK AND ANCHOR TO BASE PACK BOX WITH FIBERGLASS CAULK AND SEAL SPACE AROUND PIPE - 26 GA. FLASHING HOT MOP INTO ROOF 4 "MIN. HOT GAS WITH INSULATION NOTE: 1. PAINT ALL EXPOSED SHEET METAL PARTS WITH WEATHER RESISITANT PAINT. R:\ PROJECT \00 \200154EXODUSSEATTLE3 \OUTBOX \08 - 23 - 00 (PRE BULLETIN #2 - MECH) \154M62.DWG * - * - * Aug 29, 2000 * - * * 09:22:58 * - * - * By: LARRYFROESS NOTCH DIVIDER AROUND FLOOR STRUCTURE - TYP CUTOUT 2 "x2" NOTCH AT STRINGER (TYP) 2 PIECE GALV. SHEETMETAL 24 GA. STIFFEN AS REQUIRED A PIPES PENETRATION THRU ROOF DETAIL 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 *ATER TIGHT (TYP.) 1 - UNISTRUT 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.) FACTORY MOUNTED MOTORIZED ISOLATION DAMPER INSIDE UNIT 7 ROUND DUCT ROOF SUPPORT DETAIL Sco,e: NONE A 2' MAX (TYP.) I - 2" MAX ; I (TYP.) I / ) RETANGULAR DUCT ROOF SUPPORT DETAIL / Scale: NONE U ROOF OPENING ... SEE STRUCT Scale: NONE WELD AROUND (TYP. ) 1 ALTERNATE DETAIL PRIMARY DETAIL a T/ L UNIT EXTERIOR FACTORY SUPPLIED GASKET FACTORY SUPPLIED 2x4 NAILER 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 6X4 FIRE RETARDANT Q LEVELING CURB. CONTRACTOR HAS OPTION TO USE STEEL BUILT -UP ROOFING i Y a X X, X CONCRETE ROOF ACU ROOF MOUNTING DETAIL PROti*_DE 12 '.eUAGE it 3' * DE GAL V SHEE YETA, RAND. OVER AND UN=DER YIUN DUCT FASTEN TOGETHER OVER POST BOLT SHEET META.. BANGS TOGETHER TO POST MTH ' /2 0 BOLT (TYP ) TS 2 x2.3/16 SLIDE INTO POST WELD AROUND (TYP.) TS 3x3x3/ 15 WELD POST TO BASE PLATE PL 1/4x4x7 ;TYP.) ANCHOR BASE PLATE TO CONCRETE ROOF BUILT JP ROOFING- -- CONCRETE ROOF. DUCT SIZE SEE PLANS PROVIDE 2 5000 UNISTRUT AT EACH SIDE OF DUCT 5/8" ,ALV. BOLT W1 A LOCKWASHER AND DBL NUT Ox FIRE PETARCANT SLEEPER MOUNTED ON TOP OF ROOF. PROVIDE FLASHING AROUND WOOD SLEEPER F " x6 °x16 GAGE STEEL STEEL PLATE DUCT SIZE. SEE PLANS TS 2x2.3/16 SLIDE INTO POST WELD AROUND (TYP.) TS 3x3x3/16 WELD POST TO BASE PLATE. PL 1/4x4x7 (TYP.) ANCHOR BASE PLATE TO CONCRETE ROOF. CULT- UP ROOFING. CONCRE1 J ROOF. ZO 06 1,7 ARCHITECTURE 1' EASI tt� SUM !00 *o - 43E - 5.700 54w Leaflets '3.._•x2 Ltl_ 40S-4.1E-1.111 - 7 gaAr' ji _ Pan "/_ 4 5-_111-404 Seu Fb/KISC.. ZAL.C311&& 14104. , 14415 -'11l -4040 651E FOR TI P9W-R4 L 2 3 013-29 -00 LN. ISSUED As a11E 11 #2 - PH 1 063.0) ISSUED FOR 11 P9i(FWH 3 08 -14-00 ISSUED FOR CONSTRUCTION-PH 1 0731-00 ISSUED FOR Tl PERMIT-PH 2 07 -2640 ISSUED FOR Ti PERMIT -PH 1 06 -26-00 REVISIONS ISSUE DATE AI drawings and .-.Hen mate ai acoe,ra nerein constitute the 0r9ne. and ,nouot■shed work the SoDei Corporation and the same ^^ov col ae duohccted. used or disclosed DRAWING TITLE MECHANICAL DETAILS SLBEY S F P 0 7 MOO AIR SYS - EM - S ' cry OF TI IKWII SFP C ZUOU PROGRESS DATE: 04/18/00 FILE: I: \2000CADD \200154EX0 SEA3 \I54N62 PLOT: PROJECT NUMBER 200154 DRAWN BY W NELSON CHECKED BY R MAHDAVI APPROVED BY. W HURLEY PIPE SIZE (IN) MAX SUPPORT SPAN (FT) 7 MIN. ROD SIZE (IN) 3/8 UP TO 1" 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 FACTORY CURB FOAM GASKET ON TOP OF CURB INSTALL CONTROL DAMPER INSIDE ROOF CURB. PROVIDE ACCESS IN CURB 1=0R DAMPER ACTUATOR 6X4 FIRE RETARDANT LEVELING CURB. CONTRACTOR HAS OPTION TO USE STEEL 24 ;,A GAL* SIY SLEEPER FLASHING "PRE - FAB" PIPE S POR & CzAMP ( APPPUCA¢&,.E CANT — ROOFING Scale: NONE Scole: NONE Scale: NONE STRUT PIPE CLAMP ROOFING , - HANGER ROD MIN. 1/2" 01k NOTE 1. PRC'i1DE CRICKET ON JP SLOPE SIDE WHEN SLEEPERS ARE PERPENDICULAR TO ROOF SLOPE. EjI:: ROOF PIPING SUPPORT DETAIL ATTACH TO STRUCTURE WITH STRUT ACCESSORIES AS REQUIRED (TYP) I L THERMAL HANGER SHIELD OR ISOLATOR WHERE REQUIRED STRUT CHANNEL SESMIC RESTRAINTS PER SMACNA GUIDELINES PIPE HANGER DETAIL ANCHOR NAILER TO CONC. ROOF SEE STRUCT. 0 0 0 0 0 0 0 BURGULAR BARS MOUNTED IN ROOF OPENING NOTE: SEE ARCH. AND STRUCT. DWGS FOR ROOF PENETRATION, FLASHING & ROOFING DETAILS. ROOF PiPE SUPPORT RELIEF EXHAUST FAN DETAIL 8 Fit2E RETAR34.%' *0OD SLEEPER WOWED Oh 'OP OF ROOF 1 -5/8 U4'ST tUT 6 "x6 "x 16 GAGE STEEL STEEL PLATE 1 /2 "x 4" LAG SCREW. PROVIDE NEOPRENE -STEEL WASHERS BETWEEN CAP & STRUT 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 ARCH. DWG'S FOR DETAILS BUILT -UP ROOFING CONCRETE ROOF 5/ Er BOLT WITH LOCKWASHER MD DOUBLE NUT FOAM GASKET ON TOP OF CURB R:\ PROJECT\ 00 \ 20 0 1 5 4 EXODUSSEATTLE3 \OUTBOX \08 - 23 - 00 (PRE - BULLETIN #2 - MECH) \154M63.DWG * - -* Aug 29, 2000 * - * - * 09:24:07 * - * - * By GALV. SHEETMETAL CURB CAP SEE ARCH FOR DETAILS 2X FIRE RETARDANT RDWD NAILER STEEL BEAM, FASTEN TO CONCRETE ROOF CONCRETE ROOFS - Scale: NONE FLASHING DUCT WALL DUCT LINER \ l \ EXTERIOR WALL NON HARDENING SILICON SEALER (TYP) 16 GA. 1/2x1 1/2x1/2 CHANNEL FASTEN 16 "O.C. / / 0 0 0 0 0 SHAFT FOR 2ND FLOOR NOTE: 1. SEAL ALL DUCT PENETRATIONS AIR AND WATER TIGHT 2. SEE ARCHITECTURAL DWG'S FOR FLASHING, AND CURB DETAILS SUPPLY SHAFT @ ROOF CURB DETAIL i iiii i iiit, itttl 1=10•11:1MIMINIMIL■ 0 0 0 0 0 SHAFT FOR 3RD FLOOR 4 1 ) FRAME OPENING AS NECESSARY A MAIN DUCT F DUCT PENETRATION THRU WALL O St e NONE 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 g2ODD -/39 FASTEN DUCT TO METAL STUD FRAMING. SEAL ALL JOINTS SUPPLY DUCT BRANCH TO VA✓ BOXES, SEE PLANS FOR SIZE © L BEND BACK METAL SILL PLATE TO FLOOR Wr' L HOUSING SIDEWALL EXHAUST FAN MOUNTING Scale: NONE N Scale: NONE WELD OR BOLT FRAME TO INSIDE OF EQUIP. CURB AND OR DUCT 3/16" TYPICAL WELDTHRU -OUT 1/2" DIA 1018 COLD ROLLED STEEL BARS. WELD AT EACH INTERSECTION Scale: NONE 48" AT DUCT CONNECTION ,1 FRAME AROUND CONICAL FITTING z s - I 48 36"0 DIA. 1 "x1/4" FLAT BAR FRAME WELD RODS TO FRAME A SEAL OPEIkIINGS W$ATriERTIGA`„T WI TH APPROVE!) SEALANT SEE ARCH MC 's FASTEN *EA DAMP R GUARD. BAG'. DRAFT OAYPER.. Ake W COLLAR 'O *ALL SEAL GuNNEG TIIOI WEATHER T W_ATHERHOOD (AS REO'D) BACKDRAFT DAMPER WpT-+ DAMPER GUARD CLOSURE ANGLES SUPPLIED BY FAN MANUFACTURER CONCRETE WALL GYPBOARD SUPPLY AIR SHAT WALL NOTE: Di ADD THIS BURGULAR B TO ALL ROOF OPENING LO SQ. FT. IN SIZE X11 SECURITY BAR ASSEMBLY CEILING @1I SUPPLY DUCT CONNECTION TO SHAFT Scole: NONE GYPBOARD SUPPLY AIR SHAFT WALL, TERMINATE GYPBOARD 2" BELOW RAISED FLOOR 30" HIGH RAISED FLOOR EXTEND METAL STUDS TO CONCRETE FLOOR SEE ARCH. DWG'S FOR DETAILS [ CONCRETE FLOOR L DUCT /SHAFT TERMINATION DETAIL SHEETMETAL CONE (AIR DIVERTER) FASTEN CONE TO CONCRETE FLOOR CENTER CONE TO SUPPLY DUCT gVED SEP n7 2000 1r Nom : S SI:A I I L 3 s1 \(1)0N N1 1) 'VIII 1. ; 27 EAST SIO5,A. /CAC HATE 3CC 406-452-8X21 _SW X7SE —CALF 11iu. rte. _406 -s7E -1511_ t �o _.),Twrfsrf . RaT1 7' S. 4' 5- 4490 sot mamma CALIOMA 94104. F4L41. - ISSUED FOR Ti W4 12,3 06 -29-00 ® BRED AS BULETiI #2-14 11 08 -2900 BM FOR T1 PEIW-PH 3 08-14 A ISSUED AS BULLETIN Al-PH 1 08- 11100 BM FOR CONS T E101 -PH 1 07-31-00 ISSUED FOR Ti PERMIT -PH 2 07 -26-00 ISSUED FOR Ti PERMIT -PH 1 06 -26-00 REVISIONS SAUEY ARCHITECTURE ISSUE DATE NI drawnas and wrtten material .:opeorrrg herein coast lute the orig,nol ona unoualished "ark of the Sobey Corporation and the same may not be duo,icated, used o• d SEP 0 7 ?nnn AIR S Y S +f# - S DRAWING TITLE MECHANICAL cum DETAILS Pt- ' OF TI:K` -v�A Sal 1i1 JU( PROGRESS DATE. '1 FILE: l: \2000CADD \20015 4EXO -SEAS\ 154M63 PLOT: PROJECT NUMBER. 200154 DRAWN BY W. NELSON CHECKED BY. R. MAHDAVI APPROVED BY : W. HURLEY CRAWING NUMBER: M6.3 I I— Pt HiJr TYP. COMPUTER ROOM AC U NIT MOUNTED ON FLOORSTAND (FACTORY F COND. DRAIN LINE. SEE PLUMBING DWG UNISTRUT CHANNEL. END CAP (TYP) RETURN AIR INTAKE CONTROL PANEL LIQUID & HOT GAS REFRIGERANT LINES. CON.: BETE EOUFUENT PAD (SEE STRUCT.) TYPICAL PIPE SUPDORT LOCATE EVERY 4 0" SEE DETAIL 1/446.3 (2) LIQUID & (2) HOT GAS REFRIGERANT LINES INSIDE PIPE CHASE. NOTES: I. FOR EXACT ROUTING OF LIQUID, HOT GAS & CONDENSATE DRAIN LINES SEE MECH. DRAWINGS M -2.1 & PLUMB. DRAWINGS COORDINATE WITH ALL RELATED DISCIPLINES. 12" LONG UNISTRUT CHANNEL SECURE TO MIN. OF 2 STUDS IN WALL 0 PIPE PIPE INSULATION A UNISTRUT PIPE CLAMP Scale: NONE UNISTRUT PIPE CLAMP PIPE PIPE INSULATION --� INTERIOR WALL UNISTRUT CHANNEL - N. SECURE TO MIN. OF 2 STUDS IN WALL UNISTRUT PIPE CHANNEL ELEVATION NOTE: TYP. FOR ONE MORE PIPE AS REQUIRED. PIPE SUPPORT AT WALL 'YP. ROOF 'TD- AIR COOLED CONDENSER UNIT / (2) LIQUID & 12) HOT GAS FOR TYP PIPE THRU ROOF DETAIL SEE 6/446 2 REFRIGERANT UNES SLOTTED HEX HEAD — SCREW AND NUT SECTION A —A /-RAISED FLOOR TYPICAL PIPE SUPPORT LOCATE EVERY 4' -0" SEE DETAIL 4/M6.4 ROOF LEVEL TYPICAL CRU AND ACC UNITS PIPING & INSTALLATION DETAIL Scale: NONE USE CUSH -A -STRIP AT CLAMP FOR PIPE VIBRATION. SUPPLY AIR DUCT SHAFT WALL TYPICAL PIPE SUPPORT LOCATE EVERY 4' -0" SEE DETAIL 2/M6. THIRD FLOOR SUPPLY AIR DUCT SHAFT WALL U SECOND FLOOR R:\ PROJECT \ \200 \OUTBOX \08 - 23 - 00 (PRE - BULLETIN #2 - MECH) \154M64.DWG * - - * - * Aug 29, 2000 * - * - * 09:24:30 * - * - * By: LARRYFROFSS THESE -*0 HANGERS ARE TO BE USED ON EJC:S 25' & .ARt;ER (MAT BE USED ON SwiLEP DUCTS) 3/8 OIA ROO C+R 1' X I6Ga HAr ;ER STRAP (TYPICAL) NUT & LOCKNUT. 1-1/8" X 12Go. SPLIT RING COLLAR AROUND DUCT 1" X 16Go. HANGER /STRAP, (TYP. ) 30" TRIM AT 45' MAX ANGLE (TYP.) PIPE 1/4" BOLT, NUT & STAR WASHER (TYP.) SHEET METAL SCREWS (TYPICAL) RECTANGULAR DUCT HAN3ER NOTES: EACH STRAP ADJACENT TO ONE ANOTHER AT HANGER LOCATION. (TYPICAL) ROUND DUCT HANGER 3/8" DIA ROD, CR 1" X 16Ga. HANGER STRAP, (TYP.) 2" X 2" X 1/8" ANGLE TOP & BOTTOM 1 " X l 8Ga. STRAP OVER DUCT (TYP.) 1. REFER TO SPECIFICATIONS FOR HANGER SPACINGS. 2. ATTACHMENTS TO OVERHEAD STRUCTURE THALL BE MADE IN ACCORDANCE WITH STRUC -URAL ENGINEERS REQUIREMENTS AND WEIGHT LIMITATIONS. ALL ATTACHMENT METHODS TO STRUCTURE SHALL BE SUBMITTED TO STRUCTURAL ENGINEER FOR REVIEW. 3. PROVIDE SWAT" & SEISMIC BRACING PER SMACNA SEISMIC GUIDELINES. DUCT HANGERS DETAILS Scale: NONE PIPE NSTALLATION Scale. NONE Scale: NONE _1J ' 4 - I' X ► 6Go HANGER STRAP UNISTRUT PIPE CLAP 1" X ' 6Go CONTINUOUS COLLAR DRAWN TIGHT AROUND DUCT SLOTTED HEX HEAD SCREW AND NUT FLOOR SLAB 12" LONG UNISTRUT PIPE CHANNEL UNISTRUT CHANNEL SECURE TO CONCRETE FLOOR ::II: PIPE SUPPORT AT FLOOR M2,0,06-139 T 3/8 _ BOLT. Nu" & STAR WASHER —,... THIS i'ACtiCER FOR DUCTS 24` D A & SwLL _EP 61" AND OVER 1/2" DIA. ROD. (TYPICAL) 0C1 SrBEY DRA WING TITLE MECHANICAL DETAILS DRAWING NUMBER ARCHITECTURE 97 ran 10c,u.0 Low Surf 300 *00- 4311-113o0 — SYt 145E c•, r^ANY. 31112 ru x '1- - SMt :1tMdctYL. C.417e111A 34,34. frAL 5- 744 -4040 ISS.E FOR T1 W PH 12,3 06.29 -00 6SE AS 9111E114 12 - PH 1 owe ISSte FOR T1 P6ifT-PH 3 06 -1400 ISSN FOR COISTFIICTUIEPH 1 07-31-00 ISSUED FOR T1 PFT#IT -PH 2 07-26 -00 REVISIONS ISSUE DATE M dra.ngc ;nd .rdten - , cteral appear ng herein constitute the 0ri9nal and urpublishea work of the Sabey Carporobon and the some may not be ^.uolicated, used or disclosed w,the,r '.he w ."' ^: - _r.ny -c cc • ii rm ; PROGRESS DATE: 04/18/00 RECE!VET CE P Ii AIR STSILP, RlCU L pF `UK sL 2000 Af_Mll� - Fk k -r ' FILE: I: \2000CAD D\ 2 00154EX O - SEA3\ 154 M 63 P LOT: PR OJECT NUMBER: 2-00154 D RAWN BY: W. NELSON CHECKED BY: R. DV A P PROVED BY W MAH HURLAEY I M6.4 LEGEND BCU BUILDING CONTROL UNIT 0 POWER WRING, INSTALLATION & TERMINATION BY ELLCTRICAL DMv1SION FS PADDLE TYPE FLOW SWITCH ® RELAY LCP LIGHTING CONTROL PANEL BY ELECTRICAL DIV :SIGN RP RELAY PANEL WITH TRANSFORMER TCM THERMOSTAT CONTROL MODULE UCM UNIT CONTROL MODULE TW. SH. TWISTED SHIELDED CABLE WP WEATHER PROOF. NEMA 4 OR NEMA 3R TRIG 4VIELuPAK „#41T r 4 ,2 #18 TW. SH 120VAC , VAV -1 ?\5 #18 , TW. COMMA- SINK. 2 #18 rW. SH ROOF 3RD FLOOR 2ND FLOOR C y E I 120VAC VAV - 2 'T.,.5 #18 TW TO WORKST,LTION S- r �2 #18 TW. 5H. Y CED 120VAC L VAV -3 CAH -01 5 # TN_ rT' DEDICATED 120VAC CIRCUIT ETHERNET LAN TRANE INTELLIPAK UNIT au- rr L TO WORKSTATION_ OR OTHER BCU 120VAC VAV -4 `N 5 #18 TW IT\ COMMA LINK 2 #18 TW. SH. COMM3 LINK 2 #18 TW. SH. SEE SHEET NOTE #1 (TYPICAL) T r r i 16- I 120V/24V TRANSFORMER y"-' J BY BAS CONTRACTOR / (TYPICAL) - ETHERNET LAN I: \ \ \CAD \154M71.DWG - Aug 23, 2000 - 10:32:48 - WILLIAMN - y- ':;26) TOTAL Riu, -6 - r ACC -0` latiGESSEE CAH -G2 J TRANE INTELLIPAK UNIT 1'I L 5) FIRE ISOLATION 7 ALARM INPUTS (WIRING BY DIV. 16) Er, - I En -2 L 2 11: y f TW S., TRANE VOYAGER UNIT 120VAC TRANE INTELLIPAK UNIT RTU1 -1, TRACER SUMMIT RISER DIAGRAM - OFFICE 2 re----< Score: NONE Scale: NONE 3 +18: CCP -01 r -- PEN 2 #18 TW. SH. TRANE INTELLIPAK UNIT 120V /10 POWER (TYPICAL) 5) FIRE ISOLATION DAMPER ALARM INPUTS (WIRING BY DIV. 16) TO WORKSTATION OR OTHER BCU 2 #18 TW SH. J 2 #16 VAV - 1 5 #18 I TW. r � CRU POINTS LIST (TYPICAL) ANALOG INPUTS SPACE TEMPERATURE SUPP_Y AIR TEMPERATURE SPACE HUMIDITY VINAR'' INPUTS COMPRESSOR 1 HI PRESSURE ALARM COMPRESSOR 1 LOW PRESSURE ALARM COMPRESSOR 2 HI PRESSURE ALARM COMPRESSOR 2 LOW PRESSURE ALARM SMOKE DETECTOR ALARM 'JNIT LON FLOW ALARM UNIT WATER DETECTOR ALARM VINARY 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 - - - 111 , I I I I I I I I I I I I I I I I I II I 11 1I 11 11 I I 1 1 I I I II I I 1 1 I I 1 I 11 I L L --I J Y `r vAV -2 ? _S #18 I TW rT' J TRACER SUMMIT RISER DETAIL Scale. NONE Scale: NONE 2 #18 TW SH_ - - - -- Y - -- • (6) BOXES ; T OTAL VAV - 3 g,5 #18 TW. IT` ROOFTOP UPCM POINTS SUMMARY ANALOG INPUTS DUCT PRESSURE HEADER DUCT PRESSURE HEADER DINARY RTU -1 RTU -2 RTU -3 RTU -4 RTU -1 RTU -2 RTU -3 RTU -4 RTU - RTU -2 RTU -3 RTU -4 RTU -1 RTU -2 RTU -3 RTU -4 BI NARY RTU -1 RTU -2 RTU -3 RTU -4 RTU -1 RTU -2 RTU -3 RTU -4 RTU -1 RTU -2 RTU -3 RTU -4 RTU -1 RTU -2 RTU -3 RTU -4 1 (3, 5) 2 (3, 5) OUTPUTS HUMIDIFIER FILL /DRAIN (3. 5) HUMIDIFIER FILL /DRAIN (3, 5) HUMIDIFIER FILL /DRAIN (3, 5) HUMIDIFIER FILL /DRAIN (3, 5) HUMIDIFIER PUMP ON /OFF (3, 5) HUMIDIFIER PUMP ON /OFF (3, 5) HUMIDIFIER PUMP ON /OFF (3, 5) HUMIDIFIER PUMP ON /OFF (3, 5) ISOLATION DAMPERS OPEN /CLOSE (3, 5) ISOLATION DAMPERS OPEN /CLOSE (3, 5) ISOLATION DAMPERS OPEN /CLOSE (3, 5) ISOLATION DAMPERS OPEN /CLOSE (3, 5) START OUTPUT (3,5) START OUTPUT (3,5) START OUTPUT (3,5) START OUTPUT (3,5) BCU POINTS LIST COLO 1 FIRE ALARM INPUT (1 FACP / BCU) L P H HUMIDIFIER LEVEL ALARM (3, 5) HUMIDIFIER LEVEL ALARM (3, 5) HUMIDIFIER LEVEL ALARM (3. 5) HUMIDIFIER LEVEL ALARM (3, 5) SUPPLY ISOLATION DAMPERS OPEN /CLOSE SUPPLY ISOLATION DAMPERS OPEN /CLOSE SUPPLY ISOLATION DAMPERS OPEN /CLOSE SUPPLY ISOLATION DAMPERS OPEN /CLOSE START INPUT (3,5) START INPUT (3,5) START INPUT (3,5) START INPUT (3,5) OA /RET ISOLATION DAMPER OPEN /CLOSE (3, 5) OA /RET ISOLATION DAMPER OPEN /CLOSE (3, 5) OA /RET ISOLATION DAMPER OPEN /CLOSE (3, 5) OA /RET ISOLATION DAMPER OPEN /CLOSE (3, 5) (3, 5) (3. 5) (3, 5) (3, 5) TRANIE '4OYAIGER UNIT 1 2 #'8 TW SH. 2 T 2 # TW. SH Y 2 - y1- v VAV - 7 5 #18 TW- r 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 COLO ZONE CONTROL 3 COLO ZONE CONTROL 4 COLO ZONE CONTROL 5 COLO ZONE CONTROL 5 COLO ZONE CONTROL COLO ZONE CONTROL 8 COLO ZONE CONTROL 9 COLO ZONE CONTROL 10 BINARY INPUTS GEF 1 VFD FAULT GEF 2 VFD FAULT QINARY OUTPUT$ GEF 1 VFD ENABLE GEF 2 VFD ENABLE POINT SOURCE NOTE$ 1. SOFTWARE FROM RTU 2. GLOBAL FROM SUMMIT 3. HARDWIRED TO UPCM 4. MODBUS TO DIMAX 5. FIELD MOUNTED AND WIRED DEVICE IDPSI Y i , r VAV - 5 # I TW. rT\ 2 #18 'M. SH y 2 #4 , VAV -9 LEGEND .�5 #15 TW. (6) BOXES TOTAL MCC MOTOR CONTROL CENTER BY ELECTRICAL DIV StDN DtvFERENTIAL PRESSURE SWITCH Oa C5 /R COMBINATION CURRENT SENSING RELAY AND COMMAND OUTPUT RELAY RECEIVED SE P 07 2000 Etc)DUSS1?\FILE M - \ DON n1,1)- 1ILLER CONSIATANTS SLBEY ARCHITECTURE a 97 UST I'1a,AS .1040 SUITE 100 A06- 436 -11300 CALEf. 95112._ 1A _ 4011-A.M -' ' ILL_ ± . MEC- R✓Tt 7,i AI5- ii-f4 SAG, rIAKFCG. ClLFUNIA 14104. FA11415- 116 -40i0 REVISIONS DRAWING NUMBER. KEY PLAN IESUED FOR Tl PH#R-R1 l 2 3 06-2900 651ff FOR Tl REMIT -PH 3 06-1140 ESLID FOR CONSTRIGIO4PH 1 0131 - 00 ISSUE FOR PERMIT DRAWING TITLE. MECHANICAL CONTROLS DIAGRAM TAiiityitthign ^ t t 1 Y u M7.1 VI I SEP „ 06-26 -00 ISSUE DATE All drawings and wr:'ten mater ; o,peonnq herein Consi lute the original and mpubfrshed wcr. Df the Sobey Corporotan end the some may not be duplicated. used or disclosed without 'he w' - 'ter ' ^e ,:or,c:Ct. �n CF Pn 7 ?nn1 A I N SY STEM: ' AECE', tEI G: FILE: PRO PROGRESS I: \2000C \20015 DATE 04/18/00 4EXO -- SEA3\154M71 PLOT: PROJECT NUMBER. 200154 DRAWN BY W. NELSON CHECKED BY: R. MAHDAVI APPROVED BY W HURLEY J WELL INSERTION TEMPERATURE SENSOR A CONNECTION OR CONTINJATION POINT +SDI DUCT SMOKE DETECT ^r? BY ELECTRICAL DMSION i REHEAT COIL TEMPERATURE CONTROL VALVE ROOM TEMPERATURE SENSOR WITH SETPOINT AOJ "7MEN TIMED OVERRIDE PUSH BUTTON. CANCEL P! -SH BUTTON. AND COMMUNICAT CCN JACK i4 /S1 MOTOR STARTER BY OTHE,=c PNEUMATIC "I TRIG 4VIELuPAK „#41T r 4 ,2 #18 TW. SH 120VAC , VAV -1 ?\5 #18 , TW. COMMA- SINK. 2 #18 rW. SH ROOF 3RD FLOOR 2ND FLOOR C y E I 120VAC VAV - 2 'T.,.5 #18 TW TO WORKST,LTION S- r �2 #18 TW. 5H. Y CED 120VAC L VAV -3 CAH -01 5 # TN_ rT' DEDICATED 120VAC CIRCUIT ETHERNET LAN TRANE INTELLIPAK UNIT au- rr L TO WORKSTATION_ OR OTHER BCU 120VAC VAV -4 `N 5 #18 TW IT\ COMMA LINK 2 #18 TW. SH. COMM3 LINK 2 #18 TW. SH. SEE SHEET NOTE #1 (TYPICAL) T r r i 16- I 120V/24V TRANSFORMER y"-' J BY BAS CONTRACTOR / (TYPICAL) - ETHERNET LAN I: \ \ \CAD \154M71.DWG - Aug 23, 2000 - 10:32:48 - WILLIAMN - y- ':;26) TOTAL Riu, -6 - r ACC -0` latiGESSEE CAH -G2 J TRANE INTELLIPAK UNIT 1'I L 5) FIRE ISOLATION 7 ALARM INPUTS (WIRING BY DIV. 16) Er, - I En -2 L 2 11: y f TW S., TRANE VOYAGER UNIT 120VAC TRANE INTELLIPAK UNIT RTU1 -1, TRACER SUMMIT RISER DIAGRAM - OFFICE 2 re----< Score: NONE Scale: NONE 3 +18: CCP -01 r -- PEN 2 #18 TW. SH. TRANE INTELLIPAK UNIT 120V /10 POWER (TYPICAL) 5) FIRE ISOLATION DAMPER ALARM INPUTS (WIRING BY DIV. 16) TO WORKSTATION OR OTHER BCU 2 #18 TW SH. J 2 #16 VAV - 1 5 #18 I TW. r � CRU POINTS LIST (TYPICAL) ANALOG INPUTS SPACE TEMPERATURE SUPP_Y AIR TEMPERATURE SPACE HUMIDITY VINAR'' INPUTS COMPRESSOR 1 HI PRESSURE ALARM COMPRESSOR 1 LOW PRESSURE ALARM COMPRESSOR 2 HI PRESSURE ALARM COMPRESSOR 2 LOW PRESSURE ALARM SMOKE DETECTOR ALARM 'JNIT LON FLOW ALARM UNIT WATER DETECTOR ALARM VINARY 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 - - - 111 , I I I I I I I I I I I I I I I I I II I 11 1I 11 11 I I 1 1 I I I II I I 1 1 I I 1 I 11 I L L --I J Y `r vAV -2 ? _S #18 I TW rT' J TRACER SUMMIT RISER DETAIL Scale. NONE Scale: NONE 2 #18 TW SH_ - - - -- Y - -- • (6) BOXES ; T OTAL VAV - 3 g,5 #18 TW. IT` ROOFTOP UPCM POINTS SUMMARY ANALOG INPUTS DUCT PRESSURE HEADER DUCT PRESSURE HEADER DINARY RTU -1 RTU -2 RTU -3 RTU -4 RTU -1 RTU -2 RTU -3 RTU -4 RTU - RTU -2 RTU -3 RTU -4 RTU -1 RTU -2 RTU -3 RTU -4 BI NARY RTU -1 RTU -2 RTU -3 RTU -4 RTU -1 RTU -2 RTU -3 RTU -4 RTU -1 RTU -2 RTU -3 RTU -4 RTU -1 RTU -2 RTU -3 RTU -4 1 (3, 5) 2 (3, 5) OUTPUTS HUMIDIFIER FILL /DRAIN (3. 5) HUMIDIFIER FILL /DRAIN (3, 5) HUMIDIFIER FILL /DRAIN (3, 5) HUMIDIFIER FILL /DRAIN (3, 5) HUMIDIFIER PUMP ON /OFF (3, 5) HUMIDIFIER PUMP ON /OFF (3, 5) HUMIDIFIER PUMP ON /OFF (3, 5) HUMIDIFIER PUMP ON /OFF (3, 5) ISOLATION DAMPERS OPEN /CLOSE (3, 5) ISOLATION DAMPERS OPEN /CLOSE (3, 5) ISOLATION DAMPERS OPEN /CLOSE (3, 5) ISOLATION DAMPERS OPEN /CLOSE (3, 5) START OUTPUT (3,5) START OUTPUT (3,5) START OUTPUT (3,5) START OUTPUT (3,5) BCU POINTS LIST COLO 1 FIRE ALARM INPUT (1 FACP / BCU) L P H HUMIDIFIER LEVEL ALARM (3, 5) HUMIDIFIER LEVEL ALARM (3, 5) HUMIDIFIER LEVEL ALARM (3. 5) HUMIDIFIER LEVEL ALARM (3, 5) SUPPLY ISOLATION DAMPERS OPEN /CLOSE SUPPLY ISOLATION DAMPERS OPEN /CLOSE SUPPLY ISOLATION DAMPERS OPEN /CLOSE SUPPLY ISOLATION DAMPERS OPEN /CLOSE START INPUT (3,5) START INPUT (3,5) START INPUT (3,5) START INPUT (3,5) OA /RET ISOLATION DAMPER OPEN /CLOSE (3, 5) OA /RET ISOLATION DAMPER OPEN /CLOSE (3, 5) OA /RET ISOLATION DAMPER OPEN /CLOSE (3, 5) OA /RET ISOLATION DAMPER OPEN /CLOSE (3, 5) (3, 5) (3. 5) (3, 5) (3, 5) TRANIE '4OYAIGER UNIT 1 2 #'8 TW SH. 2 T 2 # TW. SH Y 2 - y1- v VAV - 7 5 #18 TW- r 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 COLO ZONE CONTROL 3 COLO ZONE CONTROL 4 COLO ZONE CONTROL 5 COLO ZONE CONTROL 5 COLO ZONE CONTROL COLO ZONE CONTROL 8 COLO ZONE CONTROL 9 COLO ZONE CONTROL 10 BINARY INPUTS GEF 1 VFD FAULT GEF 2 VFD FAULT QINARY OUTPUT$ GEF 1 VFD ENABLE GEF 2 VFD ENABLE POINT SOURCE NOTE$ 1. SOFTWARE FROM RTU 2. GLOBAL FROM SUMMIT 3. HARDWIRED TO UPCM 4. MODBUS TO DIMAX 5. FIELD MOUNTED AND WIRED DEVICE IDPSI Y i , r VAV - 5 # I TW. rT\ 2 #18 'M. SH y 2 #4 , VAV -9 LEGEND .�5 #15 TW. (6) BOXES TOTAL MCC MOTOR CONTROL CENTER BY ELECTRICAL DIV StDN DtvFERENTIAL PRESSURE SWITCH Oa C5 /R COMBINATION CURRENT SENSING RELAY AND COMMAND OUTPUT RELAY RECEIVED SE P 07 2000 Etc)DUSS1?\FILE M - \ DON n1,1)- 1ILLER CONSIATANTS SLBEY ARCHITECTURE a 97 UST I'1a,AS .1040 SUITE 100 A06- 436 -11300 CALEf. 95112._ 1A _ 4011-A.M -' ' ILL_ ± . MEC- R✓Tt 7,i AI5- ii-f4 SAG, rIAKFCG. ClLFUNIA 14104. FA11415- 116 -40i0 REVISIONS DRAWING NUMBER. KEY PLAN IESUED FOR Tl PH#R-R1 l 2 3 06-2900 651ff FOR Tl REMIT -PH 3 06-1140 ESLID FOR CONSTRIGIO4PH 1 0131 - 00 ISSUE FOR PERMIT DRAWING TITLE. MECHANICAL CONTROLS DIAGRAM TAiiityitthign ^ t t 1 Y u M7.1 VI I SEP „ 06-26 -00 ISSUE DATE All drawings and wr:'ten mater ; o,peonnq herein Consi lute the original and mpubfrshed wcr. 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ER I MIN 2 . - = := RI ii aE 1G or ' SEEN �.. 7 � r ►� j 21N2■ ■CG 1 ■ ■LI NENHINIZEillfa I ■EEC ! ■ ■_ , a r imaniativ I •. m m' ..I .. .4L ....... 2nd FLOOR DATA LENTc32.Mese 2. REVERIE. AREA = 52,701 SF GAGE AREA = 20,524 SF 2nd FLOOR DATA CENTER Phase I REVERIE AREA _ 27245 SF EASE AREA = 15712 SF 57% Effiaelx4 T T l i ij �\ iAcounnursAi :O rnnm cI nnD U F' ni1CDA1 I DI AWI 2nd'. FLOOR ATA CENTER AREA I I I I I I I I I _ 54 56 aria 2nd FLOOR DATA CENTER Phase I $ 2 REVENUE AREA = 54,446 SF CASE AREA 55,446 SF GENERAL NOTES A. SEE DETAIL SHEETS M6.1, M6.2 AND M6.3 FOR TYPICAL HVAC DETAILS I ur•,derstand that the Plan Check approvals are subject to _,tors aid omissions and appatof plans does nog authorize the violation of any adopted cede or ordinance. Receipt of con- tractor's copy 0 approved plans acknowledged. EX MAR 15 2002 REVISION NO. M2000 -139 RECEIVED SABEY ARCHITECTURE 1E01 517 EAST WlUGAW ROAD SURE - 300 101- 136 -8300 IF00I4 9,117 TIM 403-4.A-1111 120 YWROOYERY AAFR ARIL 7 15. 415 - �BR - 6000 SMI FRM10S, GIFONIA 91101. EAS:415- 709-5040 ISSUE DATE NI denings written rocOnrial appeasing ierein constant. Us wait and unpdEshed, CO of e wait of the Sde2 Capean .iF pi u4 m men 11e .written W mt �6, bl uhs ed . or dael9ud at sax c«p«ar�n. • EXODUS RECEIVFR P0 77000- DRAWINGTDLE: AIR SYSTEMS INC. MECHANICAL SECOND FLOOR HVAC OVERALL PLAN PROGRESS DATE 04/18/00 FILE L\ 2000CADD \280154EZ0- sEt3 \754M220 :, PLOT: PROJECT NUMBER 200154 DRAWN B,: W. NELSON CHECKED BY: R MAHDAVI APPROVED BY W. HURLEY DRAWING NUMBER: RECEIVED FEE IV12 20 ►,+ nM 111- II ■ ■�_.., -_p untomurT 111►■■ :111 11111osimia ■m 1■n► ■■nmo 111r 1111IEII /I 1 1 1 '1 Lai ■m ■ ■ ■i01s i o ■ ■m►na I : Iu■■tu maw ■11%i ■11® ■►:x'11 'q1 ■1 ■■ ■11111 111 '= = R ■�sn IMP e_ I_ 1 RUSIMIIM I■I1 ►i■ ■l1 ■/ 1111 I� �� ■ + I 111111111111■■■ 111:+■ ■1111■■ / ■111►.i 114 - 11111111111111 - 11111 ■1111 110111 cR11111 m 11111111 L1■11N ■■■ ■1/ •■ ►+11 1■ ■1 ■■ ■ ®► p � 1111 �11ilw® ■■11■ ■11 ■ ■■I MI6 1111111111111 1111 ■I ■ ■■■■ ■•:111 1 ■11 •■ muu 1 1 1 I - b j t< .I I L■■I1 ■ ■■ 41■11 1 1111f11■IISI 1111 411=1111 1 / ■01111■I1s1 11 I■11►_i MI ®►i I■IN111111■1 ■V I .. »tom mfgarniesa 11111 mammas 1 ■11■1 111111111 �� ■1111 ■ ►• ±11 11 ■111111■► -.-.+i1 ■ ► -- EE MAINEINNIV maim NO 5 fa t ■� ■�� ■� ;�� A - :1111 ■� f1 sumrsumumn EMI a 1111-- 111 ■■ �,I i 1111 ®1111 ■■ ►.!11..11111111 1 31 -• 3.q 1 .11 llfl'SE91 HIP- = al!lplll11lll 'i i�: iffilli11611111 EMS MOM ,, .:.:..4J,,.. ....;, . 311 - - • - 1 1 1 �Im 'm �: ":ll■ - ,- tllNluss 11, +I 1111/1111111111J ---- . !!111111111811 tI t , g1 4 173 ; �� ■ ■n��os i .. ��■ ---: 11 ■ ■nI1 ■ 1 ': 111 ®1111 ^n .T :11=1:11:11 y!�'' Ilmim ■_`i l�0i_nims a UM= i �1E1E1 a �� n "MOE a '� ®M TIiMU=p. R IT egg: egiggigi 49 1ap�I ; l1 OREL r sr mow ME 11 OISE :n a ■■ M111■ ■:x:11 ■1111d11111111111611 ®1111 11111■ ,� ■ ■11 ■■ ®111 ■111 ®� ;�, nnnenRNI EMI n ■ -0 glinantal M 111:111111111111111 0 1■R1c■i11■1 111111=1111111.0 1: b' i RRum _ 1+ glow ■et ■ ■ ■ ■,■ - 111M1111 - 111M1111 0 No 0 mu R I NMI t�! O ■1 ►:! ®■I ►� ® ®1 "I MINI m. Ali ' �.. .. . Ilili��scian ss t simian 1ian '111111ai1- = =11111 !$ 1111EI1111 'SUMMON 1 r: SAUER 11,1111111 IMAPI -- • /R■C= ; '- � ,i °� �����i�i��'il��i�i11�i1i11�IIBi�i ■1111: r5E : 3 1111 11_ � rviam■ ®i1ll x;,111 , 1 -I $ s 19 1111111 X111 ■ ■■ W3 WWI 1 111111■ ■■ -. 1■M - 11111 X111: 041 ta7 6 nr, 11 M -�. 1 Ili $ AggioNstzr 1a IiIIRI l-t1E 1fR1 Ism I lEMIR _®BIEI as IMIEDIEMIESII .E.31=EssgrLdtkom EIMIZTC- 0 0 0 0 0 0 0 0 0 0 0 1 I ¶ I 9 L � 1 1 l I (j ,1,. \ x / MECHANICAL THIRD FLOOR HVAC OVERALL PLAN SCAIEi 1 _20 0 I 1 GENERAL NOTES A. SEE DETAIL SHEETS M6.1, M6.2 AND 146.3 FOR - TYPICAL HVAC DETAILS: EXPIRED APR 15 2002 M 2000 -139 I RECEIVED, ISSUE DATE SABEI ARCHITECTURE the ates, and unpubrished oak of the Sobey Cognation ond the sane 1 whiten .a x duplicated. U� r DO2 • EXODUS argitgre east RECEIVED Mfr D 7 U00 DRAWING TITLE: SYSTEMS INI MECHANICAL THIRD FLOOR HVAC OVERALL PLAN PROGRESS DATE: 04/18/00 FILE E\ 20 00CADD\20o154Exo- sEA3 \154M230 PLOT: PROJECT NUMBER: 200154 DRAWN BY: W NELSON CHECKED BY: R.'MAHDAVI APPROVED . BY: W. HURLEY TT I I I! !I T` I 1 I 1 I TTTT I 1 I I I -J _ E_�_ , I. I E A gElMai Eummaismomm BEM MIME 7 f�'1;1�1 ^.t31 "� cpm- Nmn 111n JgTr ROOM 3 OGC,UPANG 1 "HASE 3. , ROOD ® a IQ i l0 I I ® ® ® E rule A w w �! . '.. IT .iT a rt >r! - u� a .s ' - a o Fl I tx 1 Y E175I i , rre era r 41 .rr :err le:- ■e 1 1 ri �_ 1�ir� �b - ri erst J e ` Amu. ► l ®AA rte. �� �� � MECHANICAL FIRST FLOOR HVAC OVERALL PLAN \ X SCALE: 1'= 20'-0' gi- ... -.. . . -- I - - -- o 1 ' I -1 0 GENERAL NOTES A SEE DETAIL SHEETS M6 -1, M6.2 AND M6 -3 FOR TYPICAL HVAC DETAILS. EXPIRED APR 15 zRoz M2000 -139 GOS OF (D(BYIIA' pFPROVFD FED 2 I 20C1 WO) I RECEIVED SABEY ARCHITECTURE .f. 541 RUM= SHOE/ SORE n5. g5-'rea -moo i11C6W, fYFOH.A 94/W_ FA10115- 788-6040 REVISIONS ISSUE DATE AI mad. and welbs mote. upcoming hereto metblc the Mgurd .m meet. ed wok of the Sabel Corpaalinn" dad the some may not be ..puled. used or ...fused n b .l the written coxed of the Sabey CdrpaaEOn tio RECEIVED DRAWING NUMBEtt EXODUS SEP 0 7 2000 DRAWING TREE: AIR SYSTEMS INC MECHANICAL FIRST FLOOR HVAC .OVERALL PLAN PROJECT HUMBER 200154 DRAWN BY: W. NELSON CHECKED BY: R 1AAHDAVI APPROVED ETC ::; W. HURLEY'. PROGRESS DATE 04/18/00 FILE I: \2000CADD \2001540(0 -SEAT \1548210 PLOT: 0,518IVED