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HomeMy WebLinkAboutPermit M01-085 - BOEING #9-77City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Permit No: M01 -085 Type: B -MECH Category: NRES MECHANICAL PERMIT Address: 9725 EAST MARGINAL WY S Location: Parcel #: 000340 -0018 Contractor License No: UNIVMC *343N9 TENANT BOEING #9 -77 Phone: 9725 EAST MARGINAL WY S, TUKWILA WA 98188 OWNER BOEING PO BOX 3707 - M/S 1F -09, SEATTLE WA 98124 CONTACT RANDALL GAYLOR Phone: 206 - 368 -6257 1300 N 130, PO BOX 33723, SEATTLE WA 98133 CONTRACTOR UNIVERSITY MECHANICAL CONTRACTOR Phone: 206 -364 -9900 1300 N 130, PO BOX 33723, SEATTLE WA 98133 ******************************************* k* * ** * * **k * * * * * * * * ** * * * * * * * * * ** Permit Description: REPLACE 2 CHILLERS AND 2 COOLING TOWERS WITH LIKE UNITS. UMC Edition 1997 Valuation: 60,000.00 Total Permit Fee: 99.75 ^L" it, °.Cente *** * * * * ** ******************,********'** * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ** ture Date Status: ISSUED Issued: 06/19/2001 Expires: 12/16/2001 (206) 431 -3670 hereby certify that I have read and examined this permit and know the same to be true nd correct. All provisions of law and ordinances governing this work will be complied: with,. whether specified herein or not The granting of this, permit does not presume to give authority to violate or cancel‘.the'provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and . obtain this bui ldinn permit. Signature: '`: /�`* ./✓ Date : 4 /9,4 - � � Print Name: /s #V01s&. Title: /quite?' /liia,4f This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or , abandoned for a period of 180 days -from the last inspection. DEPARTMENTS: Building Division Public Works NPRROUILDOC srri PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER M01 -085 DATE: 05 -15 -01 PROJECT NAME: THE BOEING CO. BILD 9 - 77 SITE ADDRESS: 9725 E MARGINAL WY S SUITE NO: Original Plan-Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # AFTER Permit Is Issued APPROVALS OR CORRECTIONS: (ten days) 5lz Fire Prevention hlw '611 -01 Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Fv Incomplete n Comments: I I n Approved El Approved with Conditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved El Approved with Conditions REVIEWER'S INITIALS: Planning Division PERMIT 000RD COPY Permit Coordinator DUE DATE: 05- Not Applicable 01 TUES /THURS ROUTI G: Please Route Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE 06 -14 -01 • Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) DATE: ■ PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER M01 -085 PROJECT NAME: THE BOEING CO. BILD 9 -77 SITE ADDRESS: 97254,E MARGINAL WY S SUITE NO: Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # AFTER Permit Is Issued DEPARTMENTS: - •Building Division Public Works • Structural :DETERMINATION OF COMPLETENESS: (Tues., Thurs.) TUES /THURS ROUTI Please Route REVIEWER'S INITIALS: Incomplete n Complete Comments: APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Con REVIEWER'S INITIALS: Fire Prevention n n DATE: 05 -15 -01 DUE DATE: 05-16-01 Structural ' = -w Required n No further Review Required DATE: Planning Division Permit Coordinator Not Applicable DUE DATE 06 -14 -01 Not Approved (attach comments) n n DATE: &" (2 -Zerfi CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions n Not Approved (attach comments) REVIEWER'S INITIALS: DATE: Wit ROUTE .DOC NV/ INSPECTIONS PERMIT NO.: MO - 0135 Th MECHANICAL PERMIT APPLICATIONS ❑ 00002 Pre - construction ❑ 00050 WSEC Residential ❑ 00060 WA VentiIation/Indoor AQC ❑ 00610 Chimney installation/All Types ❑ 00700 Framing ❑ 01080 Woodstove ❑ 01090 Smoke Detector Shut Off ❑ 01 100 Rough -in Mechanical ' 01 101 Mechanical Equipment/Controls e 01 102 Mechanical Pip/Duct Insul ❑ 01105 Underground Mech Rough -in • 01 1 15 Motor Inspection ❑ 1400 Fire Final 01800 Final Mechanical ❑ 04015 Special -Smoke Control System CONDITIONS Er 0001 No changes to plans unless approved by Bldg Div ❑ 0014 Readily accessible access to roof mounted equipment ❑ 0016 Exposed insulation backing material ((/ 0019 All construction to be done in conformance w /approved plans ❑ 0002 Plumbing permits shall be obtained through King Co Qr 0027 Validity of Permit ❑ 0003 Electrical permits obtained through L & I ❑ 0036 Manufacturers installation instructions required on site ❑ "BTU maximum allowed per 1997 WA State Energy Code" ❑ 0041 Ventilation is required for all new rooms & spaces ❑ "Fuel burning appliances ❑ "Appliances, which generate...." ❑ "Water heater shall be anchored...." Additional Conditions: TENANTNAiME: . 137 FEES Plan Reviewer: Permit Tech: Basic Fee (Y/N) Supplemental Fee (Y/N) Plan Check Fee (Y/N) Furnace/Buner co 100,000 BTU (qty) Over 100,000 BTU (qty) Floor Furnace (qry) Suspended/Wall/Floor- mounted Heater (qty) Appliance Vent (qty) Heatin_'Refrig/Cooling Unit/System (qty) Boiler /Compressor to 3 HP /100,000 BTU (qty) to 15 HP /500,000 BTU (qty) to 30 HP /1,000,000 BTU (qty) to 50 HP /1,750,000 BTU (qry) over 50 HP /1,750,000 BTU (qry) Air Handling Unit to 10,000 cfrn (qty) over 10,000 chin (qry) Evaporative Cooler (qty) Ventilation Fan (qty) Ventilation System (qty) Hood (qry) Incinerator — Domestic (qty) Incinerator — Comm/Ind (qry) Other Mechanical Equipment (qty) Other Mechanical Fee (enter SS) Add'I Fees — Work w/o Permit (Y/N) Insp Outside Normal Hours (hrs) Reinspections (hrs) Miscellaneous Inspections (hrs) Add'I Plan Review (hrs) Date: 6 "I2= ( Date: DEPARTMENTS: Building Division Public Works V'RROUTI.000 VP/ PLAN REVIEW /ROUTING SLIP TIVITY NUMBER M01 -085 DATE: 05 -15 -01 PROJECT NAME: THE BOEING CO. GILD 9 -77 SITE ADDRESS: 97254 E MARGINAL WY S SUITE NO: Response to Incomplete Letter # R esponse to Correction Letter # : Revision # _ AFTER Permit Is Issued n Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete n Incomplete Comments: TUES /THURS ROUTING: Please Route n Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: Approved ❑ Approved with Conditions REVIEWER'S INITIALS: Planning Division n Permit Coordinator n DUE DATE: 05 -16-01 No further Review Required DATE: Not Applicable n DUE DATE 06 -14 -01 Not Approved (attach comments) n Approved n Approved with Conditions REVIEWER'S INITIALS: DATE: DUE DATE Not Approved (attach comments) DATE: mow` U 0 w; wO g 3 PI LU U O ' �O 0 0 1— u i ui O ' l ..z. U Nc O Z tJ Project Name/Tenant: p + t Ln-s LOC -11 �Z� t t 4 i 4 Value of Mechanical Equipment: (An ov Site Address : -� City State/Zip: 912,5 E.IYtArt-4 / 0A-.. 1,4 50..r1If IviZt..,1t.n-4v/1.9atYg Tax Parcel Number 000340 -n97e Property Owner: �.. ' 1 114E- g.a c. l u 4 G' • Phone: ( ) Street Address: City State/Zip: e 7t S tt:. rni►n- S „44.1. (A.) 44 Scv utGw, t,v4. en 1bri Fax II: ( Contractor: UNIUICRS' - r t Irtte-14ANIt' Ae... Cou`filf4t- - rorrl /.el[_ Phone: (• ) ., ZL'C� 164e _7 Street Address: City tate/Zip: l3oc N. 13Q71.I P.o, .., 33723 SE. 77u4, (,... ? st 33 Fax #: (2oc) 36 — $374 Contact Person: j / ao4 -t. 64 11+ Phone: (20c ) s 6 8 - 4 Z 7 Street Address: O A City State/Zip: 1300 N. 13 , P. 0. 6 o>. 33723 �c 4 77�E 33 Fax #: ( zoc ) 3GI-t _ g374. r `RUILD%NG OWNER ORIAU RI4ED AGENT : ' 7 ' ' , ; ' •' . Signature: ��� Date: 57s/or Print name: /c4 G/ryt.o Phone: ( ) - Z u l 36g GzS`t Fax #: ( ti ) 2c 6 36Y - r6 Address: / Li -r,i S-. la $7 15 City / State/Zip: EvL j � 0 98 2 sS yreVlev ?. - CITY OF T KWILA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 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. I!!RSIAFI USE ONIY :�MECH» AL�PE&IIT;R[VI AND APPROVALIK tTO R FILLED;OUT BY APPLICANT) r Description of work to be done (please be specific): R CP c.4c.IL 2 Z. Coc s /o v' �s w - r t+ r rc,C U,,l r rs Current copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued OR submit Form H-4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent: If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. 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 application accepted: e t Date application expires! Application taken by: (initials) 11/2/99 meth perndtdoc ✓ Submittal Requirements Floor plan and system layout Roof plan required to identify individual equipment and the location of each installation (Uniform Mechanical Code 504 (e)) Details and elevations (for roof mounted equipment) and proposed screening Heat Loss Calculations or Washington State Energy Code Form #H -7 H.V.A.C. over 2,000 CFM (approximately 5 ton and larger) must be provided with smoke detection shut- off and will be routed to the Fire Prevention division for additional comments (Uniform Mechanical Code 1009). Specifications must be provided to show that replacement equipment complies with the efficiency ratings and other applicable requirements of the Washington State Nonresidential Energy Code. 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. . SIDENTIA Heat loss calculations or Form H -6. Equipment specifications. 11/2/99 ndscpnitaioc , New Single Family Residence Change -out or replacement of existing mechanical equipment I Narrative of work to be done, including modification to duct work. 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. 4 11Y111410tl Lorry Mechanical Permits COMMERCIAL: Two complete sets of drawings and attachments required with application submittal NOTE: Water heaters and vents are included in the Uniform Mechanical Code — please include any water heaters or . vents being installed or replaced. Two complete sets of attachments required with application submittal Submittal Requirements ' "c.x"rY OF •iIJKWIL.:A• dtirea s: 9725 CAST; MAPC;TNAL •WY' S Perinit. No:. 1i01- -.0F35 Si' ii t.o. r eriarii . BOEING 49,777 Statii :. ISSUED • • Type: B r ::c•i ..Appl iec1: 05/1512001 Parce;1 0003 -0014 IS sued: 06/19/7009. .* ********* * ******* ****************** • ****.***** * * * * * * * * * * * * *' * * * * * * ** * * * * * * * * • * P(�r'mi1 t Go'rid i ti ors • 1 No cihangess.,.will be made to- the. ,plFa`ri .un1a ass: .appr,ovE:d I y the • Erig.i r►c.er • and ••thie ukaw1i'l a . B►.ii r).1, •i cor►. • 1 Al 1 :perm i't •, • :inspect iart rec'or'ds,, -an?1 approv c p1ari:s sha11 • be,' ava i 1 wat) l e at, ,. the • S ou 5`; i 1,e Spr i or to thie ai.ar 1 q con 5truC t i on r heSe fdocirerii5 rcir E=tx to be ma i rta 1 r►Eed,1 and 'avail • ai)1 c drit i 'r. f. rial'',J,riaj)Et.c:i:l Or, . d p,p,roVca1 o I s g r ant.ed. x ;;., i tjhi..apprcyvrrd.. pl 1 � ane,: arid rE�c u�irerprit's " of th6' tini.f�or. t C mn Bu i I'd ir►cj f,odte C1c3r�7 d i ti can ) ��i" . 4 fi l`neancted ,: Uri ► form • , Meehan i ca I'ode 01997 �Ed i L.1:cin) ,. 3K f i 7 .'Tf 1 r(ci . W aah r,gtor St ate i ' r:,n r'gy C� dJe ,( 1997 F ci i i on) V al i d i t o.f 1 Pc: r 44 t'i ;1'.rie - i.sssu"ant e ` =t of a N rm it , tor 3 pr ova <k chi j a<1 •drj°. , e,peC 1 f i C.Eit 1 ons , and I c, c ' n mpu t tat 1 ori:a hla 1 i n0t b C. e•''on' i ; ,• ' r uec o f / bes ` ; per� fi r, o o rq ; , an ,appr'OV • of , n an Ri4;l.,on f 4 ny of t e 1moric oi= thre;, k►u_i ldirig code oP •cife,i rari 01 a per m i t, 0 otherr. , 'ci �irriaricE• o th E i 7 .i r i ad i e:t ion ei jr jar e. um 1 ri=gs 1;°' c j i •VE3 ai.!t h r i ty t ''v i t r:: " •'`rc• t I N E: prov •ions 6:f t h►-i :, : e r)cieI s ha 1 1 ` •iie Vail d e i , - = ; ; • rJ 9 .. . i '7-7- ti \ . I .. :; d t �. "r 3 ' : . .4 t C S I her e b y t in j1 f » h a t I, hav t e 1 h e s e c c.)r,d°•i t i a.ris arid w i 141 comp 1 w . 1 t 11 t hei, aa`7 out• 1 i n ed , , 1'1 : pro.v l ti, i.ori s ip I 1aw .arid'.' orci -i ri:Eanc.e cj()vE: r r i'ric t hi l s worlt`t 1 1 l i e 'cainP1y1 6.c1;.-0,711,11''f:' " "e4 her 40 e0 •1 r ied herein or s riots ; hk . C r J +� � '',V`' z it ' " i`h e graritI „j crr tth % 1 : • s. per m 1t. d s not ji�r Eic3i.i ' i o c j i vc-' aui bp i ty t � v 1 UElate: or ,,,,,ii arfo l:4.th6. .:Pr ovl.s i cons of. art _o1.MMer~ work or• 1ocia1,;1awc, r E'gu 1,at i ncjl +or d1 l or the per . 'o f Work q9. k i . ' 'V .i ^40„"fii r I C j � i ' S icj iatlirF' M.. _ _ i : r )aLe �? I ° f ,d� • P •'ect:' ", Ty6e of spectio S . Date wanted: a.m e r: ` c 01)i4 4th Phone• Vob_ 33 INSPECTION:'RECOF Retain a copy, with permit INSPECTION NO. ;:. OFTUKWILA BUILDING DIVISION 6300 Southcenter Blvd; #100, Tukwila, WA 9 OMMENTS: ;Approved per applicable codes. (206)431 -3670 Corrections required prior to approval. Inspectors `1 r Q :70,1 Date: 8 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.," Suite 100. Call to schedule reinspection. Receipt No: { . Date: 4 Project.. . n ' 5 r� tt :, W,t it t ` '( 'r ti Type of Inspection: j f: -n pc � i ddres s x e-" (r '' � �� s M c4 11�, i w d Date called: � ' - z 7- 0 I Special instructions: Date wanted: 0-1— 0 r p.m. Requester: Phone: INSPECTION RECO Retain a copy with perm INSPECTION NO. C ITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Ttik$ aRW 98188 Approved per applicable codes. .`; PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: - YAP C P t Jed -I lac, 4i-er \17.16 4 r) 1IOti) C ovc re Src • "1C) 1 , 11" C cm e Insp 32 r Date: F3- a ` O 1 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid 'at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: r�stc�. va�rrf�'" �`, �` ��' �° a'• �:.* ���ai�r�. ��ss�:., ��SSs�� :l:�,iiY4 "'=- 2y.� /,,h, .:�c Projec• f fl 9-77 Type of Inspection: /le cIM;, -,j c.., j?M Toms., Address: 6/ 75 `E" Mara1c. tuck. S Date called: (Fla./ 0 'Special instructions: 4s) Date me & /2 of Requester: i.en E c K Phone: INSPECTION RECOR Retain a copy with per INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 X Approved per applicable codes. aEorrections required prior to approval. COMMENTS: _1 C .`i-r‘ C 4 I A f f rhVa t re . F1 via L 17e 4-1 e r 7 J� ? P U C4. +nS u ' CA ' tdv. -- app(l)Je'd Inspector: r- (#444 Date: () $47.00 REINSPECTION EEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 44 � T y6wu.4ti`r.A.'1 c 7l P ec T of nspectioh. Address: 9 72 5 �i(g � Date ca {10: : : 7 rr of / t : Special instructions: r _ .: ✓ / Date wante • f ` / O f p.m. Requester. • rpi &I.CR Pho C�r� 64 ) 35 .3 -- a i 7RP_ r`•'�� `. ..+.- r.e . , I.;.T•"; `Y .4. • r..Y- r•.^ -i • - -.. : � ::. v2'� 114SPECTION1 RECO Retain a copy With p INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd; #100, Tukwila, WA 98 :18 Approved Per appl yYlor-0 PEJMIT NO. (206)431 -367 Corrections required prior to approval.' COMMENTS:. • n ■ ht4 � . -ecAr cl.,prb tla \ T'equ t reot ppr vex u trey of tr e�P v pti, s i1 c f r at l l v\ Sr P(� t o vt Inspector: 2 (Q• eV ...04v i Dade: 7` 1)-01 $47.00.REINSPECTION FEE REQUIRED. Prior to inspection, fee musttbe paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinpection. I Receipt No: I Date: i rartalarjzietiadfir n "• +' �Kt' 3 �3Laf�% �M ifAltC113eN QSa �r :.t+:�::;k.:2iAi$aishP".G`'... I .. ,,. ' 3 • f j h A �r 174X t, 7414474704-7k. ? liti , * * * * * * * * * * * * * * * ** * * ******* �t******** * * * *•* ** * * * * * ** * * * * * * * * * * * ** L JKWIl_A, ',WA CD n TRANSMIT * * * * * ** *+r *** * ***** t** i t * *►i * * ** * * *** * * ** * * * ** * *: **** * * ** **** T RANSMI f Number : 801.00789 ,Amount.: P,aymct:n t, Method thoci CHECK Nc it ° i are :. L1MC Permit. No: ' MOl 085 Type: B --MECH MECHANICAL. PERMIT 'Parcel No: 000340 -0018 : 9725 EAST MARGINAL. WY S Iot,a1 Fe:e s: 99.75 99,75 Total Al. L. Pmts: 99.75 13a lance : .00 * * * ** * * * * * * ** * * * * * * ** !c * ** * * ** ** * * * * * ** * * * * * * * * ** bcount Code Descry pt i on Amount 000/345'; 830 : PLAN CHECK - NONRHS 19.95 MECHANICAL NONRES 79.80 Project: Address Permits Fireproofing Aggregates Shotcrete Concrete Masonry Asphalt Roofing P1 I i n.g S .t e e S. o i l s o o d August 22, 2001 Dave Larson City of Tukwila Building Department 6300 Southcenter Blvd. Tukwila, WA 98188 Boeing 9 -77 Cooling Tower Replacment DCA -9 -01014 al Way South This is to advise you that special inspections are completed on the above referenced project. The following inspections were required and copies of those reports are attached. Reinforced concrete Epoxy items To the best of our knowledge all work inspected conformed to Tukwila Building Department approved plans, specifications, UBC and related codes and/or verbal or written instructions from the Engineer of Record. Sincerely, A.A.R. TESTING LABORATORY, INC. Boeing Defense & Space Group -Kevin Rambaldini Baugh Construction RECEIVE, ' p AUG 242001 COMMUNITY DEVELOPMENT A.A.R. TESTING LABORATORY, INC. CONSTRUCTION INSPECTION AND MATERIAL TESTING NATIONALLY ACCEPTED LABORATORY Tel: (425) 881 -5812 Fax (425) 881 -5441 • 7126 180th Ave. NE • P.O. Box 2523 • Redmond, WA 98073 Client Name: Boeing Defense & Space Group Contact: Kevin Rambaldini Client Address: P.O. Box 3999 MS -46-24 611301 6120101 7 6 X 12 28.26 1/1 JUL U'txi Cot'rm6 rry Field /Material Report Report Number: 20758 i - _ S...Fyi,(.f: i, '"Vilt3e•Y! LICW-P4C • .,y 1!x . : �T .,, —,... k ' e hW.l e:a1�}gm '} }ft'* 4 +t'�`'� 7, jyyU�'•}+`4rSP'Sa q � y�" 'F ,; " j }J 3 i mom' r K' �' "fir, 4 S �? 2 °:, ��'� ge t ; r r. �._ . r�� ; i _ ✓`c + "?G Project Number: 01 -196 Permit S: Project Name: Boeing 9 -77 Seattle, WA 981242499 Address: 9725 E Marginal Way - Tukwila Supplier: Stoneway Air Temperature: 56 Plant Number: 3 Concrete Temperature: 63 ASTM C 1064 Mix Number: 6003 Air Content: ASTM C 143 Truck Number. 421 Slump: ' 5 ASTM C 231 Ticket Number. 207562 Time Sampled: 8:10:00 AM Number of Samples: . 3 Added Water. 5 gal by contractor Yards placed: 1 Admixtures : Daravair -4 oz WRDA -22.6 oz Design Strength: 2500 Inspection Performed: Reinforced Concrete Location: See below Grid LlneslLocation: East side of 9-77 building cooling tower piers. Remarks: All resteel was placed according to plans. Concrete was placed by chute and mechanically consolidated. Concrete was tested and sampled to plans and specifications from the end of the chute. Conforming to approved plans Inspector: Denherder, Dank Reviewed: Anderson, Jerry Sample ID Test Date Age Size Area Set # Total Load PSI Method Fracture Type 80030 2830 C 1231 Pad Cap JUN 29 2001 Distribution: ® Client ❑ Architect Date Mailed: ❑ Engineer ® Contractor Tested By: Preston Norgar ® Municipality ❑ Owner /Other Reviewed: Alen Hale All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory is strictly forbidden FEATURE FEATURE UNIT DIMENSIONS & SUPPORT DATA BAC -8840A BAC -8832A BAC -8863B MECHANICAL SPECIFICATIONS BALTIBOND® CORROSION PROTECTION SYSTEM TYPICAL PIPING BAC -8867B TYPICAL FAN MOTOR WIRING BAC -7092A ELEC. PAN HTR PKG., (1) 3 KW BAC -8878A ELEC. WATER LEVEL CONTROL PKG., BAC -9095B 110 VOLT BAC -9203A MECHANICAL VIBRATION CUT -OUT SWITCH(ES) BAC- 11492A BAC- 17491A (1) RIGHT HAND & (1) LEFT HAND ARRANGEMENT 8" END EQUALIZER CONNECTION ON EACH TOWER THANK YOU FOR YOUR ORDER ACCEPTED AT THE B.A.C. MADERA PLANT ON: 11/3/2000. AN APPROVED SUBMITTAL IS NOT REQUIRED. YOUR ORDER IS SCHEDULED TO SHIP FROM OUR FACTORY APPROXIMATELY 12/6/2000. PLEASE BE PREPARED FOR THE ARRIVAL OF THIS EQUIPMENT, AS OUR FACILITIES CANNOT ACCOMMODATE THE STORAGE OF COMPLETED UNITS. , RECEIVED CITY OF TUKWILA RA At, 1 r BALTIMORE AIRCOIL ONE OF THE Amsted INDUSTRIES 6 COPIES OF SUBMITTAL DATA FOR RECORD SUBMIT -,-AL DATA FORM UJp Mc, - Tall 4-11 K Z S" S 2 to C U S T 0 M E R THE BOEING COMPANY PAYMENT SERVICES P.O. BOX 34083 SEATTLE, WA 98124 PROJECT: ENGINEER: B.A.C. REP: DATE P.O. NO. B.A.C. NO. MODEL NO. 11/6/2000 D355084 U012662201/02-MAD FXT -58R BOEING D355084 - SEATTLE, WA BOEING - SEATTLE, WA WASHINGTON AIR REPS, INC. - BELLEVUE, WA FILE COPY FXT- COOLING TOWER "ALL INFORMATION IS PER UN0 c CERTIFIED CAPACITY: 293 USGPM OF WATER FROM 95 F TO 85 F AT,6-7 ENTERING WET BULB. FAN MOTOR(S): (1) 3 HP, 1800 RPM, 3 PHASE, 60 HERTZ, 460 VOLTS, PREMIUM EFFICIENT, TEFC ENCLOSURE. FAN DRIVES BASED ON 0" ESP. NOTE: Two speed fan motors and /or Energy Miser Fan Systems require a starter that incorporates a 15 second time delay when switching from high to low speed. P.O. BOX 7322, BALTIMORE, MARYLAND 21227 / TELE: (410) 799 -6200 / FAX: 410 - 799 -6416 P.O. BOX 960, MADERA, CALIFORNIA 93639 / TELE: (559) 673 -9231 / FAX: 559 - 673 -5095 P.O. BOX 317, PAXTON, ILLINOIS 60957 / TELE: (217) 379 -2311 / FAX: 217 - 379 -3522 P 0 BOX 402, MILFORD, DELAWARE 19963 / TELE: (302) 422 -3061 / FAX: 302 - 422 -9269 'HMI . 0 LUU1 PERMIT CENTER IV 110600] mo Z 1 t i 0 ' W .0 . O N 'D • W liJ; , O � is Unit Type: 001 CERTIFIED Project Name: Customer Name: Purchase Order No.: Engineer Name: Model Number: B.A.C. Serial No.: Thermal Performance: Quality Assurance: Pan /Fan. Construction: Access: Water Level Control: Strainer: Fans: Fan inlet Cylinder: Baltimore Aircoil Company Series FXT Cooling Tower Mechanical Specifications Protected with the BALTIBOND® Corrosion Protection System Polymerized Metal BOEING D355084 - SEATTLE, WA THE BOEING COMPANY - SEATTLE, WA D355084 BOEING - SEATTLE, WA (2) FXT -58R U012662201/02-MAD Factory assembled, forced draft, crossflow cooling tower. All steel components are constructed from G -235 (Z700 metric) hot -dip galvanized steel protected with the BALTIBOND® Corrosion Protection System. Thermal performance is certified by the Cooling Technology Institute in accordance with CTI Certification Standard STD -201. Each unit is manufactured under closely - controlled conditions using standardized parts to ensure each unit is built precisely to the same high - quality design and construction standards. The design, manufacture, and business processes are ISO 9001 certified. Heavy gauge panel construction of G -235 (Z700 metric) hot -dip galvanized steel protected with the BALTIBOND® Corrosion Protection System. Circular access doors constructed of G -235 (Z700 metric) hot -dip galvanized steel, protected with the BALTIBOND® Corrosion Protection System, are held in place by wingnuts. Probe -type package including solid -state relay, electrode fitting, electrode, and solenoid valve in the make -up water connection. All G -235 (Z700 metric) hot -dip galvanized steel, protected with the BALTIBOND® Corrosion Protection System, with large perforated areas. Fans are constructed of aluminum and are fixed pitch, heavy -duty, axial flow type. Inlet cylinders constructed of G -235 (Z700 metric) hot -dip galvanized steel, protected with the BALTIBOND® Corrosion Protection System, are designed to streamline air entry and minimize fan tip loss for maximum efficiency. Page 1 November 6, 2000 Fan Shaft and Bearings: Models FXT -6 to FXT -20 Have direct driven fans mounted directly on the motor shaft with no additional fan shaft, bearings or couplings. Models FXT -26 and Larger Are provided with solid steel fan shafts supported by heavy -duty, grease- packed, self - aligning 40,000 hours L10 life ball bearings with cast iron, pillow -block type housings. TEFC Fan Motor(s): Premium efficiency fan motor(s) is totally enclosed, fan cooled (TEFC) ball bearing type with 1.15 service factor, one speed, one winding, suitable for outdoor service. Motor is mounted on an adjustable motor base located near the base of the unit in the dry entering airstream for greater reliability and easy servicing. Fan Drive System: Models FXT -6 to FXT -20 Fans are mounted directly on the motor shaft. Models FXT -26 and Larger Are supplied with V -belt sheaves selected for 150% of motor nameplate horsepower, mounted and aligned at the factory. Fan Guard Screens: G -235 (Z700 metric) hot -dip galvanized steel screens, protected with the BALTIBOND® Corrosion Protection System, are provided. Wet Deck & Eliminators: The BACross® wet deck surface and integral drift eliminators are formed from polyvinyl chloride (PVC). They are impervious to rot, decay, and fungus or biological attack and have a flame spread rating of 5 per ASTM Standard E84 -77a. The eliminators are designed to effectively strip entrained moisture from the leaving airstream with a minimum of air resistance. Wet deck is suitable for a maximum entering water temperature of 125 °F (51°C). Water Distribution System: Hot water distribution basins are open gravity type constructed of G -235 (Z700 metric) hot -dip galvanized steel protected with the BALTIBOND® Corrosion Protection System. Distribution weirs and plastic metering orifices are provided to assure even distribution of water over the wet deck surface Corrosion Protection: All designated steel parts are supplied with the BALTIBOND® Corrosion Protection System applied by Baltimore Aircoil Company consisting of: 1) G235 (Z700 metric) hot -dip galvanized steel 2) parts prepared in a four -step (clean, pretreat, rinse, dry) process 3) electrostatically sprayed thermosetting hybrid polymer, fuse bonded to the hot -dip galvanized substrate during a thermally activated curing stage 4) quality assurance inspection program including 23 steps throughout polymer application and unit fabrication. Page 2 Vibration Cutout Switch: Each fan driver is equipped with a vibration cutout switch to prevent further catastrophic failure of fans once the failure begins to occur. The vibration switch(es) is mechanically tripped with a frequency range of 0 to 3,600 RPM and trip point of 0.2 to 2.0 g's. No Input power is required. Switch rating is 15 amperes at 125 VAC or 480 VAC, 1/2 ampere at 125 Vdc and 1/4 ampere at 250 Vdc. COPYRIGHT, BALTIMORE AIRCOIL COMPANY 6 " EBUAc. CJ/lu1 L_ FAN MOTOR LOCATION MO 2 1 /2" ORDER NO: ti MAZ 4 4 /740 DATE: 1/ 1 Pb L r- A / INLET OPENING / SUITABLE FOR PIPE l 1 ACCESS 1/2" MAKEUP 2 OVERFLOW OUTLET ® 2" DRAIN 5 1/4„.. 1' -4 1/2" -r-- 1' -7" 5' -2 1 /2" 7' -1 7/8" NOTES: 1. ALL DIMENSIONS ARE IN FEET AND INCHES. WEIGHTS ARE IN POUNDS. 2. UNLESS OTHERWISE INDICATED, ALL CONNECTIONS 6 INCHES AND SMALLER ARE MPT AND CONNECTIONS 8 INCHES AND LARGER ARE BEVELLED FOR WELDING. 3. FIELD PIPING SHOULD BE FABRICATED AT THE TIME OF UNIT INSTALLATION. PRE - FABRICATION OF PIPE WORK IS NOT RECOMMENDED. BALTIMORE AIRCOIL COMPANY NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. ` D I L - 1' -2 5/8" 5/8" BAC -8840 A MODEL: FXT COOLING TOWER DRAWING NUMBER: BAC -8840 A DIMENSIONS WEIGHT (LB.) CONNECTION SIZES MODEL APPROXIMATE APPROXIMATE NO. L H A B C D OPERATING SHIPPING INLET OUTLET FXT -26 4' -6 1/8" 5' -11 1/4" l' -7 3/4" 6 7/8 2' -3" l' -8" 2080 940 4" FXT -30 4' -6 1/8" 5' -11 1/4" 1' -7 3/4" 6 7/8 2' -3" 1' -8" 2090 950 ..• 4" FXT -33 4' -6 1/8" 5' -11 1/4" 1' -7 3/4" 6 7/8 2' -3" 1' -8" 2090 950 4" FXT -38 4' -6 1/8" 7' -3 1/4" 1' -4 7/8" 7 7/8 1' -10 1/2" 2420 1000 �o to It6 s 6" FXT -42 4' -8 1/8" 7' -3 1/4" 1' -4 7/8" 7 7/8 M i N 1' -10 1/2" 2420 1000 6" -R T-47- -- . 4'�6- 1 /g-.... -- ... -7'- 3...1/4:... .1' -4 -7/8` - 7 -7/8 -1'- 10 -•1-/2= 2440 --- ._1020. -_. _. ---- - --_.6" FXT -58R 6' -0 1/8" 7' -3 1/4" 1' -4 7/8" 7 7/8 3'-0" 1' -10 1/2" 3140 1220 6" 6" --P3-68- - .6'- 0._1 /8 -_ -- .- a'- 3-- 1j4" --- 1'- 4- 7/8 "..- 7-7/8 -- 3' -0'- ..1'- 10- .1/2 ". ... -- 3150_ - -. -- _ - -- 1230 -- 6" 6' COPYRIGHT, BALTIMORE AIRCOIL COMPANY 6 " EBUAc. CJ/lu1 L_ FAN MOTOR LOCATION MO 2 1 /2" ORDER NO: ti MAZ 4 4 /740 DATE: 1/ 1 Pb L r- A / INLET OPENING / SUITABLE FOR PIPE l 1 ACCESS 1/2" MAKEUP 2 OVERFLOW OUTLET ® 2" DRAIN 5 1/4„.. 1' -4 1/2" -r-- 1' -7" 5' -2 1 /2" 7' -1 7/8" NOTES: 1. ALL DIMENSIONS ARE IN FEET AND INCHES. WEIGHTS ARE IN POUNDS. 2. UNLESS OTHERWISE INDICATED, ALL CONNECTIONS 6 INCHES AND SMALLER ARE MPT AND CONNECTIONS 8 INCHES AND LARGER ARE BEVELLED FOR WELDING. 3. FIELD PIPING SHOULD BE FABRICATED AT THE TIME OF UNIT INSTALLATION. PRE - FABRICATION OF PIPE WORK IS NOT RECOMMENDED. BALTIMORE AIRCOIL COMPANY NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. ` D I L - 1' -2 5/8" 5/8" BAC -8840 A MODEL: FXT COOLING TOWER DRAWING NUMBER: BAC -8840 A COPYRIGHT, BALTIMORE AIRCOIL COMPANY D 1' -2 5/8"- i 4 5/8"J DATE: AIR OUT INLET OPENING SUITABLE FOR PIPE�{._.._ A 1/2" MAKEUP 2" OVERFLOW + OUTLET 2" DRAIN + 8 I `-{- f 5 1/4" ---" V 4 1/2" 1' - 7" 5' -2 1/2" 7' -7 7/8" NOTES: 1. ALL DIMENSIONS ARE IN FEET AND INCHES. WEIGHTS ARE IN POUNDS. 2. UNLESS OTHERWISE INDICATED, ALL CONNECTIONS 6 INCHES AND SMALLER ARE MPT AND CONNECTIONS 8 INCHES AND LARGER ARE BEVELLED FOR WELDING. 3. FIELD PIPING SHOULD BE FABRICATED AT THE TIME OF UNIT INSTALLATION. PRE - FABRICATION OF PIPE WORK IS NOT RECOMMENDED. B.A.C. /� ��/� ORDER NO: u 0/ e t,4, '-� ACCESS H 2 1/2" BALTIMORE AIRCOIL COMPANY C —1 L 0 FAN MOTOR LOCATION NOTICE: IF THE DOCUMENT IN This FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 5' Unt_czykkJ. BAC -8832 A• MODEL FXT COOLING TOWER DRAWING NUMBER: BAC -8832 A DIMENSIONS WEIGHT (LB.) CONNECTION SIZES MODEL APPROXIMATE APPROXIMATE NO. L H A B C D OPERATING SHIPPING INLET OUTLET - FXT -26 4' -6 1/8" 5' -11 1/4" 1 -7 3/4" 6 7/8 2' -3" 1' -8" 2080 940 4" FXT -30 4' -6 1/8" 5' -11 1/4" V-7 3/4" 6 7/8 2' -3" 1' -8" 2090 950 r‘r 4" FXT -33 4' -6 1/8" 5' -11 1/4' 1' -7 3/4" 6 7/8 2' -3" 1' -8" 2090 950 4" FXT -38 4' -6 1/8" 7' -3 1/4" V-4 7/8" 7 7/8 T-3" 1' -10 1/2" 2420 1000 4 I Tz ID iD i t 6" FXT -42 4' -6 1/8" 7' -3 1/4" V-4 7/8" 7 7/8 2' -3" 1' -10 1/2" 2420 1000 6" cC:f..47 te 4.!- 64/8" -._—. -__7'- 3- •1/47- ._....1' - 4.7/8 " - 7 7/8 2' -r - 1'- 10- 1./2 "....- ... 2440._.- _.. -.. -- ...1020. -. - -. C FXT -58R 6' -0 1/8" T-3 1/4" V-4 7/8" 7 7/8 3' -0" 1' -10 1/2" 3140 1220 6" 6" 68------- 6'- 0_- 1/8_._....- ..r- ..7'- 3- .1/4"v._, ..1' -4 7/8" -• 7- 7/8 _ - z3' -0 "- - 1'- 10- -1/2 " _ — 3150— 1230 • -- - - ...6'._ — 6"- -__ -FXT COPYRIGHT, BALTIMORE AIRCOIL COMPANY D 1' -2 5/8"- i 4 5/8"J DATE: AIR OUT INLET OPENING SUITABLE FOR PIPE�{._.._ A 1/2" MAKEUP 2" OVERFLOW + OUTLET 2" DRAIN + 8 I `-{- f 5 1/4" ---" V 4 1/2" 1' - 7" 5' -2 1/2" 7' -7 7/8" NOTES: 1. ALL DIMENSIONS ARE IN FEET AND INCHES. WEIGHTS ARE IN POUNDS. 2. UNLESS OTHERWISE INDICATED, ALL CONNECTIONS 6 INCHES AND SMALLER ARE MPT AND CONNECTIONS 8 INCHES AND LARGER ARE BEVELLED FOR WELDING. 3. FIELD PIPING SHOULD BE FABRICATED AT THE TIME OF UNIT INSTALLATION. PRE - FABRICATION OF PIPE WORK IS NOT RECOMMENDED. B.A.C. /� ��/� ORDER NO: u 0/ e t,4, '-� ACCESS H 2 1/2" BALTIMORE AIRCOIL COMPANY C —1 L 0 FAN MOTOR LOCATION NOTICE: IF THE DOCUMENT IN This FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 5' Unt_czykkJ. BAC -8832 A• MODEL FXT COOLING TOWER DRAWING NUMBER: BAC -8832 A COP1RIaIT 111t. BM.1110RE mR oi. COMPAM/. (4) 5/81 HOLES OUTLINE OF TOWER -N__ ■ (2) SUPPORT BEAUS BY OTHERS t BOLTS PLAN "A (RECOMMENDED) P1 — r 7r -- MR —INLET sIDE (4) 5/81 HOLES r - OUTLINE OF TOWER (2) SUPPORT BEAMS BY OTHERS t P � 3/4 t LOAD t LOAD ! 3/4 W BOLTS PLAN "D' (ALTERNATE) t INLET AI as SIDE _ J I HOLES. 1. SUPPORTING STEELWORK AND ANCHOR BOLTS ARE TO BE SELECTED AND INSTALLED BY OTHERS. 2. ALL SUPPORTING STEEL MUST BE FLUSH AND LEVEL AT THE TOP AND MUST BE ORIENTED TO THE GAGE LINE AS SHOWN IN SECTION "K- 3. RECOMMENDED DESIGN LOADS FOR EACH BEAM SHOULD 65X OF THE TOTAL OPERATING WEIGHT APPUED AS A UNIFORM LOAD TO EACH BEAM. BEAM SHOULD BE DESIGNED IN ACCORDANCE WITH STANDARD DESIGN PRACTICE. THE MAXIMUM ALLOWABLE DEFLECTION OF BEAMS UNDER UNIT IS TO BE 1/360 OF SPAN. NOT TO EXCEED 1/2 INCH. 4. IF REQUIRED. EACH CELL MAY BE SUPPORTED ON COLUMNS AT THE ANCHOR BOLT LOCATIONS SHOWN. 6 INCH MINIMUM BEARING SURFACE MUST BE PROVIDED UNDER EACH OF THE CONCENTRATED LOAD POINTS. 5. ALL MOUNTING HOLES ARE 5/6 INCH DIAMETER AT THE LOCATIONS SHOWN. 6. IF CONTINUOUS VIBRATION ISOLATOR RAILS ARE USED. BE CERTAIN TO ALLOW FOR THE LENGTH OF THE RAILS WHEN DETERMINING LENGTH OF SUPPORTING STEEL VIBRATION ISOLATOR RAILS ARE SOMETIMES LONGER THAN THE COOLING TOWER DIMENSIONS SHOWN. REFER TO VIBRATION ISOLATOR DRAWINGS FOR THIS INFORMATION. IF POINT VIBRATION ISOLATION IS USED. THE ISOLATORS SHOULD BE INSTALLED AT THE MOUNTING HOLE LOCATIONS SHOWN. ORDER NOUOI 21,1Q 2 DATE: MODEL NO. FXT - 6 FXT -7.5 F T -11 FlR -16 F1(7-20 FXT -26 FXT -30 FXT -33 FXT -38 FXT -42 FXT -Se 1M 68 FXT -74 FXT -87 FXT -99 FXT -115 FXT -130 FXT -142 FXT -160 FXT -175 FXT -200 FXT -216 FXT -250 FXT -265_ SHIPPING WGT. (LB) 370 370 470 570 590 940 . 950 950 1000 1000 1220 1720 1730 1770 2220 _ 2260 2300 2680 2920 2970 3560 3610 3630 _ OPERATING WGT. (LB) 980 980 1420 1330 1350 2000 2090 2090 2420 2420 3140 31:,0 4230 4240 4260 6080 . 6120 6160 � 8030 8070 8120 9420 9470 1 9490 _ ORE AIRCOIL COMPANY L 1' -T 2' —fl 3' —C 3' —W 3' —tr 5' — Ir '-SSG 5' —G 5• —G 11' —G 11' —G 11' —G 11' — fl 1 1' —fl W 5' —I 5'— I 5S. I- 5' -1' 5' -1 5' —i 5' —I 5' —/ 5• -1- 5' -1" 7' -1 7/V 7' -1 7/G 7-1 7/G 7' -1 7/W 7• 7/W , 7' -1 7/G T — 7/A T -1 7/8 T -1 7/A T —i 7/G 7' - 7 /!r _ T - 7 /Nl P1 264 264 369 372 378 624 627 627 989 99! 1163 1166 1176 1672 1683 1695 2208 2219 2234 2543 2557 2563 P2 226 226 341 293 297 416 418 418 726 726 484 464 581 :,83 952 954 962 1368 1377 1385 1807 1616 1826 2167 2176 2182 SUGGESTED STEEL SUPPORT LOCATION FXT — SINGLE CELL FXT -6 THRU FXT -268 BAC - 8863 B 1 A BAC -8863 8 • NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. C0rtINCNL BALTIMORE AIIICOL COMPA T ALL PIPNG SUPPLIED BY OTHERS PLAN VIEW T FAN ELEVATION SEE DETAIL 'A DATE: FLOW DIVIDER NOZZLES BA C. ORDER NO: 7/8 I. ALL PIPING TO BE FURNISHED BY OTHERS. REFER TO CERTIFIED DRAWING FOR DETAILS ON COOLING TOWER CONNECTION SIZE. ETC. 2. ALL PIPING MUST BE SUPPORTED EXTERNAL TO THE TOWER AND RESTRAINT PROVIDED TO INSURE NO VERTICAL OR HORIZONTAL MOVEMENT OF THE INLET PIPING. ALL PIPING AND SUPPORTS ARE TO BE FURNISHED BY OTHERS. 3. INLET PIPING REST ON A FLOW DIVIDER 7/8 INCH BELOW THE TOP OF THE WATER DISTRIBUTION BOX. THE PIPING THAT ENTERS THE OPENING MUST BE OF PROPER SIZE (SEE DETAIL "Al. REFER TO CERTIFIED DRAWING FOR DETAIL ON TOWER CONNECTION SIZE. 4. FLOW CONTROL VALVES ARE RECOMMENDED ON MULTI -CELL TOWERS TO INSURE PROPER WATER DISTRIBUTION AND ARE TO BE FURNISHED BY OTHERS. 5. IF B.A.C. VIBRATION ISOLATION RAILS ARE FURNISHED. THE TOWER PIPING MUST BE INDEPENDENTLY SUPPORTED, SINCE NO PROVISION HAS BEEN MADE FOR THE WEIGHT OF THE PIPING IN THE SELECTION OF THE V -E RAILS. TIMORE AIRCOIL COMPANY TYPICAL PIPING FOR FXT SINGLE -CELL FXT -s TH FXT -268 BAC -8867 8 IMMO BAC-8867 B 'NOTICE: IF THE DOCUMENT IN THIS FRAME is LESS CLEAR THAN • THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. I 0 0 0 o o 0 I 0 0 0 0 0 0 0 0 0 0 0 C0rtINCNL BALTIMORE AIIICOL COMPA T ALL PIPNG SUPPLIED BY OTHERS PLAN VIEW T FAN ELEVATION SEE DETAIL 'A DATE: FLOW DIVIDER NOZZLES BA C. ORDER NO: 7/8 I. ALL PIPING TO BE FURNISHED BY OTHERS. REFER TO CERTIFIED DRAWING FOR DETAILS ON COOLING TOWER CONNECTION SIZE. ETC. 2. ALL PIPING MUST BE SUPPORTED EXTERNAL TO THE TOWER AND RESTRAINT PROVIDED TO INSURE NO VERTICAL OR HORIZONTAL MOVEMENT OF THE INLET PIPING. ALL PIPING AND SUPPORTS ARE TO BE FURNISHED BY OTHERS. 3. INLET PIPING REST ON A FLOW DIVIDER 7/8 INCH BELOW THE TOP OF THE WATER DISTRIBUTION BOX. THE PIPING THAT ENTERS THE OPENING MUST BE OF PROPER SIZE (SEE DETAIL "Al. REFER TO CERTIFIED DRAWING FOR DETAIL ON TOWER CONNECTION SIZE. 4. FLOW CONTROL VALVES ARE RECOMMENDED ON MULTI -CELL TOWERS TO INSURE PROPER WATER DISTRIBUTION AND ARE TO BE FURNISHED BY OTHERS. 5. IF B.A.C. VIBRATION ISOLATION RAILS ARE FURNISHED. THE TOWER PIPING MUST BE INDEPENDENTLY SUPPORTED, SINCE NO PROVISION HAS BEEN MADE FOR THE WEIGHT OF THE PIPING IN THE SELECTION OF THE V -E RAILS. TIMORE AIRCOIL COMPANY TYPICAL PIPING FOR FXT SINGLE -CELL FXT -s TH FXT -268 BAC -8867 8 IMMO BAC-8867 B 'NOTICE: IF THE DOCUMENT IN THIS FRAME is LESS CLEAR THAN • THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 200008,N:,ae Anal Carmy. AN NM, Rnrwt OPERA11NG INSTRUCTIONS Follow the installation drawings and wiring diagram (see chart below) to ensure the proper operotion of the vibration switch. Direct any questions to your local BAC Representative. NOTE Moisture inside the switch con lead to switch failure. Core must be token when replacing the cover on the vibration switch to ensure that the proper watertight seal is obtained. fifitM Before performing any maintenance, adjustment or inspection of the switch, make certain that all power has been disconnected and locked in the off position. WIRING DIAGRAM CHART 8AC- 17491A =Shut down with local reset BAC- 17492A =Shut down & alarm, with remote or local reset & time delay on start (110 Voc) BAC- 17493A =Shut down & alarm, with remote or local reset & time delay on start (220 Voc) VIBRATION CUTOUT SWITCH SWITCH LOCATION SERIES V AXIAL FAN UNIT VIBRATION CUTOUT SWITCH END BLOW SIDE BLOW 2ND VIBRATION CUTOUT SWITCH REQUIRED ON 10x18 & 12x18 UNITS guy ISA& l u09 =1/ N 0: ()ATE: VIBRATION CUTOUT SWITCH r BALTIMORE AIRCOIL COMPANY SWITCH LOCATION EI VIBRATION CUTOUT SWITCH FXT 115 — FXT 142 VIBRATION CUTOUT SWITCH FXT 74 — FXT 99 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. FXT 6 — FXT 20 FXT 26 — FXT 68 DIRECT DRIVE BELT DRIVE 1 HI IN IN VIBRATION CUTOUT SWITCH FXT 160 — FXT 268 BAC- 11492A END VIEW III > IN N END VIEW MECHANICAL VCOS LOCATION FXT/V2000 A..c f7A/` 11Ann NIODOkir Mti Comm. AI NOM Named. HOTEI: 1. LOCAL PU91 BUTTON RESET. 2. 10 WANTAN HAZARDOUS DUTY RATINGS. TIC FACTORY INSTALLED WATER TIGHT CONDUIT/CABLE CONNECTION FITTINGS MUST BE REMOVED AND TIE FOUR CONDUCTOR CABLE MUST BE ROUTED PISME OF A SUITABLE EXPLOSION PROOF CONDUIT. NOTE: THE CONNECTORS CAN (AMY BE REYOVEO WITHOUT HAVING TO UN -TIRE TIC CONDUCTORS FROM INSIDE THE CUTOUT S1WTDI. 1 THE MECHANICAL VIBRATION CUTOUT SWITCH COMES NTH TNO WATER TIGHT CONOIRT /CABLE CONNECTORS. ONE CONNECTOR IS USED TO PROVIDE A WATER 11041 CONNECTION TO THE VIBRATION CUTOUT STITCH AND THE OTHER IS PROMO FOR THE ELECTRICIAN TO CONNECT THE WIRE CABLE 10 A JUNCTION BOX LOCATED IN THE VICINITY OF THE VIBRATION CUTOUT STITCH. 4. THE NORMALLY OPEN SNITCH ORE (MITE) HAS A FACTORY INSTALLED BUTT END CONNECTOR SO THAT A CLOSED SIGNAL INDICATES NORMAL OPERATION. IF REVERSE CONTROL LOGIC IS DESIRED. CUT OFF THE BUTT END CONNECTOR ON THE WHITE TIRE AND NSTALL A ORE NUT DR BUTT CONNECTOR DI THE NORMALLY CLOSED TIRE (BLACK). S. THIS MECHANICAL VIBRATION CUTOUT STITCH COMES ON ONE SINGLE POLE DOUBLE THROW SWITCH. THE SNITCH CONTACTS ARE S ONY CONTACTS' M1ICH CAN BE SUCCESSFUU.Y USEO DIRECTLY N THE FAN STARTER CONTROL (TYPICALLY A/C VOLTAGE) O ROUT OR DIRECTLY IN A OOLONG MANAGEMENT MTEM (TYPICALLY 0/C VOLTAGE). CONTACT RATINGS 15 AMPS, 125 OR 480 VAC. 1/2 AMPS 125 VOC, 1/4 AMPS 250 WC. I M{IIION: VOSTURE 090E THE SWITCH CAN LEAD TO SWITCH FAILURE. CARE MUST BE TAKEN *EM REPLACING TIC COVER ON THE VIBRATION STITCH TO ENSURE THAT THE PROPER WATERTIGHT SEAL IS OBTNNED. ADJUSTMENTS OF BAC MECHANICAL VIBRATION CUTOUT SWITCH NOTE: INSTALLATION AND ADJUSTMENT MUST BE PERFORMED BY A QUALIFIED, COMPETENT TEONIDAN BAC RECOMMENDS THAT EACH VIBRATION CUTOFF SOTOI BE FIELD AMSTED AT START -UP TO OPTIMIZE THE TRIP PONT RELATIVE TO THE FINAL MOUNTIG P09110N AND VIBRATIONAL CHARACTERISTICS OF THE INSTALLED EQUIPMENT. 1. FOR SAFETY SAKE. TURN OFF. THEN LOCK & TAG -OUT THE ELECTRICAL SUPPLY TO THE FAN MOTOR(S). 2. TURN ADJUSTMENT SCREW COUNTERCLOOCOSE (CCW) 1/8 TURN AT A TIE UNTL YOU HEAR THE CONTROL TRIP. 1 ONCE TRIPPED. ROTATE ADJUSTMENT SCREW 1/4 TURN CLOCKWISE (CN) AND THEN PUSH IN MANUAL RESET BUTTON. 4. START UP FAN(S) TO DETERMINE If THE START -UP WILL CAUSE THE CUT -OUT SITCH TO TRIP. 5. IF THE VIBRATION CUTOUT SNITCH DOES NOT TRIP. THEN START AND STOP TIC FAN TWO MORE TIES AND F THE CUTOUT SYITCIH STILL DOES NOT TRIP. THEN CALRBRATION IS COMPLETE. IF THE VIBRATION CUTOUT SNITCH OD TRIP. THEN TURN OFT. THEN LOCK & TAG -OUT THE ELECTRICAL SUPPLY TO THE FAN MOTOR(S). ADJUST THE SET POINT SCREW AN ADOITIONAL 1/4 TURN CW AND THEN DEPRESS THE RESET BUTTON. RE-START THE FAN(S) TO DETERMINE IF THE START -UP WILL CAUSE THE SWITCH TO IMP. REPEAT THIS ADJUSTMENT PROCESS MM. THE CONTROL DOES NOT TRIP. ONCE THE FINAL ADJUSTMENT HAS BEEN MADE. START ANO STOP THE FAN TWO MORE TIMES AND IF THE CUTOUT SWITCH SILL ODES NOT TRIP. THEN CALIBRATION IS COMPLETE. ORDER NO: ✓v" MECHANICAL VIBRATION CUT -OUT SWITCH (ONE —SINGLE POLE DOUBLE THROW STITCH) SETPOINT ADJUSTMENT 7' FLEXIBLE JACKET CUSTOMER WIRES (FOR HAZARDOUS RATINGS SEE NOTE 2) WATER PROOF CONDUIT CONN (SEE NOTE 3) WIRING DIAGRAM (ONE —SINGLE POLE DOUBLE THROW SWITCH — SEE NOTE 5) TO CUSTOMER FAN CIRCUIT OR BUILDING MANAGEMENT SYSTEM (SEE NOTE 5) /yNfM A vv BALTIMORE AIRCOIL (SEE NOTE 4) CI OWE) (RED) (BLACK) (GREEN) i NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT is DUE TO THE QUALITY OF THE DOCUMENT. BAC -17491 A • LOCAL RESET (SEE NOTE 1) WATERTIGHT SEAL (SEE NOTE 6) MOUNTING PULE N.O. KC. BAC PART' 311788 CASE GROUND BEFORE PERFORMING ANY MAINTENANCE. ADJUSTMENT OR INSPECTION OF THE SWITCH. MAKE CERTAIN THAT ALL POWER HAS BEEN OISC01RECTED AND LOCKED IN THE OFF POTION. SHUT OFF NTH LOCAL RESET MECHANICAL VCOS WIRING DIAGRAM COPYRIGHT 1992. BALTIMORE AIRCOIL COMPANY CONTROL POWER SUPPLY (125 VA 24 VAC TO 227 VAC) DATE: / / LOW — TEMP SWITCH NO B.A.C. ORDER NO:uaa( /f 2- 7-f HIGH — TEMP SWITCH V OFF TIME DELAY DANGER - POTENTIAL HIGH VOLTAGE HAZARD WHEN A POWER FACTOR CORRECTION CAPACITOR IS USED WITH THE LOW SPEED MOTOR OF THE ENERGY MISER FAN SYSTEM, THE POWER FACTOR CORRECTION CAPACITOR MUST BE DISCONNECTED FROM THE LOW SPEED MOTOR POWER CIRCUIT WHEN THE LOW SPEED MOTOR IS DE— ENERGIZED. THIS IS NECESSARY IN ORDER TO PREVENT THE POWER FACTOR CORRECTION CAPACITOR FROM ALLOWING THE LOW SPEED MOTOR TO ACT AS A GENERATOR AND PRODUCE HIGH VOLTAGES IN THE LOW SPEED MOTOR CIRCUIT WHEN THE HIGH SPEED MOTOR IS OPERATING. THEREFORE. THE LOW SPEED MOTOR POWER FACTOR CORRECTION CAPACITOR MUST BE WIRED TO THE LOW SPEED MOTOR POWER CIRCUIT THROUGH A SET OF NORMALLY OPEN CONTACTS WHICH WILL DISCONNECT THE CAPACITOR FROM THE POWER CIRCUIT WHEN THE LOW SPEED MOTOR STARTER CIRCUIT IS DE— ENERGIZED, i.e., WHEN THE LOW SPEED MOTOR IS TURNED OFF. i TYPICAL WIRING DIAGRAM FOR TWO SPEED MOTOR OR ENERGY -- MISER® FAN SYSTEM USING TWO SPDT THERMOSTATS (ALL COMPONENTS AND WIRING SUPPLIED BY OTHERS) BALTIMORE AIRCOIL COMPANY NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. NOTES; 1. A 15 SECOND TIME DELAY IS REQUIRED BEFORE ENERGIZING THE LOW SPEED CIRCUIT WHEN SWITCHING FROM HIGH SPEED. 2. THE LOW SPEED AND HIGH SPEED FAN CIRCUITS SHOULD BE WIRED SUCH THAT BOTH FAN CONTROL CIRCUITS DO NOT ENERGIZE AT THE SAME TIME. 3. AT LOW SPEED. LOW TEMPERATURE SWITCH WILL BE IN NORMALLY OPEN POSITION AND HIGH TEMPERATURE SWITCH WILL BE IN NORMALLY CLOSED POSITION. AT HIGH SPEED. BOTH SWITCHES WILL BE IN NORMALLY OPEN POSITIONS. 204112L DESCRIPTION FSH HIGH SPEED FAN CONTROL CONTACTOR COIL FSL LOW SPEED FAN CONTROL CONTACTOR COIL NO NORMALLY OPEN CONTACT NC NORMALLY CLOSED CONTACT C COMMON TD TIME DELAY CONTACTOR COIL (NORMALLY CLOSED — INSTANT OPEN. TIME CLOSED DELAY OFF) DRAWING NUMBER: BAC -7092 A BAC -7092• A MODEL . . NO. - HEATERS KW. • - EACH' FXT -38, 42 & 47 • - --1 . . . 3 FXT -58 & 68 - 1 3 NOTES: . OMIT THE 1" FPT CUTOUT LOCATION WHEN AN ELECTRIC WATER LEVEL CONTROL PACKAGE IS USED. THE LOW WATER CUTOUT WILL BE FURNISHED AS PART OF THE ELECTRIC WATER LEVEL• CONTROL PACKAGE. . HEATERS: ( - 3 10 � VOLTS: 4420 PHASE: j HZ 60 • AMBIENT TEMPERATURE- 0 e B.A.C. ORDER NOUP/Z DATE: 4 5/8" 1/2" FPT THERMO. PROBE END OPPOSITE PIPING CONNECTION - RIGHT HAND UNIT SHOWN LEFT HAND UNIT MIRROR IMAGE • BALTIMORE AIRCOIL COMPANY FXT ELECTRIC HEATER PACKAGE mmm FXT -38 THRU FXT -68 ;NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. DRAWING R :D C:- • A • BAC -8878 A . :r L1 L2 L3 SYMBOLS CG'YRICHT 1991. BALTIV. ?E AIRCOIL COMPANY CONTROL BOARD G C N C C� C N 0 Q E L1 a TRANSFORMER LLCO •N C 1 C =— N L=1 CONTROL BOX : QUICK SUDE CONNECTION TERMINALS NC. C. NO : CONTROL RELAY TERMINALS RECOMMENDED WIRING OF OPTIONAL HEATER PACKAGE DISCONNECT SWITCH ELLSES ILIGNEIICSONIACIS {) I Y1- - - -0-0- 4) K) - - -O -� -o ) - -0: _BROWN (WIRE MULTIPLE HEATERS I I IN PARALLEL) I I'c I I __ I I C I THERMOSTAT N.C. PUMP f CONTACTS • I HEATER c I, CONTACT r / • DATE: - - --- -r -- - _ • . o --- -- ''77 - 1 I CONTROL DISCONNECT SWITCH I IFUSE I IFUSE Q Q I I I I ) I y J ELECTRODE HEAD ti z W cc U U W J 3 SOLENOID VALVE GROUND 0 • • • B.A.C. U.01 f (a 2� ORDER N0: MAKE UP VALVE OFF — MAKE UP VALVE ON — LOW LEVEL HEATER CUTOUT — LTIMORE AIRCOIL COMPANY NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. BAC -90TS B NOTES: 1. WIRING AND COMPONENTS INDICATED BY DASHED LINES ARE TO BE SUPPUED BY FIRMS OTHER THAN 'BAC. ALL WIRING MUST COMPLY WITH APPLICABLE CODES AND ORDINANCES. 2. ELECTRICAL CONDUIT AND CONNECTIONS BETWEEN THE ELECTRODE HEAD AND THE CONTROL BOX. AND BETWEEN THE CONTROL BOX AND ACCESSORIES ARE TO BE LIQUID TIGHT. IN ADDITION. THE CONTROL BOX IS TO BE MOUNTED SO THAT THE 1/4 DRAIN HOLE IS AT THE BOTTOM OF THE BOX. - 3. THE LIQUID TIGHT CONDUIT IS TO BE PROVIDED WITH A CONDENSATE DRAIN AND IS TO BE ROUTED SUCH THAT THE DRAIN IS AT THE LOW POINT OF THE CONDUIT RUN. 4. THE WATER LEVEL CONTROL BOARD IS WIRED IN THE INVERSE MODE SO TWAT THE SOLENOID MAKE-UP VALVE Mt CLOSE F THERE IS A LOSS OF POWER TO THE CONTROL BOARD. WHEN THE WATER LEVEL RISES TO THE ELECTRODE ON TERMINAL "if AND MAINTAINS CONTACT FOR AT LEAST 6 SECONDS. THE CONTROL DE- ENERGIZES THE VALVE. THE VALVE REMAINS DE- ENERGIZED UNTI1. THE WATER LEVEL RECEDES BELOW THE ELECTRODE ON TERMINAL 'L' AND REMAINS AT THAT LEVEL FOR AT LEAST 6 SECONDS. THE CONTROL THEN ENERGIZES THE VALVE. 5. THE NORMALLY CLOSED SOLENOID VALVE HAS A SLOW CLOSING FEATURE WHICH MINIMIZES WATER HAMMER AND IS DESIGNED TO OPERATE AT MAKE -UP WATER LINE PRESSURES OF 10 TO 125 PSIG. TO FURTHER MINIMIZE THE POTENTYAL FOR WATER HAMMER. MAKE -UP WATER LINE PRESSURES AT THE HIGHER END OF THE RANGE SHOULD BE AVOIDED. AND WAKE -UP PIPING SHOULD BE WELL SUPPORTED. 6. INTERLOCK IMMERSION HEATERS WITH SPRAY WATER CIRCULATING PUMP TO DE- ENERGIZE HEATERS WHEN SPRAY PUMP IS RUNNING. 7. CONTROL THERMOSTAT IS TO BE AT 40'F. DO NOT SET THERMOSTAT LOWER THAN 40"F. 6. CONTACTOR. FUSE PROTECTION AND POWER SUPPLY WIRING ARE TO BE SIZED TO MATCH HEATER REQUIREMENTS .WIRING MUST COMPLY TO APPLICABLE CODES AND ORDINANCES. ELECTRIC WATER LEVEL CONTROL WITH HEATER PACKAGE McAmmG MIYIER BAC -9095 B SUCTION PLAN VIEW MAKE -UP FXT ELECTRIC WATER LEVEL CONTROL CONDUIT CONNECTION LOCATION MODEL ..EXa.- 006 -THRU -01.1 -PCT -016- THRU -03 FXT 042 THRU 068 THRU -26 A 2---- -1a- -1j2 -2 16 1/r B o-4/ 20 1/f SOLENOID VALVE SIZE 1/r 11011:: 1. MOUNTING BRACKET WILL MOUNT OVER THE MAKE -UP PLATE CONNECTION. B.A.C. 1 'U— ( e 220/14* ORDER N0: DATE: / / ELECTRODE HEAD MOUNTING BRACKET (NOTE 1) BALTIMORE AIRCOIL COMPANY OUTLET 3 1/r CONDUIT CONNECTION PLATE LOCATION MARINO ww[s BAC -9203 A BAC -9203 'A CONDUIT CONNECTION PLATE & SOLENOID VALVE LOCATION DIAGRAM :NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. • l F625- 052 -000 (3/97) F625.052.000 (3/971 JPARTMENT OF LABOR AND INDU.F7JES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL '''" - "..": 11 .:.REGIS' .,, ` ' EXP. DATE C s. UNLVMC *343N9 10/01/2001 E ?DATTE c .:•I : ;. c _0 8/, 2 9 / 19 6 6 UNLV: 1CONTRS INC . , PO BOX 33723 - , " . SEATTLE WA 98133 DLtach And Display Certificate REGISTERED AS PROVIDED BY LAW ASI CONST CONT GENERAL REGIST. # EXP DATE CCO1':: UNIVMC *343N9 10/01/2001 EFFECTIVE: DATE ;, . 0 $129 / 1966 UNIV' :.MECHANCL CONTRS.: INC; ; • PO BOX '337.23 j r., • SEATTLE. :.WA .: 9 813 3 " 7 Signature Issued by DEPARTMENT OF LABOR AND INDUSTRIES For. Address Correction Or Move Notification, Complete Below and mail. City \Nance State ZIP+4 Address dba (if applicable) • 1111111111•t111t11un ids h.1t1u1,111t11.111111tu1111•1 DEPARTMENT OF LABOR AND INDUSTRIES PO BOX 44450 • OLYMPIA WA 98504 -4450 _J L _ License /Certificate Number Please Remove And Sign Identification Card Before Placing In Billfold Important: In order for you to receive a renewal notice. it is your responsibility to keep this Division informed of your current mailing address. Failure to supply the correct address may result in your renewal notice being "lost" in the mail. Failure to renew within the proper time frame may result in your retaking the qualifying test. 1 For your convenience, L&I address to the left will show through a window en elope. F625 -052 -000 (8 -97) ,.:r > � .:..t�?���:��et� `ate ......................... .:�... >.�.,:.:::.�: # tat.:,.:::.::. >. • PROJECT CHECKLIST SHEET N0. CODE SUMMARY SHEET TITLE CHECK BUILDING COLE 1997 UBC KING COUNTY (TUKWILA) S502 BOX OCCUPANCY CROUP B -2 OFFICE REVISION A MECHANICAL ROOM PIPING PLAN, SECTIONS & DETAILS CONSTRUCTION TYPE TYPE II - N.R. COOLING TOWER PLAN AND PIPING DETAIL ® THESE DRAWINGS CONFORM TO THE 1997 U.B.C., U.F.C., U.P.C., AND THE 1990 BARRIER LOCATION ON PROPERTY MINIMUM 60 FT. ALL SIDES 1E60 FREE CODE AS ADAPTED OR AMENDED BY LOCAL ORDINANCES, AND COMPLIANCE WITH FLOOR AREA (ACTUAL): 1E11O REVISION A CITY OF TUKWILA ZONING. BUIDLING FOOTPRINT 28,026 SF COOLING TOWER WIRING DETAIL 1E501 BUILDING GROSS 63,065 SF 1E502 ❑ ENGINEERING CALCULATIONS ( IF APPLICABLE ) 1ST FLOOR 28,026 SF 2ND FLOOR 11,083 SF ❑ ROOMS LABELED PER OCCUPANCY PER U.B.C. TABLE 33 -A. 3RD FLOOR 11,978 SF 4TH FLOOR 11,978 SF ❑ BUILDING FLOOR NUMBER ON PRINT FOR AREA OF CONSTRUCTION. NUMBER OF PRINTS REQUIRED FOR PERMIT PACKAGE: BUIDLING HEIGHT 113'-6 1/2" FT ❑ 1. GENERAL PERMIT (SHELL & CORE) STORIES 4 6 SETS OF ENERGY CALCULATIONS OCCUPANT LOAD: ' NO CHANGE 2 SETS OF CIVIL DRAWINGS WITH UTILITIES 2 SETS SOILS REPORTS, STAMPED BY GEOTECHNICAL ENGINEER HANDICAPPED REQUIREMENTS BARRIER FREE 2 SETS STRUCTURAL CALCULATIONS FIRE PROTECTIONS FULLY AUTOMATIC 'THROUGH-OUT F/S CLASS 1 2 SETS PROJECT CONSTRUCTION SPECIFICATIONS 2 SETS TOPOGRAPHICAL SURVEY 2 COPIES OF LEGAL DESCRIPTION 2 SETS OF WORKING DRAWINGS SEISMIC ZONE WIND ZONE 3 80 MPH (EXPOSURE C T PERMIT REQUIRED FOR: ❑ 2. TENANT IMPROVEMENTS, 2 COMPLETE SETS FILE COPY ❑ MECHANICAL ISI 3. MECHANICAL, 2 COMPLETE SETS I understand that the Plan Check approvals are it ELECTRICAL ❑ 4. FIRE PROTECTION SPRINKLERS, 2 COMPLETE SETS PROTECTION/ SPRINKLERS, subject to errors and omissions and approval of does not authorize the violation of any adopted code or ordinance. Receipt of con - /PLUMBING Q GAS PIPING El BRIEF PROJECT NARRATIVE tractors copy of approved plans acknowledged. CITY OF TUKWILA DIVISION A01.11/ BUII DING 1. REPLACE (2) CHILLERS AND (2) COOLING TOWERS By G/. Date 1 � L" Permit No. CITY Ot TUt� pP ?ROkE UN 132001 �e�9� eu ., EU U T L �;; 1;r.0 g{1fi�I: 0 1 , 0 ' , �e ll1�E ANE N P41^ J DRAWING !NDEX SHEET N0. SHEET TITLE Al REVISION B TITLE SHEET S502 - COOLING TOWER FOUNDATION & SECTIONS M - 2 REVISION A MECHANICAL ROOM PIPING PLAN, SECTIONS & DETAILS M -4 REVISION A COOLING TOWER PLAN AND PIPING DETAIL E -4 REVISION A ELEC. RISER DIAGRAM DISTRIBUTION 1E60 REVISION D 120 /208' VOLT POWER 1E11O REVISION A 480/277 VOLT POWER PLAN, 1ST FLOOR E501 REVISION A COOLING TOWER WIRING DETAIL 1E501 REVISION A ONE LINE DIAGRAM 1E502 REVISION A ONE LINE DIAGRAM & DETAILS \S A TARP i1 HS,8 80- \G DHV 9/25 EAST MARL TKWLA, WASH RP n ES DG. 9 //, ,08 # iO3545 00 VP\TAL CF\TH \AL WAY SOJI \CTO\ 98108 PROJECT SITE 27 G COUNTY AIRPORT OFFICE CENTER (FAA) FROM SEATTLE - TACOMA AIRPORT VICINITY MAP FROM DOWNTOWN SEATTLE 6 EAST MARGINAL WAY CORPORATE PARK 599 TUKWILA DEVELOPMENTAL CENTER FROM KENT & AUBURN NO SCALE BLDG. ADDRESS: 9725 E. MARGINAL WAY S. TUKWILA,WASHINGTON AREA MAP PROJECT SITE 9 -77 BUILDING LOCATION NO SCALE GENERAL NOTES CONSTRUCTION SET OF DOCUMENTS, REVIEWED AND STAMPED BY CITY OF TUKWILA MUST BE ON SITE DURING CONSTRUCTION. DO NOT PROCEED WITH CONSTRUCTION WITHOUT ABOVE MENTIONED SET OF DOCUMENTS. 1. VERIFY ALL DIMENSIONS AND CONNECTIONS BEFORE ANY WORK. 2. NOTIFY FACILITY ENGINEERS SHOULD EXISTING CONDITIONS REQUIRE DESIGN REVISIONS. 3. RETURN THIS SAME SET TO GARY TALLER AT BLDG. 9 -90 COL M /3, AFTER COMPLETION OF THIS CONSTRUCTION. SEA i REMSION 790744-11 UPGRADE CRANE INSTALL (2) CHILLERS J #703545 -0C M. ABDI CFH APPROVED DATE 9/1/99 04.04.01 SYM REVISION BY APPROVED DATE AnCrEZAW FACILITIES DEPARTMENT ❑ AUBURN, WA. 98002 ❑ EVERETT, WA. 98201 ❑ KENT, WA. 98031 ❑ PORTLAND, OR 97220 ❑ RENTON, WA. 98055 ■ SEATTLE, WA. 98124 ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT: DATE DRAWN BY DATE ,SUBTITLE D. R. CHESTERFIELD 4 /12/91 CHECKED ENGR. CHECKED APPROVED APPROVED TITLE SHEET BLDG 9 -77 ARCHITECTURAL MASTER COL. H- M/14 -16 D.C. LAST REVSION SYMBOL DATE SHEET Al RECEI'_°, CITY O r r '. ��. OF ae N0 q 3 5 100 79074 �1 Ass es. 9— /. A1 SYM PLAN- COOLING TOWER FOUNDATION EXIST CONC. PAD #4 @12" O.C. HORIZ. SLAG EF #7 O 12 EXISTING SECTION SCALE: 1"=1 —0" B S502 7\ \i \ \>\ REVISION TOP OF WALL T.O.C. (2) #4 TOP BARS— PROVIDE 90' BEND @ THE ENDS, (TYP) / /. ,/ /.\ / /•< (' /< /, C/" SCALE: 1/2 =1 BY APPROVED SECTION SCALE: 1/2 " =1' -0" DAZE ST EXISTING CONCRETE PAD WBsTC, ANCHOR BOLTS INTO !`'ALL NOT SHOWN FOR CLARITY X3/4" GROUT ° (. 114: /8" CONCRETE WALL r a ,a —n" REVISION COMPACTED SAND & GRAVEL 4 "I 8" - 3 /4 "O..STD "J" ANCHOR BOLT NEAR AND EAR FACE, (TYP) REINFORCEMENT NOT SHOWN FOR CLARITY r FIN. GRADE EL VARIES APPROVED DATE (2) 3/4 "0 J BOLT 12" MIN EMBEDMENT # @ 12" O.C. HORIZ. EF., STAG. —� 1 1/2" CLR e COOLING TOWER 5/8 "0 MOUNTING BOLT —(2) #4 TOP BARS - #4 ®12" O.C. VERT. EF., STAG. EPDXY EMBED W/ HILTI HY (150 ) 12" MIN. INTO CONC. PAD 1 1/2" CLR ROUGHEN THE SURFACE ,TO 1/4" AMPLITUDE, CLEAN ALL DIRT AND DUST AND APPLY BINDING AGENT NT DRAWN DATE .'.'. '� ACCEPTABILITY K.BUN 3.28.O1 . THIS DESIGN AND /OR CRECKED SPECIFICATION IS APPROVED 1 M•ABDI'. 'UIX( 3.28.01.. E E APPROVED B DEPT. DATE CHECKED APPROVED APPROVED SUBTITLE COOLING TOWER FOUNDATION PLAN AND SECTIONS TITLE STRUCTURAL MASTER BUILDING 9 -77.1 COL. LEGEND GENERAL NOTES . ALL WORK SHALL SHALL CONFORM TO THE UNIFORM BUILDING CODE, 1997 EDITION, AS AMENDED AND ADAPTED BY THE CITY OF TUKWILA. 2. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE BEGINNING WORK AND SHALL NOTIFY THE BOEING CONSTRUCTION MANAGER OF ALL DISCREPENCIES BETWEEN THE CONTRACT TPAWINGS AND ACTUAL FIELD CONDITIONS. 3. DESIGN LOADS: COOLING TOWER OPERATION WT 3410 LBS WIND 80 MPH, EXPOSURE B SEISMIC Z = 0.3, ZONE 3 I= 1.0 4. CONCRETE SHALL HAVE THE FOLLOWING MINIMUM PROPRERTIES: T'c = 4000 PSI AT 28. DAYS; 5 1/2 SACKS OF CEMENT PER CUBIC YARD; 50 +1% ENTAINED AIR. 7/8" MINUS COARSE AGGREGATE; 4" MAXIMUM SLUMP. CONCRETE MIX SHALL CONTAIN A WATER REDUCING ADMIXTURE. MIX, PLACE, CONSOLIDATE, AND FINISH CONCRETE IN ACCORDANCE WITH UBC CHAPTER 19, ACI 301, ACI 302, AND ACI 318. SUBMIT MIX DESIGNS TO THE BOEING CONSTRUCTION MANAGER FOR APPROVAL TWO WEEKS PRIOR TO PLACING CONCRETE. WET CURE ALL CONCRETE FOR 10 DAYS MINIMUM THEN APPLY, TWO COATS OF AN APPROVED, CONCRETE CURE-SEAL-HARDENER. 5. REINFORCING S EEL SHALL CONFORM TO ASTM A615 GRADE NO DEFORMED. LAP CONTINUOUS REINFORCEMENT 2' -O" MINIMUM. DETAIL, FABRICATE, AND PLACE REINFORCEMENT IN ACCORDANCE WITH THE UBC CHAPTER 19, ACI 318, AND. ACI 315. 6. STRUCTURAL 1 . STEEL:. PLATE, BAR, AND ROLLED SHAPES SHALL CONFORM TO ASTM ! 036, FY = 36 1(51. DETAIL, FABRICATE, AND ERECT STEEL IN ACCORDANCE, WITH THE UBC CHAPTER 22, AISC SPECIFICATIONS AND CODE' OF STANDARD PRATICE, AND AWS D1.1. WELDING SHALL BE BY 1VABO , CERTIFIED WELDERS USING E -70 SERIES, LOW HYDROGEN ELECTRODES. BOLTED CONNECTIONS SHALL BE MADE USING 5/8" DIAMETER MINIMUM HIGH STRENGTH BOLTS (HST) CONFORMING TO ASTM A325, SLIP - CRITICAL (SC). CLEAN STEEL OF ALL FOREIGN SUBSTANCES INCLUDING LOOSE RUST, MILT. SCALE, OIL, GREASE AND DIRT IN ACCORDANCE WITH, SSPC -SPI AND SP3. SHOP PRIME ALL STEEL WITH AN APPROVED RED OXIDE PRIMER EXCEPT DO NOT PAINT STEEL WITHIN 3" OF FIELD WELDS OR HSB CONNECTIONS. 7. SPECIAL INSPECTION IN ACCORDANCE WITH UBC SECTION 1701 SHALL BE PROVIDED FOR: A) ALL DRILLED CONCRETE ANCHORS (B) ALL REINFORCING STEEL ((C)) ALL CONCRETE 8. ALL MATERIAL SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S WRITTEN RECOMMENDATION. CONSTRUCTION NOTES D- FOR INFORMATION ON COOLING TOWER, SEE MECHANICAL DRAWINGS. MAX. OPERATING WEIGHT OF THE UNIT IS 3140 LBS. i 0 I 0 g5 D.0 CURRENT REVISION JOB No. OWG NO. SYMBOL SHEET! 5502 703545 -00 9 -77 -5502 CITY 5 KD 3U 13 '3471 j TIOI I i TO c 11 DATE COMP! N0. T M5 2001 C-0" 4' -0" 6' -0" „b/ o —,z I Z/ l —,b „b /i o —,z 5' -0" _ /// 8" CONCRETE STEM WALL,(TYP) 1 ON TOP OF THE WALL (TYP) TLINE OF TOWER I I V CCOOL NG OF I TOWER I i — 1 AIR INLET 5 /8 "M MOUNT NG `I AIR SIDE HOLES, (TYP) I SITE SYM PLAN- COOLING TOWER FOUNDATION EXIST CONC. PAD #4 @12" O.C. HORIZ. SLAG EF #7 O 12 EXISTING SECTION SCALE: 1"=1 —0" B S502 7\ \i \ \>\ REVISION TOP OF WALL T.O.C. (2) #4 TOP BARS— PROVIDE 90' BEND @ THE ENDS, (TYP) / /. ,/ /.\ / /•< (' /< /, C/" SCALE: 1/2 =1 BY APPROVED SECTION SCALE: 1/2 " =1' -0" DAZE ST EXISTING CONCRETE PAD WBsTC, ANCHOR BOLTS INTO !`'ALL NOT SHOWN FOR CLARITY X3/4" GROUT ° (. 114: /8" CONCRETE WALL r a ,a —n" REVISION COMPACTED SAND & GRAVEL 4 "I 8" - 3 /4 "O..STD "J" ANCHOR BOLT NEAR AND EAR FACE, (TYP) REINFORCEMENT NOT SHOWN FOR CLARITY r FIN. GRADE EL VARIES APPROVED DATE (2) 3/4 "0 J BOLT 12" MIN EMBEDMENT # @ 12" O.C. HORIZ. EF., STAG. —� 1 1/2" CLR e COOLING TOWER 5/8 "0 MOUNTING BOLT —(2) #4 TOP BARS - #4 ®12" O.C. VERT. EF., STAG. EPDXY EMBED W/ HILTI HY (150 ) 12" MIN. INTO CONC. PAD 1 1/2" CLR ROUGHEN THE SURFACE ,TO 1/4" AMPLITUDE, CLEAN ALL DIRT AND DUST AND APPLY BINDING AGENT NT DRAWN DATE .'.'. '� ACCEPTABILITY K.BUN 3.28.O1 . THIS DESIGN AND /OR CRECKED SPECIFICATION IS APPROVED 1 M•ABDI'. 'UIX( 3.28.01.. E E APPROVED B DEPT. DATE CHECKED APPROVED APPROVED SUBTITLE COOLING TOWER FOUNDATION PLAN AND SECTIONS TITLE STRUCTURAL MASTER BUILDING 9 -77.1 COL. LEGEND GENERAL NOTES . ALL WORK SHALL SHALL CONFORM TO THE UNIFORM BUILDING CODE, 1997 EDITION, AS AMENDED AND ADAPTED BY THE CITY OF TUKWILA. 2. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE BEGINNING WORK AND SHALL NOTIFY THE BOEING CONSTRUCTION MANAGER OF ALL DISCREPENCIES BETWEEN THE CONTRACT TPAWINGS AND ACTUAL FIELD CONDITIONS. 3. DESIGN LOADS: COOLING TOWER OPERATION WT 3410 LBS WIND 80 MPH, EXPOSURE B SEISMIC Z = 0.3, ZONE 3 I= 1.0 4. CONCRETE SHALL HAVE THE FOLLOWING MINIMUM PROPRERTIES: T'c = 4000 PSI AT 28. DAYS; 5 1/2 SACKS OF CEMENT PER CUBIC YARD; 50 +1% ENTAINED AIR. 7/8" MINUS COARSE AGGREGATE; 4" MAXIMUM SLUMP. CONCRETE MIX SHALL CONTAIN A WATER REDUCING ADMIXTURE. MIX, PLACE, CONSOLIDATE, AND FINISH CONCRETE IN ACCORDANCE WITH UBC CHAPTER 19, ACI 301, ACI 302, AND ACI 318. SUBMIT MIX DESIGNS TO THE BOEING CONSTRUCTION MANAGER FOR APPROVAL TWO WEEKS PRIOR TO PLACING CONCRETE. WET CURE ALL CONCRETE FOR 10 DAYS MINIMUM THEN APPLY, TWO COATS OF AN APPROVED, CONCRETE CURE-SEAL-HARDENER. 5. REINFORCING S EEL SHALL CONFORM TO ASTM A615 GRADE NO DEFORMED. LAP CONTINUOUS REINFORCEMENT 2' -O" MINIMUM. DETAIL, FABRICATE, AND PLACE REINFORCEMENT IN ACCORDANCE WITH THE UBC CHAPTER 19, ACI 318, AND. ACI 315. 6. STRUCTURAL 1 . STEEL:. PLATE, BAR, AND ROLLED SHAPES SHALL CONFORM TO ASTM ! 036, FY = 36 1(51. DETAIL, FABRICATE, AND ERECT STEEL IN ACCORDANCE, WITH THE UBC CHAPTER 22, AISC SPECIFICATIONS AND CODE' OF STANDARD PRATICE, AND AWS D1.1. WELDING SHALL BE BY 1VABO , CERTIFIED WELDERS USING E -70 SERIES, LOW HYDROGEN ELECTRODES. BOLTED CONNECTIONS SHALL BE MADE USING 5/8" DIAMETER MINIMUM HIGH STRENGTH BOLTS (HST) CONFORMING TO ASTM A325, SLIP - CRITICAL (SC). CLEAN STEEL OF ALL FOREIGN SUBSTANCES INCLUDING LOOSE RUST, MILT. SCALE, OIL, GREASE AND DIRT IN ACCORDANCE WITH, SSPC -SPI AND SP3. SHOP PRIME ALL STEEL WITH AN APPROVED RED OXIDE PRIMER EXCEPT DO NOT PAINT STEEL WITHIN 3" OF FIELD WELDS OR HSB CONNECTIONS. 7. SPECIAL INSPECTION IN ACCORDANCE WITH UBC SECTION 1701 SHALL BE PROVIDED FOR: A) ALL DRILLED CONCRETE ANCHORS (B) ALL REINFORCING STEEL ((C)) ALL CONCRETE 8. ALL MATERIAL SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S WRITTEN RECOMMENDATION. CONSTRUCTION NOTES D- FOR INFORMATION ON COOLING TOWER, SEE MECHANICAL DRAWINGS. MAX. OPERATING WEIGHT OF THE UNIT IS 3140 LBS. i 0 I 0 g5 D.0 CURRENT REVISION JOB No. OWG NO. SYMBOL SHEET! 5502 703545 -00 9 -77 -5502 CITY 5 KD 3U 13 '3471 j TIOI I i TO c 11 DATE COMP! N0. T M5 2001 BOS EL 114 M� „VL 1JMH u9 1 31 3 2 n .4- �I � ' U -3 1/2" _' MI 28/28 � MI /OA BOD EL 112' 0 0 n O 6 HWS ' O o 6 "x4" 6 HWS 1 1/4 "G BOP EL 11) 0' BOP EL 103' -O' } n } 6" HWS 1 1/4 "G i2 HWR�y 1 1 4 "G i i h 4" am_ I. ! I ppp 4 " HWR . 4" HWR o • BOP EL 103' . 8" CTS ' It (' } 4 HWS (TYP) r 1 1 /4 " G 6 " x4 " () I IN U II_1 _j!1_ I�I� -�1�� 1 ��' T. U ��_ T U Mil"'" I_ FIN FLOOR EL 100' -0" Cm 1/4" A 2 1/2" CW CONDUCTIVITY SENSOR M-2 Q ` K N U 2 S ip N � c0 cD 8" CTS 1 1/2" CW 1 3/4" C 8 "0 J ( 13 °4 3/4" CF BACKFLOW PREVENTER 1 1/2" PW BELOW 4" CTR RELIEF VALVE & VENT PIPING PRV STATION FILL WATER SEE M -6 COALESCING FILTER F -1 & BYPASS DDC SLAVE PANEL 5' -0" MIN AIR VENT 8" CTS 8" CTS 8" CTS SHOP AIR REFRIGERATOR AIR DRYER SEE DETAIL M -21 M -22 M -2 MECHANICAL ROOM PLAN SCALE: 1/4" 1' -0" DDC PANEL 1 1/4" CHWS 1 1/4" CHWR ® V 2 REVISION 2" ISOLATION VALVE / r- "MUELLER "1 GAS LUBEOSEAL --�� 1 TO AND FROM COOLING TOWERS 13" FLUE 'UP PROVIDE DRAIN FITTING AND CLEAN -OUT AT BOTTOM OF STACK 3/4" PW SEE SHT M -6 PRV STATION (BELOW) FILL WATER SEE SHT M -5 FOR INTAKE LOUVER & DUCTWORK SEE SHT M -29 3/4" AIR VENT M - 2 LOUVER SEE SHT M -29 GAS METER & REGULATOR RELIEF VENT 2 112" CW PRESSURE REDUCING STATION SEE DET I- M - 2 t 8" FP (REF) FOR FP PIPING SEE FP -02 25 v SYM A REVISION CONVERT MYLAR DWG 10 ACAD FORMAT INSTALL (2) CHILLERS J #703545 -00 BY APPROVED DATE SYM ML SMITH C HARRAH 29- JAN -01 C HARRAH 04.04.01 BY APPROVED DATE MECH CHASE 1 1/2" CW L.P. DRAIN FIN FLOOR EL 100' -0" v �BOE /NG° O BOS EL 114' -9j/2" SECTION SCALE: 1/4" = 1' -0" M-2 BOP • 8 CTS ~INHIBITOR TANK BIOCIDE TANK SECTION SCALE: 1/4" = 1 0 1 1/2" PW E 110' -0" / 6" CTR BP 1 SECTION (� SCALE: 1/4" = 1' -0" BOP EL 111' -0" BOP EL 109' -0" 4" BUTTER' 4" MILWAU IBBM CHEC GRISW D VALV E #33 IN FLOOR EL 100' -0" VALVE F2974M VALVE - NTROL 935GPM 4" FLGD. RUBBER ISOLATOR AIR VENT (TYP) 4" BUTTERFLY VALVE 4" CONTROL VALVE 4" FLANGED RUBBER ISOLATOR F VALVE; 4" CTS P.O.C. 4" CTR 4" CTR 4" CTS .' 122:0' P.0.C. P.O.0 SECTION SCALE: 1/4" = 1' -0" NOTE: 4" CTR P.O.C. CONSTRUCTION NOTES .REMOVE EXISTING EXISTING CHILLERS AND INSTALL NEW BOEING OWNED TRANE CHILLERS MODEL RTBA-i0O. REMOVE THREE WAY VALVE. INSTALL 4" SPOOL IN CTR PIPE. INSTALL 4" FLANGE CAP ON CTS PIPE. O. REMOVE EXISTING CONTROL VALVE AND INSTALL NEW CONTROL VALVE WITH AMRI DYNACTAIR MODEL 12 SPRING RETURN ACTUATORS. 24V AC CONTROL FROM CHILLER CONTROL PANEL AND PNUMATIC POWER FROM BUILDING. ® CONNECT EXISTING 4" COOLING TOWER SUPPLY AND RETURN LINES TO NEW CHILLER. USE VICAULIC GROOVED FITTINGS. : REMOVE EXISTING CONTROL VALVE AND INSTALL NEW CONTROL VALVE WITH AMRI DYNACTAIR MODEL 12 SPRING RETURN ACTUATORS. 24V AC CONTROL FROM CHILLER CONTROL PANEL AND PNUMATIC POWER FROM BUILDING. © CONNECT EXISTING 4" CHILLED WATER SUPPLY AND RETURN LINES TO NEW CHILLER. USE VICAULIC GROOVED FITTINGS. PROCURE RENTAL CHILLER FROM AGGREKO INC. AND HOOK UP TO EXISTING CHWS &R LINES PRIOR TO TAKING EXISTING CHILLERS OR COOLING TOWERS OFF LINE. RENTAL CHILLER TO BE USED UNTIL NEW CHILLERS AND COOLING TOWER ARE OPERATIONAL. OD EL 112' -0" 3 y d 1 D EL 109' -0" ` R b 4" HWS I TO DRAIN M -2 AWL v INTAKE DAMPER 129 30" x 84" VENT AIR 130" x 84" MB. AIR 2" 0 -6" HWS FROM CPT 6" HWS ai 4" HWR " G BOILER FLUE 13 "0 a NI M 111 1 BOILER FLUE 13 "0 4" CTR - \ I BOP E L 109' -0" k� ! 1 1 ',1 BOP EL 108' -0" (,14 1 6 . " CTR TO CV -3 TO CV -4 8" CTS EL 101' FURNISHED WITH BOILER rvio : ( -o �s 3/4' PVC 5CHD. 80 (TYPICAL) '9 DRAIN VALVE METER & - 7 DAY - CLOCK FLOW TO 'i'HTG CHEM FEED r 1 FLOW FROM CHEM FEED DUPLEX ELEC BALL VLLVALVE „ • OUTLET 1" PVC SCHD. 80 TEST RACK CHEMICAL FEED SYSTEM SCALE: NONE M -2 Of RO U� ) • \\ 30 1 VC"‘ � \ rw1L0 . ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS, APPROVED APPROVED BY DEPT. DATE DRAWN BE &C ENGINEERS CHECKED ENGINEER CHECKED APPROVED APPROVED DATE SUBTITLE MECHANICAL ROOM PIPING PLAN, SECTIONS & DETAILS TITLE MECHANICAL MASTER BUILDING 9 -77 COL. M- R/13 -17 SITE CURRENT— RR! ;11V 703545 -00 SYMBOL A SHEET M-2 JOB N0. 703545 -00 DATE 04.04.01 RECEIVEC CITY OF TUKYJ;;,i COMP NO. MAY 1 5 20L DWG N0. 109 - 077 -4008 PERMIT CENTER WAS 109-077-4492-M17 m II/ � . GT J I Milliii-- II gi _u 1" PW PW 1° II M -4 11 ati v NOTE: CONSTRUCTION NOTES REMOVE EXISTING COOLING TOWERS AND INSTALL NEW BOEING OWNED BALTIMORE AIRCOIL MODEL FXT -58 COOLING TOWERS INSTALL PIPING TO NEW TOWERS PER DETAIL, & DETAIL B M -4 M -4 O- INSTALL NEW ELECTRONIC WATER LEVEL CONTROLS INSULATE ALL OUTDOOR PIPING WITH 1" FIBERGLASS INSULATION WITH .016 ALUMINUM JACKET. HEAT TRACE PER ELECTRICAL DRAWINGS. PROCURE RENTAL CHILLER FROM AGGREKO INC. AND HOOK UP TO EXISTING CHWS &R LINES PRIOR TO TAKING EXISTING CHILLERS OR COOLING TOWERS OFF LINE. RENTAL CHILLER TO BE USED UNTIL NEW CHILLERS AND COOLING TOWER ARE OPERATIONAL. INSTALL (2) CHILLERS SCALE: NONE REFLECTOR PIT FLOOR DUPLEX SUMP PUMP (ONLY ONE PUMP SHOWN) REVISION CONVERT MYLAR DWG TO AUTOCAD SCALE: NONE 8" EQUALIZING VALVE SLEEPER SUPPORT (TYP) BUILDING WALL ELEV 73' -0'" LAG PUMP ON ELEV 71' -6" LEAD PUMP ON STEEL COVER ELEV 75' -0" REFLECTOR PIT FLOOR J #703545 -00 n . . ar . I n Ir1111 VBI�n. n —n v 6 CTS 2'V VENT PIPING UNDERGORUND.AND. 6" ABOVE FINISHED GRADE SHALL BE CAST IRON. ABOVE GROUND VENT PIPING SHALL BE GALV. STEEL.. SECTION SCALE: NONE M -4 4" SAN HUB (TOP) n41 I II I �I I n 25n 1. I1 f1 II — GRADE BY M SMITH C HARRAH APPROVED HARRAH 4 "0 PIPE FLR ELEV 80' -0" 10" SALO SLEEVE /WITH WATERSTOP 6' FIRE DRAIN I.E. 70' -0" LINK SEAL CONCRETE SUMP DATE 26— JAN -01 04.04.01 ELECTRONIC WATER LEVEL CONTROL ,,-- OVERFLOW & DRAIN D (TYPICAL) 4" CTR 4" CTR 8" CTS 1" PW �C M FOR CONTINUATION SEE SHEET M -17 COOLING TOWER - PARTIAL PLAN REFLECTOR PIT SUMP PUMP DETAIL M -051 M -4 M -0 BY —PASS (TYPICAL) D REVISION GRADE ELECTRONIC WATER LEVEL CONTROL (TYP) BY —PASS (TYP) ---4 1" PW C+ C I OVERFLOW & DRAIN (TYP) —� DRAIN TO SAN. SEWER (TYP)SEE '.M —O6 DRAIN TO SAN. SEWER SEE M -06 ACCESS 1" PW OVERFLOW— DRAIN— W.L. CONTROL 4 "CTR H.P. VENT 0 `I0— r4" CTR SECTION ( SCALE: NONE 2 1/2'5, TERMINATE MIN. ��10' ABOVE FINISHED GRADE sW 6' CTS APPROVED 4" CTR 1" PW 4' CTR DATE SECTION re SCALE: NONE M -4 4" CTR SECURE VENT TO 4" CTR PIPE —4 "CTR CONCRETE SLEEPER SUPPORT (TYP) ce:Lisnoweiv 8" EQUALIZING VALVE 4" CTR 1" PW REQ'D 1 1 2 2 ITEM BILL OF MATERIAL ACCEPTABILITY THIS DESIGN AND /OR. SPECIFICATION IS APPROVED APPROVED BY 3/8" BRONZE BALL VALVE, TEFLON SEATS & SEALS REQ'D, 150 LB. W.O.G., WORCHESTER "ECONONIZER" OR EQUAL. 3/8" TEE, BLACK MALLEABLE IRON. 3/8" STREET TEE, BLACK MALLEABLE IRON. 1/4" QUICK DISCONNECT SOCKET, PARKER HANNIFIN TRU —FUSE MO. 22E OR 822E 'OR CEJN 3100C4 -4D WITH AMERICAN STANDARD PIPE THREAD, 3/8" MPT - 1/4" QUICK DISCONNECT. 3/8" BLACK MALLEABLE IRON UNION. CONNECT TAP 3' - DOWNSTREAMOF PRV JORDAN °MARK 600 DEPT. DATE 2 1/2" CW �. 3/4" A 1� li AIR CYLINDER PIPING SCALE: NONE DRAWN BE &C ENGINEERS CHECKED ENGINEER CHECKED APPROVED APPROVED DATE 6" LONG UNISTRUT STAND —OFF. P -1000 W/ P -1109 PIPE CLAMP, TYP OF 2 DUPLEX IAIR SCALE: NONE 1 1/2" BY —PASS VALVE' TITLE OUTLET DETAIL SELF — OPERATED PRV1 1/2 \ BRONZE ACTUATOR "1035" ` 2" STRAINER SET FOR 60 PSIO OUTLET DETAIL SCALE: NONE M-17 M-4 DRAIN VLVE OILER MONNIER OR EQUAL FOR CONTINUATION SEE AIR CYLINDER SCHEMATIC SHT H -5 MECHANICAL, MASTER NOTE: ELL N ROTATED BEE ATED EE FOR DRAWING CLARITY 12" x 3/8" x 90' REDUCING ELL 3/8" BALL VALVE 3/8" UNION 3/8" STREET ELL, TYP INSTALL AT 45 ANGLE TO WALL SURFACE M -17 thru M—-4 ' SCHEMATIC M -151 M -4 BUILDING 9 -77 QUICK DISCONNECT SOCKET AT 45' ANGLE TO WALL (TYP) 5' —O" AFF 5' -0" AFE SUBTITLE COOLING TOWER PLAN AND PIPING DETAILS tn:/'1: 5 D.0 CURRENT REVISION SHEET JOB NO. DWG NO. '703545 -00 SYMBOL M -4 703545 -00 CITY Of TUNWEA ,ppROVED, JUN 13 2 DATE 04.04.01 COMP N0. RCC�IVED clTV of Tulro.�, a MAY 1 5 2001 109- 077..4000 —M4 PERMIT CENTER WAS 109 -077- 4300 -M25 I C003 Cl21 I C001 0122 1 A001 C123 1 A102 INPNT CI31 I A101 INPNT CI32 I C101 INPNT A101 I C004 A102 I C002 STRCO I A002 STRCO I A104 INPNT, STRCO I A103 INPNT ' I C102 INPNT STRCO t C101 INPNT I C101A INPNT I CO33 DC01 A103 DC01 _L C101 INPNT A101 INPNT A102 INPNT SL12 A103 INPNT SL12 A104 INPNT DCO1 CO34 DC01 A104 CWP 1 C102 INPNT CWP 3 A145 INPNT.. CHWP 2 A146 INPNT CHWSTEMP AI47 INPNT SS MAINT A148 INPNT SS MAINT STRCO INPNT INPNT STRCO INPNT INPNT STRCO INPNT STRCO INPNT INPNT STRCO INPNT STRCO INPNT AOOUT DC01 5L13 DC01 SL13 DC01 SL13 DC01 SL13 DC01 SL13 DC01 SL13 DC01 SL13 I DC01 SL13 DC01 SL13 DC01 SL13 DC01 SL13, DC01 SL,I3 DC01 SL02 DCO1 SLO2' DC01 5L12 DCO1' SLOP DCO1 SL12 DC01 SL12 DCO1 SL12, DC61 SL12 DC01 SL12 DC01 SL12 DC01 SLO1 DC01 SL12 DC01' SL12 DC01 SL12 DCO1 SL12 DC01' SL12 all V L V CTIFANSS CT1FANAO CT1 RPM CT1 SUMP CT1ALARM CT2 VLV CT2FANSS CT2FANAO CT2'RPM CT2 SUMP CT2ALARM ' CHEMPMPI CHEMP2 MP CHLR1 SS CHLR1 LD 1CHLRALM EVAP 1 S EVAP 1 R CORD 1 S COND 1 R CHLR2 SS CHLR2 L0 2CHLRALM EVAP 2 S EVAP 2 R COND 2 S COND 2 R SS SS AO AI. AI ALARM SS SS AO : AI AI' :. ALARM STATUS STATUS ! SS AI' ALARM AI Al : Al ',. AI SS� AI ALARM AI AI AI Al CO21 Cl21 CO22 0122 CO23 C123 CO31 CI31 CO32 CI32 A101 A102 STRCO INPNT STRCO INPNT STRCO INPNT STRCO INPNT STRCO INPNT INPNT INPNT DC01 SL12 DC01 SL12 DC01 SL12 DC01 SL12 DC01 SL12 DCO1 SL12 DC01 SL12 CWP 1 CWP 2 CWP 3 CHWP 1 CHWP 2 CHWSTEMP CHWRTEMP SS MAINT SS MAINT SS MAINT SS MAINT SS MAINT Al Al SUMP TEMPERATURE CT -1 °- COOLING TOWER CHEMICAL FEED PUMP VFD O SS C) AO 3 RPM�I c) c*9 f)(NW 39 40 43 44 REVISION BY APPROVED DATE YM 13 REVISION SUMP TEMPERATURE APPROVED CT- 2 COOLING TOWER 0 DATE CHEMICAL FEED PUMP VFD CWP CWP' ArszezAwe SS 15 LOAD 17 ALARM CHILLER - 2 CTR 0 • C' V/ 6 ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE EVAPORATOR CONDENSER N • 10 it 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 I I I I I I I I I I I I I I I I I I DRAWN R .. HENRY CHECKED C . HARRAH ENGINEER C HECKED A PPROVED A PPROVED CTS I ❑ CV /8 DATE 04.16.01 04.16.01 SUBTITLE TITLE CTR CV /5 MECHANICAL MASTER N,❑, 2 CV /7 EVAPORATOR CHILLER -1 CONDENSER 27 I CTS n f OgS CHILLER CONTROLS BUILDING 9 -77 DEV. CTR. URRENT REVISION OB NO. WG NO. SYMBOL CM -201 TIDY 06 11.100 PRDVE SUN 13 ASP DATE COMP N0. 109 - 077 - 6000 -CM201 flt'I (ii7�HY: 4 MAY 15 01 81 11 6 80A'. 80A 5. 10 2 40A.. 100A I I'4 9 1 ST I 100A 40A 12 100A 7 80A I 5 : 100A '', : 3 100A 1 t00A 16 300A' ' 14 1 y 5 18. \ 225A 20 15 400A: 13 400A 17 \ 225A. 19 '.. 225A SYM A THIRD FLOOR POWER PNL 3015 -3 SECOND FLOOR FIRST FLOOR CHILLER REPLACE 6 TON BRIDGE CRANE REVISION L®I! POWER PNL 2015 -1 E� Ci�l POWER PNL 1C15 -1 J# 703545 - 02 POWER PNL 4M16 -1 POWER PNL 3015 -1 BY CHOLA MACHINE SHOP PNL 3M16 -2 APPROVED DO 45KVA 3T9 MACHINE SHOP PNL 3M16 -1 DATE 28-MAR-0 LIGHTING PNL 3015 -2 LIGHTING PNL 2015 -2 LIGHTING PNL 1C15 -2 SYM PNL 3C14 45KVA 4T10 SPECIAL LIGHTING 25 TON C� TWSTLOCKS PNL 489 O HOIST ® ® UPPER TURNTABLE TRUSS SPACE HOIST © O HO 2 S TT & ON TRAVEL & TRAVEL TON PNL X4E8 -2 EF -1 EF -2 EF -3 EF -4 L TFOR ® ELEVATOR R ® DOOR V 0009 CHAMBER ® DOORR CHAMBER O C RRER 45KVA 3T13 SOL. XFR 100Ax3 COMPUTER KM TRANSCEIVER'S. PIT TRANSCEIVER P,IT PNL 1C14 -3 PNL 1D2 -1, LIGHTING. PNL 1D2 -2 REVI N 60 45KVA p 30KVA 1T3 1T2 APPROVED 100 480V,100A 480V,100A ® 6 TON BRIDGE CRANE 30KVA 0 45KVA 175 1T12 LOWER TURNTABLE PNL 1E8 DATE '.. LOWER TURN TABLE PNL 1E4 T' 75KVA UPPER TURNTABLE PNL X4E8- TURNTABLE FEEDRAIL ❑T iSKVA 4XTB MCC PANEL COMPUTER. RM PNL 1C14 -2.. 0,t_47,49:EzAw. E' 1N16-1 75KVA 1P15 480Y/277Y FROM SUBSTATION EMERGENCY UGHTING PNL X1N16 -2 CHILLER # ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION. IS APPROVED APPROVED BY DEPT. DATE CHILLER #2 225A 30 460V 225A 30 460V' T 3OKVA 1 XT6 EMERGENCY PNL, X1N16 -1 DRAWN "' KYLE HO NGINEN,R CHECKED J VAVREK AA ROVV€D APPROVED A WHITSON HVAC MCC.. 1P17 TATS 4950/2773 EMERGENCY POWER FROM I IC I, GENERATOR IN BUILDING' 9i 007) I ATE 6 -23 -98 6 -30 =98 6 -30 -98 TO EMERGENCY POWER �` MOTOR CONTROL CENTER MCC XP.16 SEE SHT E- 05B .MYLAR ITLE ELECTRICAL MASTER 1 9 -77 SDBT ELECTRICAL RISER DIAGRAM DISTRIBUTION LEGEND CJI,, 120/2080 DISTRIBUTION PANEL W /SHUNT TRIP 480/277V PANEL BOARD ES DISCONNECT SWITCH CO TRANSFORMER, SIZE AS INDICATED ® MOTOR — H CONTACTOR E❑ POWER LINE FILTER (SIZE AND TYPE AS NOTED) SEE DETAIL 3, SHEET E -177 GENERAL NOTES REFER TO SINGLE LINE DIAGRAM FOR SPECIFIC MAILS, SHEETS E -05A & E -05B. CONSTRUCTION NOTES D- FOR REFERENCE AND FOR YOUR RECORD ONLY. SEE DRAWING 9.77 -1E110 REV. ''A" FOR CONSTRUCTION NOTES. CRTI Of TJKW1LH APPROVED JUN 1 3 2G1!1 AS NOTED aq,11L 5 D(` REIFEIRENCE DRAWINGS 9.7741E110'. DC CURRENT REVISION .SYMBOL J# 703545 -02 SHEEP E4 JOB N0, DWG NO., 9- 77 -E4- DATE. 28- MAR -01 REGEIJ nsv nr .��n COMP um 1 5 2001 PERU, CENTER 1C15 -1/39 1C15-1 41 50VA,1' 50VA,1 PH, C15- 1/1,3,5,7 1C15- 1/14,16,18 18c DED EF -11 17 1Ci5- 1/17,19 X1N16/1 ELEVATOR FIRE ALARM PNL. 1C15— /25,27,29 0 FCU -6 PNL X1N16 -1 1C15- 1/10,37 FOR COMPU ER ROOF SEE 9 -77— E500 C15- 1/13,15. MEMi['iil■ eismiswilimakiall haft! F — 1I1°J1� WP I� 4a'• 2/C TO B LL '19 HER CO H/14 - CYPHER LOCK TO FOOT SW b HRU KEY SW .PNL DOOR OPENER 1.5• ��' J' --- - -- 1C15 -1/16. SEE BELL DETAIL (MYLAR) JBOX W /BELL RELAY & 24VAC XFRM 2/C SHIELDED CARLE TO "CALL:'. BELL" SW ® COL. E.7/17: 1 5 -1 /29 WP • CHOLER CH LER TP15/14,16, 18 1I • o 20 Lt: 1P1.5/29c 1 IiP15/13,15,17 3515-1/37,39 FLOOR PLAN 1 / 1 , —S ' 10 1P15/' SERVICE FOR ADDITIONAL RECEPTS ON EMERG. NOTE: SEE DWG 109 - 077 - 2001 -E6A SOBTITLEI 1 -085 Mbb LEGEND: 15A, 125V, 1 PHASE, DUPLEX RECEPTACLE 20A, 125V, 1 PHASE DUPLEX RECEPTACLE pt )5A, 125V, 1 PHASE DUPLEX RECEPTACLE (DEDICATED) E 15A, 125V, 1 PHASE, DUPLEX RECEPTACLE DROP ▪ 30A, 125V, 1 PHASE, TWISTLOCK RECEPTACLE (5A, 125V, 1 PHASE, 4 —PLEX RECEPTACLE $ SINGLE POLE TOGGLE SWITCH ® 120/208V DISTRIBUTION PANEL AT TRANSFORMER, CAPACITY, PHASE & VOLTAGE AS SHOWN =�C} DISCONNECT SWITCH, NON— FUSED, XX AMPERES ® MOTOR STARTER, MANUAL O 115V MOTOR (SIZE AS NOTED) 00 208 OR 230V MOTOR (SIZE AS NOTED) 30A, 120/208V, 3 PHASE RECEPTACLE GENERAL NOTES: 1.) O I CONDUIT TO BC 1/2" EMT UNLESS OTHERWISE NOTED. 2.) ALL WIRE TO GE M12 THWN UNLESS OTHERWISE NOTED. 3.) THE FOLLOWING COLOR CODING OF CONDUCTORS SHALL BE OBSERVED ON ALL CIRCUITS 600 VOLTS OR LESS. 120/2000 277/480V "A" PHASE (LEFT BUS IN PANEL) BLACK BROWN "0" PHASE (CENTER BUS IN PANEL) RED ORANGE "C" PHASE (RIGHT BUS IN PANEL) BLUE YELLOW NEUTRAL WHITE GRAY EQUIPMC :T GROUND GREEN 4.) LARGE SIZE CONDUCTORS WHICH DO NOT HAVE COLORED JACKETS SHALL BE IDENTIFIED WHEREVER VISIBLE By APPROPRIATELY COLORED TAPE. 5.) ALL UNUSED CONDUIT AND WIRE TO BE REMOVED BACK TO SOURCE. INCLUDING PLUG -IN CIRCUIT BREAKERS ON BUSWAY. 1 6.) FEEDERS TO PANELS AND'BUSWAYS SHOWN ION SHEETS E2 AND E3 7.) DYMO LABEL ALL RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC., WITH CIRCUIT IDENTIFICATION. 8.) INSTALL REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. CONSTRUCTION NOTES AT PNL 1P15/29,31, REPLACE (I) 20A 2P BREAKER W /(2) 20A 1P BREAKER AND EXTEND CKT 29c TO THE CONTROL CABINETS OF CHILLER # & 2. LABEL J —BOX WITH CIRCUIT IDENTIFICATION AND POST, REVISED PANEL SCHEDULE. SEND, AS —BUILT DRAWING SHOWING ANY DEVIATION FROM THIS DESIGN TO PLT ENGR, G. A. HARRISON. M/S 89 -14. Tel# 773 -2797. 9 fEYIPLAN 7 010 1A6 ,-16 6m !M1U NU I LD FAG D 3/22/01 SYUBOL DATE i..1 S. A ADA PWR ASSIST DOOR OPENER J #774245 -00 HO C LOWER ENCLOSURE J #784774 —LO 12A15 POWER CHANGE D CHILLER CHANGE REVISION BY HOWARD VAVREK J #70057500 J# 703545 -02 GBOLA APPROVED DO DATE VAVREK 2 -17—SB 2 -25 -98 02/21/00 SYM WHITSON MOORE 3/27/01 REVISION B Y APPROVED FA'CILITIES'' DEPARTMENT DRAWN'. ACCEPTABILITY KYLE HO IT DESIGN AND /OR SPECIFlCAPON IS'APPROVED APPROVED BY ' DEPT.', DATE CHECKED', ENGR CHECKED JOHN J. VAVREK APPROVED APPROVED �A. WHITSON 02/03/98 02/05/98 PILE 120/208 VOLT POWER'. BLDG :9 -77 52/55/98 ELECTRICAL MASTER COL .:A- R/12 -18 DWG D.C. LAST RENS. SHEET JOB NO 1 E MAY '1 5 42001 W;e WOMEN 1- 1 /2 "C- (3) # 1- 1 /2'C- (3) # 1- 1/2`C- ( # 2 "C— (5) #1 + ( PANEL IC14 -2— PANEL 1CI5 -2 PANEL 1C14 -1 3/4 "C, 4 #1 MEN HWH- 1(6KW) 1416/11 TO PYLON & CARRIAGE 3/4 " -4 #10 3/4 "CO6 #10 TO 3RD FLT. SAFETY SW.' 45KV I 48W — A BY /12.OV 1- 1/2'C- ( # 45KVA 480V — 4804/27W 1C14- 2/28 3/4 "C 4) #10 2'C —(5) #1 + ( ) #6 GND. PANEL 1C 4 -1 1C14 2/28 3/4"C—(4)#10 XR16 /1J 1E110 E501 MODEL PLATFORM PNL 1E8 200 FCU -5 XR16/10 iPi7 HWP -2 1N16- 2/330 N16- 1/17'. 23,25,27 1416 -1/19 FCU -4I HWP -1 CWP -2 1P17/6A iP17/50 1P17/5E 1 16 -1 PNL X1 •— PNL X1N16 -2 IE110 BOILER # 30 XR16/ 30 T1P17 /4CL fO SWBD 1416 & of PNL 1416 -1 HTR CONTACT 4 COOLING TOW #1 & 2 VFD FOR COOLING TOWER MOTOR #1 1P17 /3AA,3AB I 1N16 -1/13 2 3 - 250MCM + BOILER # ®Y R E11I■® • ■IIii• 4•11116®i® iMsiu.J 7/4J ROBERTSHAW CABINET PANEL 1P15 150KVA TRANSF fEl 0 IE502 AUTOMAT TRANSFER SWITCH TO CONTROL ROOM FLOOR 3 STARTER & REMOTE CONTROL FOR LOWER CHAMBER DOOR START -STOP MAIN DISCONNECT TO TRANSCEIVER PIT TRANSF. 1T2 (SEE SHEET E -50) 1- 1/2 "C, 3 #2 ..,. + 1 #8 CND.. iN16/4 3 /4 "C, 3 # 12 + 4 #12 : OND: SEE WIRING DETAIL. THIS SHE (BELOW) PASSENGER ELEVATOR EQUIPMENT ROOM CONDUIT & WIRE UP TO 15 TON BRIDGE CRANE 3/4 "C, 4 #10 XR16 /2JL 3 #12 XR16 /2D DOOR MOTOR MOUNTED ON DOOR 480V FEEDRAIL FOR DOOR MOTOR 3 HP, 480V, 3N 3/4 °C,4 #12 XR16 /2A' 1 -1/20. 3 #1/0 30 +'1 #6 GNO. 0) MAIN POWER VAULT DOWN DUCTBANK TO PUMPHOUSE BLDG. 9 -007 ��— EMERGENCY POWER,, VAULT',. EMERG. GEN. ANNUNCIATOR 16/2E HIS DISCONNECT WIRED IN SERIES WITH THE 1 ST FLOOR SWITCH AND PRIOR TO THE SWITCH ON THE LARGE J —BOX. CHILLER REPLACE 3 RD FLOOR REVISION 3/4 "C,6 #10 3 #10 30 /NC 3 #10 J —BOX (1ST FLR) J# 703545 -02 BY GBOLA LOCATED ON PYLON CARRIAGE (1 ST FLR.) 30 /NC 3 "C,4 #10 SOW CABLE POWERTO PYLON & CARRIAGE WIRING DETAIL SCALE: NONE APPROVED DO 3/4 "C,3 #12 +1 #12 GND. DATE 22 MAR -O. SY O LOWER TO TURNTABLE 6LE T5 (SEE SHEET E -50) XR16 /2K 30 /NC 1ST FLR. REVISION BY ' APPROVED UP TO 3RD FLOOR SAFETY SWITCH SEE DWG. 109 -077- 2003 —E50 FIRST FLOOR SUPPORT AREA PLAN SCALE: 1/8 " =1' -0" D E®A ENGINEER G. A. HARRISON G. A. HARRISON APPROVED D. OTTEN APPROVED R.'STOLTENBERG ACCEPTABILITY TERRY D 2 E D; 27 -01 CHALKED THIS DESIGN AND /OR ' SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE 2/27/01 3/22/01 3/27/01 3/29/01 DUCTBANK TO SUBSTATION AIR INTAKE FAN REFERENCE DRAWINGS 9.77 —E501 9.77 -1E501 9.77 -1E502 SUBTITLE 480/277 VOLT POWER' PLAN FIRST FLOOR BUILDING 9 -77.1 ELECTRICAL MASTER LEGEND RiP 480V, 3 PHASE RECEPTACLE, 100 AMPERES C' DISCONNECT SWITCH (FUSED OR UN— FUSED) 30/20 SWITCH RATING /FUSE RATING ® 480V/277 VOLT PANEL VFD VARIABLE FREQUENCY DRIVE CUTLER — HAMMER # SV9F2OAC- 5MOBGO 460 VOLT MOTOR, SIZE AS NOTED O e HEATER GENERAL NOTES 2. 3. 5. JOB NO DC DWIGNO ALL CONDUIT TO BE / " UNLESS OTHERWISE NOTED. ALL WIRE TO BE 712 THWN UNLESS OTHERWISE NOTED. THE FOLLOWING COLOR CODING TO CONDUTORS SHALL BE OBSERVED ON ALL CIRCUITS 600 —VOLTS OR LESS. 120/208V 277/480V "A" PHASE LFT BUS IN PNL) BLACK BROWN "B" PHASE CTR BUS IN PNL) RED ORANGE "C" PHASE RHT BUS IN PNL) BLUE YELLOW NEUTRAL WHITE GRAY EQUIPMENT GROUND GREEN LARGE SIZE CONDUCTORS WRICH DO NOT HAVE COLORED JACKETS SHALL BE IDENTIFIED WHEREVER VISIBLE BY APPROPRIATELY COLORED TAPE. ALL UNUSED CONDUIT AND WIRE TO BE REMOVED BACK TO SOURCE. 6. FEEDERS TO PANELS AND BUSWAYS SHOWN ON SHEETS E2 AND E3. 7. DYMO LABEL ALL RECEPTACLES, JUNCTION BOXES, SWITI'ES, STARTERS, ETC.,YIITH CIRCUIT I.D. 8, INSTALL REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. 9. EQUIPMENT LIST ON SHT. E501.. " CONSTRUCTION NOTES GENERAL NOTES: 1. JOB IS TO REMOVE THE EXISTING WIRING FROM CHILLERS AND COOLING TOWERS # & 2 AND INSTALL NEW WIRING AND CONTROL DEVICES TO NEW CHILLERS AND TOWERS. 2. CONTRACTOR SHALL SUPPLY ALL MATERIALS REQUIRED TO COMPLETE THIS JOB EXCEPT THE MCC PLUG -IN'S AND VARIABLE FREQUENCY DRIVES (VFD)' WHICH BOEING WILL PROVIDE. 3, CONTRACTOR SHALL VERIFY THE LABELING ON ALL OF THE EQUIPMENT & SWBD'AND RELABEL SAME AS NECESSARY TO MATCH. 4. CONTRACTOR SHALL REMOVE ALL SURPLUS CONDUIT AND WIRES BACK TO SOURCE. CUT CONDUIT FLUSH 'W /FLR & SEAL. AT CHILLER #S 1 & 2: * REMOVE (2)200A SWITCHES AND PULL THE WIRES BACK TO MCC 1N16- 1/17'& 19. CUT THE CONDUIT FLUSH WITH THE FLOOR AND SEAL. RUN CIRCUITS FROM #17 & #19 TO CHILLER #S i &2 AS SHOWN. COMPLETE WIRING TO EACH CHILLER ACCORDING TO THE FIELD WIRING -WATER COOLED HELICAL ROTARY DIAGRAM. SEE DWG# 1E502. * INSTALL 3/4 "C W /PULL STRING FROM EA. CHILLER TO ROBERTSHAW CABINET AT COL R/15.5 FOR, CMCS CABLES. AT MCC 1P17/3B & 3Ci', * REPLACE EXISTING WIRES W /NEW ONES TO COOLING TOWER MOTORS AND REROUTE TO /AND INSTALL VFD AT COL P/16 FOR COOLING ''TOWER MOTORS. * LEAVE MOTOR STARTERS AT 1P17/3B,3C AND LABEL "SPARE ". * INSTALL 3/4 "C W /PULL STRING FROM EA. CHILLER TO ROBERTSHAW CABINET AT COL R/15.5 FOR CMCS CABLES. AT MCC 1P17/3AA Sc 3AB: * INSTALL 1 -EA. 15A 430'V PLUG -IN, GE 8000 -LINE MCC, 6 BUCKET AND EXTEND CIRCUIT TO VFD'S' MENTIONED ABOVE. * REROUTE CONTROL WIRES FROM MCC 3B & 3C TO VFD'S. SEE DWG# 9.771 -E501 FOR THE CONSTRUCTION NOTES FOR THE COOLING TOWERS #S 1 & 2. TEST AND VERIFY THAT THE LABEL ON THE MCC CUBICLES AS LABELLED ACTUALLY CONTROL THE EQUIPMENT STATED. PROVIDE AND RELABEL (5) SAFETY SWITCHES AND PUMPS BASE FRAMES TO MATCH THE MCC DESIGNATIONS. POST REVISED PANEL SCHEDULE. SEND REDLINED AS -BUILT DRAWING SHOWING ANY DEVIATION FROM THIS DESIGN TO PLT ENGR, G. A. HARRISON. M/S 89 -14. Tel# 773 -2797. iii;!!!! KEY PLAN sc.): NONE SHEET 1E110 CURRENT REVISION J# 703545 -02 SYMBOL 703545 -02 E9.77 -1 E110 DATE 22- MAR -01 nTw ' COMP NO. MAT 1 3 LbU PEFt Tice.. _,, ®�w BUILDING, 9 -77 9- 77 —E501 DRAIN DRAIN HEATER 1 /2 "RS, 2 #14 (CMCS) 1/2' SEALTITE I LIQUID LEVEL ` I PROBE LIQUID LEVEL PROBE +30" WARRICK CONTROL eH FROM MCC 11 P17/7H LIQUID LEVEL VIA ONTACTOR�. I CONTROLLER P , ATIP 16 Aiiiik 1 CONCRETE PAD I NC I SOLENOID MAKE -UP VALVE 1/2" SEALTITE 1 2,II GRD 'II? DI ON VALVE RED p VALVE OFF — MAKE U V L 9LUE GREEN YELLOW MAKE UP VALVE ON - -.LOW NOR LEVEL HEATER CUTOUT — GROUND TO CMCS PANEL AT COL. P/15.5 TO COL. P/15.5 CONTACTORS S RETURN f, SUPPLY b Ld F- v 'MAKE-UP Lill o f SUPPLY z H- L.TJ LU T. STAT ! VA HEAT TRACE wPSWIT WP HOW CMCS SUMP 3/4 "C TEMP.SENSOR 3/4"C J HEAT TRACE 1/2"C IP15/34b 36c FOR H,EAT TRACE PLA\ AT COOL SCALE: NONE 1/2 "C MAKE —UP 1/2" SEALTITE COOLING TOW =R # +60" CLEVELAND CONTROL _1/2"C 3/4 "C 3 # CMCS APPROVED /2 "RS, 2#14 (CMCS) —� HEATER LOW SUMP FREEZE WATER PROTECTION +6" I ( PROTECTION( FOR HEATER MAKE -UP 3/4 "C TO a TO MCC 1P17/3AB N 3/4 "C TO MCC 1P17/3AA 3/4 "C G TOW LIQUID LEVEL CONTROLLER �D -STAB +30 J 30/4 +6" - -03/4 "C -R DAD (1 1E110 E501 REVISION \ TO HTR CONT IN MECH. ROO 3/4 "RSC,3 #14, o D \ WARRICK CONTROL FROM MCC 1P17/7G VIA gONTACTOR AT Py16 CTOR 3 #12 APPROVED, MCC P17 -70, 7H FOR COOLING TOWER L I 20A -3P IN THE ELECT. RM. SEE 1E110 WARRICK WATER LEVEL PROBE CONTROL BOX SOLID STATE CONTROL BOARD 24: DNA 4 BOX L CONTACTOR AT COL P/16 0 T -ST AT C LING TOWE CLOSE AT 11. LOW WOW TEMP, FALLING 40 J 3/4" EMT SEALTITE LJ I H I I t I AT COOLING TOWER 3KW 4804, 30 PAN HEATER _ J 1/2" SEALTITE J -BOX AT COOLING TWR 1'/2" SEALTITE NC PUMP CONTACT COOLIING TOWER #1 8c (#2) HEATER CONTROL SCALE: NONE DTL4WN ACCEPTAB LIT) M.I DITTMAR THIS DESIGN'. AND /OR 1ORDERED SPECIFICATION IS APPROVED', INGINLLA APPROVED BY DEPT. DATE P. TONXLAO CONSTRUCTION NOTES FOR THIS DETAIL ONLY 1 q ? INSTALL WIRING TO NEW WATEVEL CONTROLLER PER MANUFACTURER'S INSTRUCTIONS. COORDINATE WORK WITH DIA C 9 L -77 MA1M HEAT k VENT PND CMCS TECHS. DO N OT CEMENT ELECODE H TO FACILITATE REMOVAL OF PRO FOR CLEANING. © WA T ER EEVEL CONTROLLER HAS FOUR (4) ELECTRODES AS SHOWN BELOW: PROWI SUFFICIENT SLACK ON CABLE TO ALLOW FOR REMOVING ELECTRODES FOR CLEANING. a. MAKE -UP WATER VALVE CLOSED. b. MAKE -UP WATER VALVE OPEN. . LOW LEVEL ALARM, PAN HEATER CUTOFF d. GROUND INSTALL WIRING TO SOLENOID VALVE IN MAKE -UP WATER LINE. TO 120 V I POWER SUPPLY 1' MAKE -UP WATER LINE TO EXIST. PAN HEATER CUT -OFF T -STAT BY -PASS WATER LEVEL CONTROLS SCALE NON( ALLOW SLACK FOR REMOVAL OF PROBES FOR CLEANING ..T. e � ELECTRODE HOER DO NOT CEM ELEC CONTROL WWELL� „., a. M -U VALVE CLOSED b. M -U VALVE OPEN c. LL ALARM, HTR CUTOFF d, GROUND B.AC. '� TOWER 1" SOLENOID VALVE 1" BALL VALVE ( 3 PLACES ) RAISED FLOOR PAN DATE 6/1/97 CHE APPROVED J..VAVREK APPROVED JVI FOR IN. MEHTA 6/9/97 6/9/97 6/9/97 SUBTITLE TITLE ELECTRICAL MASTER COOLING TOWERIWIRINGI,DFTAIL LEGEND GENERAL NOTES ALL CONDUIT TO BE /"TEZM.T. UNLESS OTHERWISE NOTED. 2. ALL ME TO BE #12 THWN UNLESS OTHERWISE NOTED. 3. THE FOLLOWING COLOR CODING TO CONDUTORS SHALL BE OBSERVED ON ALL CIRCUITS 600 -VOLTS OR LESS. 120/M 277/480V "A" PHASE ((LET AVE IN PNL) BLACK BROWN "B" PHASE (CTR BUS IN PNL) RED ORANGE "C" PHASE (RHT BUS IN PNL) BLUE YELLOW NEUTRAL WHITE GRAY EQUIPMENT GROUND GREEN 4. LARGE SIZE CONDUCTORS WHICH DO NOT HAVE COLORED JACKETS SHALL BE IDENTIFIED WHEREVER VISIBLE BY APPROPRIATELY COLORED TAPE. 5. AI 1I'II "ED CONDUIT AND WIRE TO BE REMOVED LACK , SOURCE. 6. FEEDERS TO PANELS AND BUSWAYS SHOWN ON SHEETS E2 AND E3. 7. DYMO LABEL ALL RECEPTACLES, JUNCTION BOXES, SWITCHES, STARTERS, ETC.,WITH CIRCUIT I.D. B. INSTALL REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. NOTE: OUTDOOR C. :'IDUITS AND DEVICES SHALL BE WEATHER -PROOF AND THE WIRES XHHN. CONSTRUCTION NOTES GENERAL NOTES: JOB IS ll IS TO I REPLACE THE EXISTING COOLING TOWERS & 2 WITH 'NEW TOWERS. L NEW TOWERS WILL BE MOUNTED 3FT HIGHER THAN EXISTING. PULL ALL WIRES BACK TO SOURCE. 2. BEFORE STARTING THIS JOB, TRACE AND VERIFY AND RECORD THE SOURCE AND TERMINATION OF EACH WIRE AND CONDUIT. THIS IS THE BEST AS —BUILT DRAWING WE HAVE REPORT FINDINGS TO ENGINEER FOR FINAL ADJUSTMENTS TO WIRING ( SHOWN. NEW WIRING WILL REPLACE THE EXISTING AND ADDITIONAL WIRING MAY BE REQUIRED TO COMPLETE THIS, JOB. 3. CONTRACTOR SHALL SUPPLY ALL MATERIALS NECESSARY TO COMPLETE THIS JOB. 4. REPLACE RUSTED CONDUITS WITH NEW RUNS. CUT ABANDONED CONDUITS FLUSHED W /PAD AND SEAL. PULL NEW "XHHW" WIRES. * INSTALL TOGGLE ( SWITCH RACO #5121, EXTEND WIRING 1 TO /AND INSTALL ASSOCIATED CONTROL DEVICES AS SHOWN. SEE DETAIL 2 FOR ADDITIONAL I INSTRUCTION: * INSTALL SAFETY SWITCH 30A 480V 30 "WP ". FUSE 4A, * EXTEND CIRCUIT FROM MCC 1P17/7G & 7J AND VIA CONTACTORS AT COL P/16 TO SWITCHES, T —STAT, AND TO FLOAT SENSORS AND CMCS. INSTALL LABELS. SEE DET. 1. * RUN NEW WIRES TO ADDITIONAL NEW FLOAT SENSOR. * REPLACE WIRING FROM DRAIN, CMCS AND II I, FROM OTHER CONTROL DEVICES TO NEW /AND INSTALL CLEVELAND CONTROL ENCLOSURE WITH NEW 'WIRES. * REMOVE SAFETY SWITCH 30A 6P 480V AND WIRES FROM TWO,—SPEED COOLING FAN MOTORS TO MCC 1P17/3B & 3C. IJSTALL NEW 30A 480V 30 SAFETY SWITCH AT THE. COOLING TOWER. REPLACE WIRES JUST REMOVED FROM THE MOTORS THROUGH THE SWITCH AND ROUTE TO THE VFD AT COL P/16. * REROUTE THE CONTROL WIRES FROM THE MCC 1P17/3B & 3C TO THE VFD. SEE DWG 1 El 1 L FOR THE THE POWER PORTION. * INSTALL 5WATTS /FT'120V HEAT TRACE CABLES WITH T —STAT * SEE DWG 1E1,1L FOR THE THE POWER PORTION. * ALL OUTDOOR PIPING SHALL BE HEAT TRACED. * INSTALL LABELS ON ALL CONTROL DEVICES TO STATE THE FUNCTION OF EACH DEVICE AND /OR THE SOURCE OF POWER. LABELS SHALL BE LAMENTED TYPE AND SHALL NOT BE GLUED TO THE ENCLOSURE BUT PINNED. SEND REDLINED AS —BUILT DRAWING SHOWING ANY DEVIATION FROM THIS DESIGN TO PLT ENGR, G. A. HARRISON. M/S 89 -14. Tel# 773 -2797. REFERENCE DRAWINC3 R B d.77-1E110 480V POWER 1 I JUN 13 2pe1 6.77 -1E501 ONE LINE DIAGRAM ._ ,e0fLoNk : ?,7PI I DC CURRENT ( REVISION J# 703545 -02 SHEET E501 JOB NO. 771881 -00 DW G NO.I SYMBOL A DATE 28 MAR —01 M1J 1' .1 L, : _ r t' ITC -NRAR COOP''NO. Q to MAIN DISC 600A DDCS 1 2A AHU 4 10 HP 6 3 TWR FAN 1 CT -1 ® 4A E XH FAN EF - 3/4 HP n © 5A CHILLED WATER PUMP CHWP -1 7.5 HP 24 © 6A BOILER # 3o O 7A HUMIDIFIER H –. 37 DUST R COLLECTOR 7B DC 1 38 COOLING TWR FAN 2 CT 2 DUST 7C COLLECTOR DC –2 3s BOILER 6C #2 # 31 4CL AN COIL F t6 ' FAN 56 CHILLED WATER PM P CHWP -2 7.5 HP 25 28 AHU 5 10 HP 7 3B, 00L T� �1 1 Hn SPARE 13 DUST 78 COLLECTOR DC-3 ao COI R UNIT I FCU -5 is 7E HOT WATER HEATER HWH 1 6E CONDENSER CWP -1 c 7.5 HP 32 5E HOT WATER PUMP HWP - 1 `- 5 HP 26 1 4D RETURN ' F AN RF -1 2 0 2C AHU 6 7.5 HP 8 7F w HOT WATER w HEATER 0 HWH -2 42 d 3C OOLI TI �2 2 H2 SPARE 14 1B SPACE 2 COOLIN 7c TOWER #1 HEATER 43 6G CONDENSER CWP -2 7.5 HP 33 HOT WATER PUMP hNP -2 5 HP 27 4E •ETURN FAN RF -2 21 2D AHU 7 7.5 HP 9 1C AHU -1 15 HP 3 O H TOWWER ERN2 # #2 HEATER 44 7J SPACE 45 6J CONDENSER CWP -3 7.5 HP 34 5H SPARE 28 4F VENT FAN VF -1 3/4 HP 22 3D XH. AN EF -5 1/3 HP 15 2E SPARE 10 1D AHU 2 15 HP 4 7K AIR HANDLING UNIT AHU -8 SHP 46 6 K HUMIDIFIE H 1 35 5J SPARE` 29 41 AIR COMPRESSOR AC –I 15 HP 23 3E EXH. SAN ,5 Hp 16- 2F AHU, 9 5 HP' 11 AHU 7.5 1E 3 HP 5 sL HUMIDIFIER , ' 36 1200A 480/277V MAIN 130 4W 50KRMS SWITCHBOARD GE AV -LINE SYM A CHILLER CHANGE 4F REVISION r PANEL 1N16 -1 — GE AV –LINE 3A8 3B/13 3C/14 5A ) 7A ) 7A SPARE SPARE CT -1 CT -2 COOLING COOLING TOWER TOWER COOL, 'SOLING FAN FAN T0 • eER COOLING COOLING TOWER #1 TOWER .. #2 HEATER HEATER 600A 30 4W 480V MCC #1P17 S ^ GE 8000 LINE S 1A 4005 1B /2 10/3 ) 30A SPACE AHU -1 J# 703545 -02 BY GBOLA 10/4 1E/5 2A /6 2B/7 2C/8 2D/9 2E/ ) 30A ) 15A ) 30A ) 30A )155 ) 15A 111111 APPROVED DO 15 HP DATE 29-MAR-0 AHU -2 AHU -3 AHU -4 AHU -5 AHU -6 AHU -7 SPARE 150/26 15G/27 15H/28 15J/29 16A/30 160/31 6E/32 160/33 16J/34 16K/35 J6L/36 17A/37 178/38 17C/39 17D/40 ) 15A ) 15A ) 7A ) 7A ) 3A ) 3A )15A ) 15A )15A ) 20A ) 20A ) 50A )15A ) 15A ) 15A 1 1 1_ 1 1 1 1 HWP 1 1 . HWP 2 SPARE SPARE BOILER #1BOILER HOT HOT WATER WATER PUMP PUMP SYM 2 CWP -1 CWP-2 CWP3 I CONDENSER CONDENSER CONDENSER HUMIDIFIER HUMIDIFIER MCC #1 R1'17 800W 30 4W 480V GE 8000 LINE (SEVEN SECTIONS) NOi SCALE SECT. NO. 1A 1B IC 1D 1E 2A 2B 2C 2D 2E 2F 3AA 3AB 3B 3C 3D 3E 4A 4CL 4CR 40 4E 4I 5A 5B 5E 5G 5H 5J COUP. NO. SPACE AIR HANDLING UNIT #1 AHU--1 AHU -2 AHU -3 AIR HANDLING UNIT #4 AIR HANDLING UNIT #5 AIR HANDLING' UNIT # AHU -4 AHU -S AHU-6 AHU -7 AHU –9 CT -1 CT -2 CT 1 CT 2 EF -5 EF -7 EF -8 FCU -4 FCU -5 RF -1 RF -2 VF -1 AC -1 CHWP -1 CHWP -2 HWP -1 HWP-2 NAME PLATE MAIN AIR ,HANDLING UNIT #2 AIR 'HANDLING UNIT # AIR HANDLING UNIT! #7 SPARE AIR HANDLING UNIT #9 COOLING TOWER FAN #1 COOLING TOWER FAN #2 COOLING TOWED FAN #1 COOLINC TOWER FAN #2 SPARE SPARE EXHAUST FAN #5 EXHAUST FAN # EXHAUST FAN #8 FAN COIL UNIT #4 FAN COIL UNIT #5 RETURN AIR FAN #1 CHILLED WATER PUMP #1 CHILLED WATER PUMP #2 HOT WATER PUMP #1 HOT WATER PUM2 SPARE SPARE MOTOR /LOAD ''I HP KW PHASE `VOLT 3 15 15 - 15 10 – 10 7.5 – 17.5 I – 1/3 – 5 3/4 – 3/4 – RETURN AIR FAN #2 VENT FAN #1 AIR COMPRESSOR 15 – 7.5 7.5 – 5 5 MCC 1 P17 CIRCUIT BREAKER GE TRIP(A) TEC 30A 400A' TEC, 30A TEC '15A TEC 30A TEC 30A TEC 15A TEC1 15A TECI !15A TEC 15A TED 15A TED 15A TEC 7A TEC 7A TEC, TEC TEC 3A, 15A 3A TEC 15A TEC 15A TEC '5A TEC 15A TEC 15A TEC 7A TEC 3A TEC 30A TEC 15A TEC 15A TEC1 7A TEC 1 7A STARTER SIZE SIZE 1 1 1 1 IND. LIGHT X S X AUX. CONTACT NO NC X X' H /O /A X X X I X'- REMARKS VIA VED VIA VED UTTARTER SPE STARTFR ,REVISIO H-2 I I H-3. I APPROVED 30/15 3E/16 45/17 4CL/18 4CR /19 4D/20 4E/21 4F/22 41/23 5A/24 5B/25 ) 3A ) 15A ) 3A ) 15A ) 155 ) 15A ) 7A ) 35 ) 30A ) 15W ) 15A 1111 7 • 3HP e o ) 20A DC -1 1 DC -2 DC-3 HWH -1 HWH OUST DUSTI DUST HOT HOT COLLECTOR COLLECTOR COLLECTOR F1N3 DATE !i 7EL/4 5 EF -7 EF -8 FCU -4 FCU -5 RF -1 RF -2 VF -1 AN EXH FAN EXH FAN FAN COIL FAN COIL RETURN RETURN VENT UNIT UNIT AIR -FAN AIR -FAN FAN 4805 BUS 7J/45 I7K/46 ) 15A AHU P1 SECT:' COUP. NO. NO MCC 1 NAME: PLATE MOTOR /LOAD 1 ! CIRCUIT STARTER BREAKER SIZE IND. AUX. CONTACT' H /O /A HP KW PHASE VOLT GE 1 TRIP(A) SIZE LIGHT , NO NC CWP -1 HA 1 ' 6C 6E CWP -2 CWP -3 H -1 H -2 H-3 , 6G': 6J' 6K 6L 7A 7B ` 7C IDC -3 I HWH -1 7D 17EL 7F'' 7G'' 7H 7J 7K: DC 11 IDC -2 1 HWH 2 CT -1 CT -2 AHU -8 BOILER #1 BOILER #2 CONDENSER (COOL WATER, PUMP) #1 CONDENSER (COOL WATER PUMP) #2 CONDENSER (COOL WATER PUMP) # HUMIDIFIER #1 HUMIDIFIER #2 HUMIDIFIER #3 DUSTICOLLECTOR #1 DUSTICOLLECTOR #2 DUSTICOLLECTOR I I HOT, WATER HEATER 11#1 HOT WATER HEATER' #2 `COOLINGI,`TOWER HEATER #1 COOLING' TOWER': HEATER # SPACE AIR HANDLING UNIT #? 1.5 1.5 7.5 7.5 7.5 15A'f 15A 20A 20A 50A 15A'r 20A X'I X TEC TEC TEC TEC II TEC l; TED TED TED', TED'; TED TED', TED' TED', TED TED TEC 3A 3A 15A 1 i 1:5A 15A 20A 20A 20A 15A 1 X X AC -1 CHWP -1 CHWP -2 AIR CHILLED CHILLED WATER WATER PUMP PUMP M1CC #1 CUBICLE 'LAYOUT NO SCALE DRAWN D. TERRY ONE DIAL .RAM LEGEND GENERAL NOTES CONSTRUCTION NOTES FOR REFERENCE ONLY. SEE DWG# 9.77 -1E110 AND E501 FOR CONSTRUCTION NOTES. 5 REFERENCE DRAWINGS 9.77 -1E110 480V POWER 9.77–E501, CONTROL TOWER DETAILS 9.77 –E4 ELETRICAL RISER DIAGRAM DISTRIBUTION CURRENT REVISION SYMBOL J# 703545 -02 SHEEP 1:... JOB No. 703545 -02 CIT i OF TU1 1PRtlM>rt JUN 13' 2081 N,S NEJ1tU DATE 29 MAR —OJ RECF.Rti i Cmev�. Tay 1 5 2001 COMP NO. 1 0. OTTEN 3/27/0 ACC EPHABI LITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED ','APPROVED BY' , II DEPT. DATE qi El 2 - 26 4 ,0 SUBTITLE TITLE, BUILDING 9 -77 -1 ELECTRICAL MASTER I COL. P R 111 / 17 DWG N0. err A I E9.77— . 1E501 MCC XR16 SECT. NO EQUP. NO NAME PLATE MOTOR /LOAD CIRCUIT BREAKER STARTER SIZE SIZE IND. LIGHT AUX. CONTACT H /O /A HP KW ,PHASE VOLT TRIP(A) NO NC II � 1A MDSW MAIN SWITCH ' 5K27 ON 5K27-0L • - - --- o OFF 566 501 ON -4 501 -AL • --1.k...-----o- OFF 532 � C ON J COOLING TOWER CONTROL ,400 I 5B1 AUTO 5L3 I - - B! SPACE J -' C I I PANEL A1-2 80 1 - - - DI IPLATFORM LIFT 100 200 - - - EI UPPER TURNTABLE 150 - - - 2A ! MAIN DOOR 2 15 1 X X B I LOWER CHAMBER DOOR 3 15 1 X X C UPPER CHAMBER DOOR 3 15, 1 X X D PYLON CARRIER ? ? ? ?? 20 - - - E BRIDGE CRANE 1st FLOOR! 30 - - F BRIDGE CRANE 3rd FLOOR I 30 - - - 3A EMERGENCY LIGHTING PANEL X1N16-2 80 - B EMERGENCY POWER PANEL X 1N16 -1 40 - C EF1 EXHAUST FAN !, 7.5' 15 1 X X D EF2 EXHAUST FAN 7.5 15 1 X X E EF3 EXHAUST FAN 7.5 15 1 X X F EF4 EXHAUST FAN 7.5 15 G PASSENGER ELEVATOR CB 25 80 - - ED 1lA cis( 0 tut, 1 3 1 JIM A CHILLER CHANGE 1(2 15) A 5K1 -AUX FLOW SW I 526 - - 5- C (1) (7-1-9- 1 � G - - 520 I I 5K3 (5) ALARM n 521 -� 527 7 S ( UNIT RUNNING I 522 � 529 - - - -0E 1 EXTERNAL I AUTO /STOP - (5)) (1) 523 J 1 _ 531- - -4(5) MAX. CAP. 11 525 I REVISION J# 703545 -02 PNL 1P15/29c POWER -115 VAC MAX FUSE SIZE- 15AMPS BY APPROVED DA L3 r - --- - - - - -- - - -- - r - - - -- -- - -- - - -- - -- - - - - -- - - - -- -------- - - - - -- r y 1 ---- - I - 1 - -- ;1 - 1 - L2 ~ _,.- L1 iii II iii T L � J 26 -MAR -0 FIELD WIRING -WATER COOLED HELICAL ROTARY DIAGRAM CHILLER #1'- & #2 SCALE: NONE 2A 12B 12C 12D 12E I 2F 159 20A ) 30A ) 30A REVISION 3A 3B ) BOA ) 40A APPROVED (10) 5K18 (4) J EMERGENCY STOP - --- 513 - - I r - NORMAL /TRIP C 514 -J (10) 51(25 (4) EXT. CKT. (----1 H 45A ----' LOCKOUT - #1 C 45B -J (10) 5K26 (4) I EXT. CKT. I-- 46A -1 LOCKOUT - #2 '.466 J 3D 13E 13F 30 15A )315A )315A )380A' 1TB1 OR � 1s1 ATTACH GROUND DRAWN ACCEPTABILITY M LEE THIS DESIGN AND /OR CHECKED SPECIFICATION IS ;APPROVED ENGINEER ! APPROVED, BY DEPT. DATE', G.'' A. HARRISON CHECKED 29- MAR -01 SUBTITLE TITLE JOB NO., DWG NO. SYMBOL 703545 -02 E9.77-1E502 COMP NR! A SPACE ) 80A 1 R11 -21 I 1 HP PLATFORM LIFT CONSTRUCTION NOTES 10 200,0150A UPPER LEVEL TURN TABLE FOR REFERENCE ONLY. SEE DWG# 9.77 -1E110 FOR THE CONSTRUCTION NOTES. MAIN DOOR LOWER CHAMBER DOOR UPPER CHAMBER DOOR PYLON CARRIER BRIDGE CRANE 1st FLR BRIDGE !, CRANE, 3rd FLR MCC XR16 n GE 8000 -LINE SERIES 1 El 10 1 E502 600A 480V 34 SCALE: NONE I PANEL 1N16 -2 EMERGENCY LIGHTING EF -,1 EF -2 EXH FAN EXH FAN EF PASSENGER ELEVATOR EF 3 EXH, FAN EXN FAN MAIN 1A SPACE 1C PANEL A1-2 15 PLATFORM LIFT 100 HP FEEDER BREAKER 1E UPPER LEVEL TURN TABLE BREAKER 2 HP 2B LOWER! CHAMBER DOOR', 3 HP' 20 UPPER CHAMBER DOOR 3 HP SHUNT TRIP 2D BREAKER. PYLON CARRIER BRIDGE CRANE st FLR BREAKER 2E BRIDGE 2F CRANE 3rd FLR BREAKER 3A EMERGENCY PANEL XTN16 -2 BREAKER EMERGENCY POWER PANEL XTN16 -2 BREAKER 3C EXHAUST FAN EF -1 7,5 HP 3D EXHAUST FAN EF -2 7.5 HP 3E EXHAUST FAN EF -3 7.5 HP 3F EXHAUST FAN EF -4 7.5 HP 3G PASSENGER ELEVATOR 25 HP BREAKER MCC XR 1I6 SCALE :1 NONE LEGEND GENERAL NOTES MINIMUM PILOT DUTY CONTACT RATING AT 110V: 6.9VA'IN -RUSH, 1.3VA SEALED. 2. OPTIONS ARE IMPLEMENTED AND WIRED AS REQUIRED. THESE OPTIONS INCLUDE: ICE - MAKING CONTROL, COMMUNICATIONS INTERFACE, WYE -DELTA CLOSED TRANSITION STARTER, CHILLED WATER RESET - (RETURN WATER, OUTDOOR AIR, AND ZONE AIR), CHILLED WATER FLOW SWITCH AND REMOTE CLEAR LANGUAGE DISPLAY. 3. CANADIAN LOCAL AUTH. MAY REQUIRE SINGLE SOURCE DISCONNECT MEANS. 4. CUSTOMER SUPPLIED CONTACTS MUST BE COMPATIBLE WITH 12VDC, 45mA RESISTIVE LOAD REQUIREMENTS; GOLD AND SILVER PLATED CONTACTS ARE RECOMMENDED. 5. DO NOT EXCEED 115 -'AT. 115 SEALED VA OR 1150 IN -RUSH VA (AT 355 P.F.) AT THESE TERMINALS: 1U1- TB4- 1,2,3,4,5 AND 6. 6. WHEN CUSTOMER INPUT IS REQUIRED, REMOVE THE APPROPRIATE JUMPERS AND INSTALL CUSTOMER WIRING. 7. IF EXTERNAL CIRCUIT LOCKOUT IS USED ON CKT. 1 CUT JUMPER W7 ON CIRCUIT #1 AND SPLICE n �' t E I1 Im �1' 1L w ( NHS OF THE JUMPER. FOR CIRC* . ,1b1-4 " ;, ` R ` � • AND 46B TO THE INDIVIDUAL CUT ENDS OF THE JUMPER. 8. CHILLED WATER PUMP CONTROL FROM TRANE UNIT UCM MODULE. CHILLED WATER PUMP IS REQUIRED TO OPERATE A MINIMUM OF ONE MINUTE AFTER; A COMMAND TO TERMINATE CHILLER OPERATION (UCM WILL PROVIDE TIME ,I� DLAY CONTACTS). CHILLED WATER SYSTEM DEMAND SWITCH (552) IS CONNECTED TO THE UCM EXTERNAL AUT /STOP INPUT. AS SHIPPED 380/415 VOLT UNIT TRANS. (1T1) IS WIRED FOR 415V OPERATION. IF UNIT IS TO BE OPERATED ON 380V POWER SUPPLY, RECONNECT AS SHOWN' IN INSET "0 "; IF THE CHILLER MODULE (1U1) • IS USED CHANGE UCM FACTORY DISPLAY MENU ITEM 45 FROM 200V OR 415V TO 230V OR 380V, RESPECTIVELY. IF CIRCUIT IS LESS THAN 30V; REIN SEPARATELY FROM 110V AND HIGHER. rri o/o 5 li II � II � II j 5K28 AUTO 51(27 -AUX H H -U 5K28-0L o- • -±E---n- OFF 5K27 ON 5K27-0L • - - --- o OFF 566 501 ON -4 501 -AL • --1.k...-----o- OFF 532 � C ON J COOLING TOWER CONTROL �C AUTO 565 4 CONS. WATER PUMP CONTROL I 5B1 AUTO 5L3 I CHILL WATER PUMP CONTROL A CHILLER CHANGE 1(2 15) A 5K1 -AUX FLOW SW I 526 - - 5- C (1) (7-1-9- 1 � G - - 520 I I 5K3 (5) ALARM n 521 -� 527 7 S ( UNIT RUNNING I 522 � 529 - - - -0E 1 EXTERNAL I AUTO /STOP - (5)) (1) 523 J 1 _ 531- - -4(5) MAX. CAP. 11 525 I REVISION J# 703545 -02 PNL 1P15/29c POWER -115 VAC MAX FUSE SIZE- 15AMPS BY APPROVED DA L3 r - --- - - - - -- - - -- - r - - - -- -- - -- - - -- - -- - - - - -- - - - -- -------- - - - - -- r y 1 ---- - I - 1 - -- ;1 - 1 - L2 ~ _,.- L1 iii II iii T L � J 26 -MAR -0 FIELD WIRING -WATER COOLED HELICAL ROTARY DIAGRAM CHILLER #1'- & #2 SCALE: NONE 2A 12B 12C 12D 12E I 2F 159 20A ) 30A ) 30A REVISION 3A 3B ) BOA ) 40A APPROVED (10) 5K18 (4) J EMERGENCY STOP - --- 513 - - I r - NORMAL /TRIP C 514 -J (10) 51(25 (4) EXT. CKT. (----1 H 45A ----' LOCKOUT - #1 C 45B -J (10) 5K26 (4) I EXT. CKT. I-- 46A -1 LOCKOUT - #2 '.466 J 3D 13E 13F 30 15A )315A )315A )380A' 1TB1 OR � 1s1 ATTACH GROUND DRAWN ACCEPTABILITY M LEE THIS DESIGN AND /OR CHECKED SPECIFICATION IS ;APPROVED ENGINEER ! APPROVED, BY DEPT. DATE', G.'' A. HARRISON CHECKED 29- MAR -01 SUBTITLE TITLE JOB NO., DWG NO. SYMBOL 703545 -02 E9.77-1E502 COMP NR! A SPACE ) 80A 1 R11 -21 I 1 HP PLATFORM LIFT CONSTRUCTION NOTES 10 200,0150A UPPER LEVEL TURN TABLE FOR REFERENCE ONLY. SEE DWG# 9.77 -1E110 FOR THE CONSTRUCTION NOTES. MAIN DOOR LOWER CHAMBER DOOR UPPER CHAMBER DOOR PYLON CARRIER BRIDGE CRANE 1st FLR BRIDGE !, CRANE, 3rd FLR MCC XR16 n GE 8000 -LINE SERIES 1 El 10 1 E502 600A 480V 34 SCALE: NONE I PANEL 1N16 -2 EMERGENCY LIGHTING EF -,1 EF -2 EXH FAN EXH FAN EF PASSENGER ELEVATOR EF 3 EXH, FAN EXN FAN MAIN 1A SPACE 1C PANEL A1-2 15 PLATFORM LIFT 100 HP FEEDER BREAKER 1E UPPER LEVEL TURN TABLE BREAKER 2 HP 2B LOWER! CHAMBER DOOR', 3 HP' 20 UPPER CHAMBER DOOR 3 HP SHUNT TRIP 2D BREAKER. PYLON CARRIER BRIDGE CRANE st FLR BREAKER 2E BRIDGE 2F CRANE 3rd FLR BREAKER 3A EMERGENCY PANEL XTN16 -2 BREAKER EMERGENCY POWER PANEL XTN16 -2 BREAKER 3C EXHAUST FAN EF -1 7,5 HP 3D EXHAUST FAN EF -2 7.5 HP 3E EXHAUST FAN EF -3 7.5 HP 3F EXHAUST FAN EF -4 7.5 HP 3G PASSENGER ELEVATOR 25 HP BREAKER MCC XR 1I6 SCALE :1 NONE LEGEND GENERAL NOTES MINIMUM PILOT DUTY CONTACT RATING AT 110V: 6.9VA'IN -RUSH, 1.3VA SEALED. 2. OPTIONS ARE IMPLEMENTED AND WIRED AS REQUIRED. THESE OPTIONS INCLUDE: ICE - MAKING CONTROL, COMMUNICATIONS INTERFACE, WYE -DELTA CLOSED TRANSITION STARTER, CHILLED WATER RESET - (RETURN WATER, OUTDOOR AIR, AND ZONE AIR), CHILLED WATER FLOW SWITCH AND REMOTE CLEAR LANGUAGE DISPLAY. 3. CANADIAN LOCAL AUTH. MAY REQUIRE SINGLE SOURCE DISCONNECT MEANS. 4. CUSTOMER SUPPLIED CONTACTS MUST BE COMPATIBLE WITH 12VDC, 45mA RESISTIVE LOAD REQUIREMENTS; GOLD AND SILVER PLATED CONTACTS ARE RECOMMENDED. 5. DO NOT EXCEED 115 -'AT. 115 SEALED VA OR 1150 IN -RUSH VA (AT 355 P.F.) AT THESE TERMINALS: 1U1- TB4- 1,2,3,4,5 AND 6. 6. WHEN CUSTOMER INPUT IS REQUIRED, REMOVE THE APPROPRIATE JUMPERS AND INSTALL CUSTOMER WIRING. 7. IF EXTERNAL CIRCUIT LOCKOUT IS USED ON CKT. 1 CUT JUMPER W7 ON CIRCUIT #1 AND SPLICE n �' t E I1 Im �1' 1L w ( NHS OF THE JUMPER. FOR CIRC* . ,1b1-4 " ;, ` R ` � • AND 46B TO THE INDIVIDUAL CUT ENDS OF THE JUMPER. 8. CHILLED WATER PUMP CONTROL FROM TRANE UNIT UCM MODULE. CHILLED WATER PUMP IS REQUIRED TO OPERATE A MINIMUM OF ONE MINUTE AFTER; A COMMAND TO TERMINATE CHILLER OPERATION (UCM WILL PROVIDE TIME ,I� DLAY CONTACTS). CHILLED WATER SYSTEM DEMAND SWITCH (552) IS CONNECTED TO THE UCM EXTERNAL AUT /STOP INPUT. AS SHIPPED 380/415 VOLT UNIT TRANS. (1T1) IS WIRED FOR 415V OPERATION. IF UNIT IS TO BE OPERATED ON 380V POWER SUPPLY, RECONNECT AS SHOWN' IN INSET "0 "; IF THE CHILLER MODULE (1U1) • IS USED CHANGE UCM FACTORY DISPLAY MENU ITEM 45 FROM 200V OR 415V TO 230V OR 380V, RESPECTIVELY. IF CIRCUIT IS LESS THAN 30V; REIN SEPARATELY FROM 110V AND HIGHER. rri o/o 5 li