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Permit M01-221 - BOEING #2-85
PPM* ,I M01-221 Boeing 8123 East Marginal EXPI R E D JUN 1 6 2002 w: �_: J Q: .0 O: , o o. @ Wa al O; 2 g u- :52 �[ d . A. : F. O( :Z 17! D: ai !O �© W( � g[ '& O) z; c.) : : City of 'i ukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 0001600020 Permit Number: M01-221 ~ Address: 8123 EAST MARGINAL WY S TUKW Issue Date: 12/17/2001 Z.' Suite No Permit Expires On: 06/15/2002 rt 2 N U) Tenant: Name: BOEING #2 -85 Address: 8123 EAST MARGINAL WY S, TUKWILA WA Owner: Name: BOEING Address: PO BOX 3707 - M/S 1 F -09, SEATTLE WA MECHANICAL PERMIT Phone: W ' Phone: 206 655 -9888 O Contractor: W W Name: Phone: 0 Contact Person: Name: Address: RICK FORD P.O. BOX 3707, M/S IW -08, SEATTLE, WA Address: , ,0 — i. Contractor License No: Expiration Date: 0 I W` W DESCRIPTION OF WORK: I- U- INSTALL 300 LB COMPRESSOR ON EXISTING AUGER CAST PILE SUPPORTED CONC. EQUIP. O FOUNDATION AND ALL RELATED VENTING, FILTER, SILENCER INSTALLATIONS - COMPRESSOR ii ." co 5.5 LB /SEC AT 300 PSI - APPROX 1750 HORSEPOWER v _. Value of Construction: $100,000.00 Fees Collected: $145.19 ? . Type of Fire Protection: Uniform Mechnical Code Edition: 1997 Permit Center Authorized Signature: (1, 0 -C,G,x'l./ Date: /;- /7 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit 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 and obtain this mechanical permit. Signature: Print Name: doc: Mech M01 -221 Date: / 2 - - 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. Printed: 12 -17 -2001 ACTIVITY NUMBER: M01 -221 DATE: 11 -28 -01 PROJECT NAME: BOEING 2 -85 AIR COMPRESSOR INSTALLATION SITE ADDRESS: 8123 EAST MARGINAL WAY SOUTH _Original Plan Submittal Response to. Correction Letter # Response to Incomplete Letter # Revision # After Permit Is Issued DEPARTMENTS: Buil. ii Division G 1( -40) Public Works n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete PLAN REVIEW /ROUTING SLIP 0,63 Fire revention 12.-00-01 Structural Incomplete Comments: TUES /THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions CORRECTION DETERMINATION: Approved n Approved with Conditions \PRROUTE.DOC 5/99 Planning Division Permit Coordinator ;K DUE DATE: 1 1-29-01 Not Applicable No further Review Required DUE DATE 12 -27 -01 Not Approved (attach comments) REVIEWER'S INITIALS: DATE: DUE DATE Not Approved (attach comments) REVIEWER'S INITIALS: DATE: « ,C:1< :` t ACTIVITY NUMBER: M01 - 221 _Original Plan Submittal Response to Correction Letter #_ DATE: 11 -28 -01 PROJECT NAME: BOEING 2 -85 AIR COMPRESSOR INSTALLATION SITE ADDRESS: 8123 EAST MARGINAL WAY SOUTH Response to Incomplete Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved n Approved REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved n Approved with Conditions n REVIEWER'S INITIALS: \PRROUTE.000 5/99 PLAN REVIEW /ROUTING SLIP n Structural R: -w Required wi onditions Fire Prevention Structural n Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 11-29-01 Complete N Incomplete n Not Applicable DUE DATE 12 -27 -01 Not Approved (attach comments) DATE: Comments: No further Review Required DATE: 1 -2cepi Not Approved (attach comments) DATE: "Zq -2001 DUE DATE I 15::....s -;:t4 r 7 A. .l:kl *•.;A;; .S "aa.y 1 iilYin`t%�Fir .n iJ: t`.an•;.,ni3t9.!riiCi..... ,s, PERMIT NO.: MO - Zat MECI IAN ICAL PERMIT APPLICATIONS INSPECTIONS ❑ 00002 Pre- construction ❑ 00050 WSEC Residential ❑ 00060 WA Ventilation /Indoor AQC ❑ 00610 Chimney Installation/All Types ❑ 00700 Framing ❑ 01080 Woodstovc ❑ 01090 Smoke Detector Shut Off ❑ 01100 Rough-in Mechanical ❑ 01101 Mechanical Equipment/Controls ❑ 01 102 Mechanical Pip /Duct Insul ❑ 01 105 Underground Mech Rough -in, ❑ 01 1 15 Motor Inspection ❑ 1400 Fire Final IN 01800 Final Mechanical ❑ 04015 Special- Smoke Control System CONDITIONS Off 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 0027 Validity of Permit ❑ 0003 Electrical permits obtained through L & 1 ❑ 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 0005 AII permits, insp records & approved plans available ❑ "Fuel burning appliances ❑ "Appliances, which generate...." ❑ "Water heater shall be anchored...." Additional Conditions: TENANT NAME: Itd,..aU *!, G FEES Basic Fee (Y/N) Supplemental Fee (Y /N) Ilan Check Fee (Y /N) Furnace /Burner to 100,000 BTU (qty) Over 100,000 BTU (qty) Floor Furnace (qty) Suspended /Wall /Floor - mounted Heater (qty) Appliance Vent (qty) 1leating /Refrig /Cooling Unit/System (qty) Boiler /Compressor to 3 111' /100,000 BTU (qty) to 15 l-IP /500,000 BTU (qty) to 30 I-IP /1,000,000 BTU (qty) to 50 1IP/I,750,000 BTU (qty) over 50 11P /1,750,000 BTU (qty) Air Handling Unit to 10,000 cfm (qty) over 10,000 cfm (qty) Evaporative Cooler (qty) Ventilation Fan (qty) Ventilation System (qty) I lood (qty) Incinerator — Domestic (qty) Incinerator — Conim /Ind (qty) Other Mechanical Equipment (qty) Other Mechanical Fee (enter $$) Add'I Fees — Work w/o Permit (Y /N) Insp Outside Normal Flours (hrs) Reinspections (hrs) Miscellaneous Inspections (hrs) Add'I Plan Review (hrs) Plan Reviewer: Permit Tech_ya'� Date: I 1` Z9- ?0001 Date: //—,1'/ ACTIVITY NUMBER: M01 - 221 DATE: 11 -28 -01 PROJECT NAME: BOEING 2 - 85 AIR COMPRESSOR INSTALLATION SITE ADDRESS: 8123 EAST MARGINAL WAY SOUTH Original Plan 'Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route CORRECTION DETERMINATION: Approved n \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP n n Fire Prevention Structural Incomplete Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Planning Division Permit Coordinator DUE DATE: 11-29-01 Not Applicable No further Review Required DUE DATE 12 -27 -01 Approved_, proved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: C` 3 DATE: Z.`0 kb) Approved with Conditions n Not Approved (attach comments) REVIEWER'S INITIALS: DATE: DATE: DUE DATE Project Name /Tenant: /9/2 denip,r2y$5 e /NST09LL/1 /iv 2-e..6' ./3 v a v/.ft Value of Mechanical Equipment: /t2 9 , D D Tax Parcel Number: 047n/ G- D -/7/) z D Phone: ( ) Site Address : e/ 23 e" City State /Zip: , 11/9 le 6/ G i„/ el Y S, Property Owner: b 4, . .6 Street Address: Po 6 370 7 *Oh City State /Zip: / hi e - Z 7PLF �.va Fax #: ( Print name: Contractor: .__ L f / r „el 47/tie 41c Z 9Q-kcL Phone: ( Street Address: City State /Zip: Fax #: ( Contact Person: /L' k r 1: t) Phone: ( ZD4) 65.5 - /S£38 Street Address: City State/Zip: Fax #: ( ) BUILDING O ER OR AUTHORIZED ENT: Signature: r --7 Date /"2{o - D/ Print name: / L O 2 r Phone: ( 2c:94. ) F.4 -1145� Fax it: ( ) Address: �� City /State/Zip: CITY OF Ti (WILA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 Project Number: Permit Number. STAFF USE ONLY Mechanical Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. MECHANICAL PERMIT REVIEW AND APPROVAL REQUESTED: (TO BE FILLED OUT BY APPLICANT) Description of work to be done (please be specific): /W$ 7AGL ,__30,0# L�OsYr2 fAS02 F'A/4 /A/G 41//42 t:-/ST Pi vFpo2 -4 • GONG. tpop /- L vpw 74'& A GL .S /G4.c/L4, //S/S7'J1 ,1 .Y/D.ev5 Je' L A 71 /: J/4 .A.,/ 7 /22/g r e /.„- 7 pAissA,e 3,5 LBis h 7- 3ob ps/ - APPreoX /750 //o�SEPDwl.� 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. 1 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 1 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: Date application expires: Application taken by: (initials) 11/2/99 meal permit doe ✓ 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. Mechanical Permits COMMERCIAL: Two complete sets of drawings and attachments required with application submittal RESIDENTIAL. Two complete sets of attachments required with application submittal Heat loss calculations or Form H -6. •Equipment specifications. 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. 11/1/99 • nitwpostdac NOTE: Water heaters and vents are included in the Uniform Mechanical Code — please include any water heaters or vents being installed or replaced. Submittal Requirements New Single Family Residence Change -out. or replacement of existing mechanical equipment 1 Narrative of work to be done, including modification to duct work. Installation of Gas Fireplace NOTE: Water heaters and vents are included in the Uniform Mechanical Code — please include any water heaters or vents being installed or replaced. City of Tukwila PERMIT CONDITIONS Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 0001600020 Permit Number: M01-221 Address: 8123 EAST MARGINAL WY S TUKW Status: ISSUED Suite No: Applied Date: 11/26/2001 Tenant: BOEING #2 -85 Issue Date: 12/17/2001 1: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 2: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any con- struction. These documents are to be maintained and avail- able until final inspection approval is granted. 3: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 4: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be con- strued to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. I hereby certify that I have read these conditions and will comply with them as outlined. 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 provision of any other work or local laws regulating construction or the performance of work. Signature: Print Name: / /C L 20 doc: Conditions M01 -221 Date: /7.- /7 Ol Printed: 12 -17 -2001 City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 0001600020 Permit Number: M01 -221 Address: 8123 EAST MARGINAL WY S TUKW Status: APPROVED Suite No: Applied Date: 11/26/2001 Applicant: BOEING #2 -85 Issue Date: Receipt No.: R010001559 Payment Amount: 145.19 Initials: KAS Payment Date: 12/17/2001 01:24 PM User ID: 1684 Balance: $0.00 Payee: 000.99.586.908.03 BOEING TRUST ACCT. TRANSACTION LIST: doc: Receipt Amount Payment Other ACCOUNT ITEM LIST: Current Pmts MECHANICAL - NONRES 000/322.100 PLAN CHECK - NONRES Type Method Description 145.19 Description Account Code 000/345.830 29.04 116.15 CITY OF TUKWILA Total: 145.19 1022 12/19 9716 RECEIPT - PW DCD 116.15 voan PW DCD 116.15 - PW DCD 29.04 VOID PW DCD 29.04 - CHECK 0.00 12/19/01 16 08:57 0097 1822 In led: 12 -17 -2001 Z t. .) I. ILU 0 u. W O: a • O; O F_ ;w LL HI uj v N; O • THE BOEING COMPANY 2-85 CUB NEW 300# AIR COMPRESSOR MECHANICAL CALCULATIONS EXPIRES W6 1 NOVEMBER 09, 2001 FILE COPY I understand that the Plan Check approvals a subject to errors and omissio.r:s and approva' plans does nr v;.:dation of any a d o o-,,d • •, : • - ct...-3ipt of con c .•, . ISSUE FOR CONSTRUCTION BOEING JOB NO.: 713194-00 HGI PROJECT NO.: 11039.00 PINOENED CITY OF TUKWILA NOV 2 6 2001 PERMIT CENTER 1O1 A Va T Kd P Kb 0.056 285.714 735 0.953 344.7 1 ORIFICE AREA CALCULATION Calculation for air with constant backpressure per Farris selection procedure Va x (T)" A 418xKdxPxKb A = Required orifice area in sq inches Va = Required air capacity in SCFM T = Inlet temperature F, absolute (F + 460) Kd = Coeffient of discharge (0.953 for air) P = Relieving pressure in psia (set press + overpress + 14.7) Kb = 1 (when backpressure is below 55% of relieving pressure Va = 5.5 lb/sec 0.8658 Air density cf /Ib (300 #1275F) 286 SCFM T = 275 F 735 F abs P = 300 psig set pressure 30 psig overpressure 10% 344.7 psia Select Farris 26DAl2S with D orifice (0.110 sq in.) 1" -300# fing inlet, 2" -150# flng outlet Construction A (convential construction) Designation 1 (inlet temp to 450F, carbon stl body & spring) Inlet class designation 2 (Ansi flange 300 heavywt) Valve capacity for this selection is = 812 SCFM @ 60F 681 SCFM @ 280F REACTION FORCE CALCULATION Calculation for air using Consolidated Safety & Relief Valve Sizing & Selection Book Total outlet reaction force Fe = Fa x Fm X Ft For air, Fm does not apply From Chart A Fa < 200 Ibs From Chart C Ft = 1.15 Therefor Fe < 230 Ibs TITLE: Air Compressor Relief Valve Selection PROJECT: THE BOEING COMPANY Tukwila, WA BY I Date DLF 11/6/01 PROJECT NO. 11039 REV. PAGE 1 OF 1 Prepared by Harris Group, Inc 11039 - Air Pressure Relief Valve Selection.xls 11/6/01 c 42 ORIFICE AREA CALCULATIONS VAPORS or GASES— Lbs. /hr.— A= WVTV CKdP� Kb VAPORS or GASES— S.C.F.M.— A— V vfvZ 1.175 CKdP Kb STEAM — Lbs. /hr.— A— W 51.5 K0P Kb Ksh Kn AIR — S.C.F.M. — A — V T 418 KdPKb LIQUIDS— G.P.M.— ASME Code (2600L Series) A— Nord 38.0 Kd ,P K Non-ASME Code (2600 Series) VLF 38.0 K K A= • front Tulc.t w� rimeizl 4 tiet % - (•441.4 gw, ) SIZING General Equations Before initiating any calculations, it is necessary to establish the general category of the pressure relief valve being con- sidered. This section covers conventional spring - loaded types and BalanSeal spring - loaded types. Pilot operated types are covered in a separate catalog. Given the rate of fluid flow to be relieved, the usual pro- cedure is to first calculate the minimum area required in the valve orifice for the conditions contained in one of the following equations. In the case of steam, air or water, the selection of an orifice may be made directly from the capacity tables if so desired. In either case, the second step is to select the specific type of valve that meets the pressure and temperature requirements. General equations are given first, to identify the basic terms which correlate with ASME Pressure Vessel Code, Sec- tion VIII. Then, an alternate sizing method is given to pro- vide modified equations which reduce computation. Since these equations are conservative, it is recommend- ed that computations of relieving loads avoid cascading of safety factors or multiple contingencies beyond the reasonable flow required to protect the pressure vessel. Conventional Valves constant back pressure only The conventional valve may be used when the variation in backpressure does not exceed 10% of the set pressure, provided the corresponding variation in set pressure is acceptable. CONSTANT BACK PRESSURE Kb= 1 when back pressure is below 55% of abs. relieving pressure. CONSTANT BACK PRESSURE Kb= 1 when back pressure is below 55% of abs. relieving pressure. CONSTANT BACK PRESSURE Kb= 1 when back pressure is below 55% of abs. relieving pressure. K = 1 for Sat. Steam CONSTANT BACK PRESSURE Kb= 1 when back pressure is below 55% of abs. relieving pressure. CONSTANT BACK PRESSURE Kp = 1 at 25% overpressure K 1 at normal viscosities 2 /►o . x::riuits':Lx.:;v�'ts�7�i.'. ril NOMENCLATURE A = Required orifice area in square inches. This value may be compared with the effective discharge areas published in this catalog, and defined in ANSI /API Std. #526. W = Required vapor capacity in pounds per hour. Ws = Required steam capacity in pounds per hour. V = Required gas capacity in S.C.F.M. Va = Required air capacity in S.C.F.M. VL = Required liquid capacity in U.S. gallons per minute. G = Specific gravity of gas (air =1) or specific gravity of liquid (water =1) at actual discharge temperature will obtain a safe valve size. M = Average molecular weight of vapor. P = Relieving pressure in pounds per square inch absolute =set pressure + overpressure + 14.7. Minimum overpressure is' 3 psi. Pi =Set pressure at inlet, psig. P2 =Back pressure at outlet psig. AP =Set pressure + overpressure,psig — back pressure, psig. At 10% overpressure delta P equals 1.1 Pi - P2. Below 30 psig set delta P equals Pi + 3 - P2. T =Inlet temperature °F. absolute (°F. plus 460). Z = Compressibility factor corresponding to T and P (if this factor is not available, compressibility correction can be safely ignored by using a value of Z =1.0). C =Gas or vapor flow constant. Select from table, page 45 or use the curve and table on page 43. k =Ratio of specific heats, Cp /Cv. This value is constant for an ideal gas. If this ratio is not known, the value k= 1.001, C =315 will result in a safe valve size. Isentropic coefficient n may be used instead of k. See curve and table page 43. Kp = Liquid capacity correction factor for overpressures lower than 25% from curve on page 48 Non -Code equations only. Kb =Vapor or gas flow correction factor for constant back pressures above critical pressure from curve on • page 46. Kv =Vapor or gas flow factor for variable back pressures from curve on page 46. Applies to BalanSeal valves only. Kw = Liquid flow factor for variable and constant back pressures from curve on page 48. Applies to BalanSeal valves only. - Ku = Liquid viscosity correction factor from chart page 49 or curve page 50. Ksh =Steam superheat correction factor from table on page 47. Kn = Napier steam correction factor for set pressures between 1500 and 2900 psig from table on page 47. • Kd = Coefficient of discharge: 0.953 for air, steam, vapors & gases; 0.724 for ASME Code liquids;; 0.64 for non -ASME Code liquids. r 0 26DA11/S3 m_ �m ' ��� 260A10/54 No — ��,— e ® � e>_r_ 260A13/S4 �� 26DA14/S4 �� 26DA15/S4 a 60A16/S4 26DA11/S4 �I An 0.110 SQ. IN. Selection Table Note: See Additional API Sizes on Page 38 Selection Chart 24 1000 900 800 700 600 5 4 3 2 5 - -2 0 200 T 400 600 800 1000 1200 1400 1600 1800 2000 2500 3000 4000 NOTES: de SET PRESSURE -LBS. PER SO. IN. 1. The type numbers shown on the selection chart indicate conventional valves. For Balanseal, '0' ring construction, balanced piston design, and other valve options, see the type numbering system on pages 10 and 11. 2. Outlet pressure for temperatures above 100° F shall not exceed the rating in ANSI 816.5. 3. For applications above 1000° F consult the factory. -3/10 _,.�.....,..r« ..x..sws zrm r4 4 9. r! Or- #4 -o c 6 UO N 0 J W O q � 22 a LL Q Z �. 0 : z H W W . U ID co 0 H W W O . z W U= O ~ z . 10 SER VALVES-TO _ 526 VALV ES ANSI . PI STANDARD — - L ^ r � � i. +ti 11 �+- ( =— . * iT ice- :I 1.. 5 'j-,. { ESST 1�� E , EL Q 1 c . r. , " 71 1- ` 1 � • 1 +..!^+'.y.'4/iT ^ h'S: :z I t1- `..)'71.--3-:-•T �`� —.6...r, .� ' � � t�SLa.; 1 '.� , r��L ..t v ir - F 71ST- i1 ;7 C F 2f•f- .,- %( -.:- t �.`: 577: l 1�. T7--........_ - i. r '.��i,1 ..., - 26DA10 260B10 1x 2 1500 1500 - - 285 185 - - 285 230 MI 260A11 260811 1x 2 3000 1500 - - 285 285 - - 285 230 414. n.... e er_—. 1 110 260Al2 260812 1 x 2 300# 1500 - - 740 615 - - 285 230 r• r ' -20° F 26DA13 260B13 1 x 2 6000 1500 - - 1480 1235 - - 285 230 CARBON CARBON TO 260A14 260814 1 1/2 x 2 9000 3000 - - 2220 1845 - - 600 500 STEEL STEEL 450 °F 26DA15 260815 1 1/2 x 2 15000 3000 - - 3705 3080 - - 600 500 e��1— ..r. _ __._. . 26DA16 260816 1 1/2 x 2 1/2 25000 3000 - - 6000 5135 - - 740 500 26DA20 260920 1 x 2 1500 1500 - - - 185 80 - 285 230 1-300 I 26DA21 260821 1x 2 3000 1500 - - - 285 285 - 285 230 � 26DA22 260822 1 x 2 3000 1500 - - - 615 410 - 285 230 HIGH 451° F 260A23 260823 1 x 2 6000 1500 - - - 1235 825 - 285 230 CARBON TEMP TO 260A24 260824 1 1/2 x 2 900# 3000 - - - 1845 1235 - 600 500 STEEL ALLOY 800° F 260A25 260825 1 1/2 x 2 15000 3000 - - - 3080 2060 - 600 500 260A26 260826 1 1/2 x 2 1/2 25000 3000 - - - 5135 3430 - 740 500 -300 � 26DA32 260832 1 x 2 3000 1500 - - - - 510 225 285 230 26DA33 260833 1x 2 6000 1500 - - - - 1015 445 285 230 CHROME HIGH 801° F 26DA34 260834 1 1/2 x 2 9000 3000 - - - - 1525 670 600 500 MOLY TEMP TO 260A35 260835 1 1/2 x 2 15000 300# - - - - 2540 1115 600 500 STEEL ALLOY 1000° F 26DA36 260836 1 1/2 x 2 1/2 25000 3000 - - - - 4230 1860 740 500 260A10 /S3 260810/S3 1 x 2 1500 1500 - 275 - - - - 275 230 260A11/S3 26D811/S3 1 x 2 3000 1500 - 275 - - - - 275 230 60 S S3 1 2 26 / 26DAl2/S3 260B12/S3 1 x 2 3000 1500 - 720 - - - - 275 230 CARE. -21° F 260A13/S3 26DB13/S3 1 x 2 6000 150# - 1440 - - - - 275 230 ST. 1 ST. NICKEL To 26DA14 /S3 26DB14/S3 1 1/2 x 2 9000 3000 - 2160 - - - - 600 500 PLTD. -75 F 26DA15/S3 260815/S3 1 1/2 x 2 15000 3000 - 3600 - - - - 600 500 260A16/S3 260916/S3 1 1/2 x 2 1/2 25000 3000 - 6000 - - - - 720 500 26DA10/S4 260810/S4 1 x 2 1500 1500 275 - - - - - 275 230 26DA11/S4 260911/S4 1 x 2 3000 1500 275 - - - - - 275 230 26DAl2/S4 260812/S4 1 x 2 3000 150# 720 - - - - - 275 230 -76° F 26DA13/S4 260813/S4 1 x 2 600# 1500 1440 - - - - - 275 230 316 ST. ST. 316 ST. ST. TO 26DA14/S4 260814/S4 1 1/2 x 2 9000 3000 2160 - - - - - 600 500 -450° F 260A15/S4 2601315/S4 1 1/2 x 2 15000 3000 3600 - - - - - 600 500 260A16 /S4 260816/S4 1 1/2 x 2 1/2 2500# 3000 4000 - - - - - 720 500 0 26DA11/S3 m_ �m ' ��� 260A10/54 No — ��,— e ® � e>_r_ 260A13/S4 �� 26DA14/S4 �� 26DA15/S4 a 60A16/S4 26DA11/S4 �I An 0.110 SQ. IN. Selection Table Note: See Additional API Sizes on Page 38 Selection Chart 24 1000 900 800 700 600 5 4 3 2 5 - -2 0 200 T 400 600 800 1000 1200 1400 1600 1800 2000 2500 3000 4000 NOTES: de SET PRESSURE -LBS. PER SO. IN. 1. The type numbers shown on the selection chart indicate conventional valves. For Balanseal, '0' ring construction, balanced piston design, and other valve options, see the type numbering system on pages 10 and 11. 2. Outlet pressure for temperatures above 100° F shall not exceed the rating in ANSI 816.5. 3. For applications above 1000° F consult the factory. -3/10 _,.�.....,..r« ..x..sws zrm r4 4 9. r! Or- #4 -o c 6 UO N 0 J W O q � 22 a LL Q Z �. 0 : z H W W . U ID co 0 H W W O . z W U= O ~ z - -� - 2 -300 � - -- 2 26DA36 - ' 1 1- M 2 -,50 ' 26DA34 MI • • h. 2 �1 — — tttttAr�� • et_ t t 2 -300 M MI A� ' C� , 414. n.... e er_—. 1 , - 11110= 1 -- 1� — k� 2_ 1 5 0 , 1 r• r ' I 1 1 } 26DA24 2 i 2 t♦C x i �� � + :um 1 1-600 1 26DA20 50 0 0 I 1 rr 2 2 2 x p = 1 2 , -�C ra in 2 e>_` —�— - . _ --- = = e e��1— ..r. _ __._. . .— - -- -- . _. -.... _ IL _ 1-300 I IM � � I 1 k 2 ■i ' ' 2 260A13 I 26DA14 2 26DA15 2 "nom 2 260A16 a awe - -. , 26DA10 ■ 26DAl2 _ _ 2 I��= 2 x C ` 1 mom!! — I 2 I — � 1 — 2 �� 2 - 2 2 - 150 : : 2 -300 � fi t\ 1 � � i f ii 260A10/S3 t tip 2 =C 2 260 S � 2 — / � 6 60 S S3 1 2 26 / / -1 26DAl2/S3 = S3 � 26DA1 — /S3 � 0.110 SQ. IN. Selection Table Note: See Additional API Sizes on Page 38 Selection Chart 24 1000 900 800 700 600 5 4 3 2 5 - -2 0 200 T 400 600 800 1000 1200 1400 1600 1800 2000 2500 3000 4000 NOTES: de SET PRESSURE -LBS. PER SO. IN. 1. The type numbers shown on the selection chart indicate conventional valves. For Balanseal, '0' ring construction, balanced piston design, and other valve options, see the type numbering system on pages 10 and 11. 2. Outlet pressure for temperatures above 100° F shall not exceed the rating in ANSI 816.5. 3. For applications above 1000° F consult the factory. -3/10 _,.�.....,..r« ..x..sws zrm r4 4 9. r! Or- #4 -o c 6 UO N 0 J W O q � 22 a LL Q Z �. 0 : z H W W . U ID co 0 H W W O . z W U= O ~ z SET PRESSURE P D E F G H J K L M N P Q R T 1# INCR. 3 4 6 10 15 25 35 55 69 83 122 212 307 500 15 80 116 193 288 449 736 1052 1633 2060 2484 3651 6323 9156 14880 20 92 134 222 332 518 849 1213 1882 2375 2863 4209 7290 10560 17150 25 104 152 252 376 587 962 1373 2132 2690 3243 4767 8257 11960 19430 30 112 169 278 419 654 1071 1529 2374 2996 3611 5307 9189 13320 21670 35 125 188 310 467 729 1194 1706 2648 3341 4028 5919 10250 14850 24170 40 138 207 342 515 805 1318 1882 2921 3686 4444 6531 11310 16390 26670 45 151 227 374 563 880 1441 2058 3195 4032 4860 7143 12370 17920 29170 50 164 246 406 612 955 1565 2235 3469 4377 5277 7755 13430 19460 31670 55 177 266 438 660 1031 1688 2411 3743 4723 5693 8367 14490 20990 34170 60 190 285 470 708 1106 1812 2587 4016 5068 6109 8979 15550 22530 36670 65 203 305 502 757 1181 1935 2764 4290 5413 6526 9591 16610 24060 39170 70 216 324 534 805 1257 2059 2940 4564 5759 6942 10200 17670 25600 41670 75 229 343 566 853 1332 2182 3116 4838 6104 7359 10820 18720 27140 44170 80 242 363 598 901 1408 2306 3293 5111 6450 7775 11430 19780 28670 46670 85 255 382 630 950 1483 2429 3469 5385 6795 8191 12040 20840 30200 49170 90 268 402 662 998 1558 2553 3645 5659 7140 8608 12650 21900 31740 51660 95 281 421 694 1046 1634 2676 3821 5932 7486 9024 13260 22960 33270 54160 100 294 441 726 1094 1709 2800 3998 6206 7831 9440 13870 24020 34810 56660 105 307 460 758 1143 1785 2923 4174 6480 8177 9857 14490 25080 36350 59160 110 320 479 790 1191 1860 3047 4350 6754 8522 10270 15100 26140 37880 61660 115 333 499 822 1239 1935 3170 4527 7027 8867 10690 15710 27200 39410 64150 120 345 518 854 1287 2011 3294 4703 7301 9213 11110 16320 28260 40950 66650 125 358 538 887 1336 2086 3417 4879 7575 9558 11520 16930 29320 42490 69150 130 371 557 919 1384 2161 3541 5056 7849 9904 11940 17550 30380 44020 71650 135 384 577 951 1432 2237 3664 5232 8122 10250 12360 18160 31440 44560 74150 140 397 596 983 1481 2312 3787 5408 8396 10590 12770 18770 32500 47090 76650 145 410 615 1015 1529 2388 3911 5585 8670 10940 13190 19380 33560 48620 79150 150 423 635 1047 1577 2463 4034 5761 8943 11290 13600 19990 34620 50160 81650 155 436 654 1079 1625 2538 4158 5937 9217 11630 14020 20610 35680 51690 84150 160 449 674 1111 1674 2614 4281 6114 9491 11980 14440 21220 36740 53230 86640 165 462 693 1143 1722 2689 4405 6290 9765 12320 14850 21830 37800 54770 89140 170 475 713 1175 1770 2765 4528 6466 10040 12670 15270 22440 38860 56300 91640 175 488 732 1207 1818 2840 4652 6643 10310 13010 15690 23050 39910 57830 94140 180 501 751 1239 1867 2915 4775 6819 10590 13360 16100 23670 40970 59370 96640 185 514 771 1271 1915 2991 4899 6995 10860 13700 16520 24280 42030 60900 99140 190 527 790 1303 1963 3066 5022 7172 11130 14050 16940 24890 43090 62440 101640 195 540 810 1335 2012 3141 5146 7348 11410 14390 17350 25500 44150 63980 104100 200 553 829 1367 2060 3217 5269 7524 11680 14740 17770 26110 45210 65520 106600 205 566 849 1399 2108 3292 5393 7701 11950 15080 18180 26730 46270 67050 109100 210 579 868 1431 2156 3368 5516 7877 12230 15430 18600 27340 47330 68590 111600 215 592 887 1463 2205 3443 5640 8053 12500 15780 19020 27950 48390 70120 114100 220 605 907 1495 2253 3518 5763 8230 12780 16120 19430 28560 49450 71660 116600 225 617 926 1527 2301 3594 5887 8406 13050 16470 19850 29170 50510 73190 119100 230 630 946 1559 2349 3669 6010 8582 13320 16810 20270 29790 51570 74730 121600 235 643 965 1591 2398 3745 6134 8759 13600 17160 20680 30400 52630 76260 124100 240 656 985 1623 2446 3820 6257 8935 13870 17500 21100 31010 53690 77800 126600 245 669 1004 1655 2494 3895 6381 9111 14140 17850 21520 31620 54750 79330 129100 250 682 1023 1687 2542 3971 6504 9288 14420 18190 21930 32230 55810 80870 131600 255 695 1043 1719 2591 4046 6628 9464 14690 18540 22350 32850 56870 82410 134100 260 708 1062 1751 2639 4121- 6751 9640 14970 18880 22760 33460 57930 83940 136600 265 721 1082 1784 2687 4197 6875 9817 15240 19230 23180 34070 58990 85480 139100 270 734 1101 1816 2736 4272 6998 9993 15510 19570 23600 34680 60050 87010 141600 275 747 1121 1848 2784 4348 7121 10170 15790 19920 24010 35290 61110 88550 144100 280 760 1140 1880 2832 4423 7245 10350 16060 20270 24430 35910 62160 90080 146600 285 773 1159 1912 2880 4498 7368 10520 16330 20610 24850 36520 63220 91620 149100 290 786 1179 1944 2929 4574 7492 10700 16610 20960 25260 37130 64280 93150 151600 295 '• 1198 1976 2977 4649 7615 10870 16880 21300 25680 37740 65340 94690 154100 -ter 300 dal 1218 2008 3025 4724 7739 11050 17160 21650 26100 38350 66400 96220 156600 305 - 1237 2040 3073 4800 7862 11230 17430 21990 26510 38970 67460 97760 310 838 1257 2072 3122 4875 7986 11400 17700 22340 26930 39580 68520 99300 315 851 1276 2104 3170 4951 8109 11580 17980 22680 27340 40190 69580 100800 320 864 1295 2136 3218 5026 8233 11760 18250 23030 27760 40800 70640 102400 325 877 1315 2168 3267 5101 8356 11930 18520 23370 28180 41410 71700 103900 330 889 1334 2200 3315 5177 8480 12110 18800 23720 28590 42030 72760 105400 335 902 1354 2232 3363 5252 8603 12290 19070 24060 29010 42640 73820 107000 340 915 1373 2264 3411 5328 8727 12460 19350 24410 29430 43250 74880 108500 345 928 1393 2296 3460 5403 8850 12640 19620 24760 29840 43860 75940 110000 .350• 941 1412 2328 3508 5478 8974 12810 19890 25100 30260 44470 77000 111600 -- 355•:; 954 1431 2360 3556 5554 9097 12990 20170 25450 30680 45080 78060 113100 360 - 967 1451 2392 3604 5629 9221 13170 20440 25790 31090 45700 79120 114600 365 980 1470 2424 3653 5704 9344 13340 20710 26140 31510 46310 80180 116200 ;. _ 993 1006 1490 1509 2456 2488 3701 3749 5780 5855 9468 9591 13520 13700 20990 21260 26480 26830 31920 32340 46920 47530 81240 82300 117700 119300 � 4 •"'- ` =t- 1019 1529 2520 3798 5931 9715 13870 21540 27170 32760 48140 83350 120800 AIR 10% OVERPRESSURE NOZZLE CAPACITIES -CU. FT PER MIN. ASME PRESSURE VESSEL CODE (UV) Capacities in standard cubic feet per minute at 60 °F. To correct tor temperatures other than 60 °F., multiply by Kt. 56 For SR. GR. 0.65: Multiply by 1.24 Capacities at 30 psig and below are based on 3 psi overpressure • • _r Z ~ W 6 0 0 CO W J N W WO g Q N = F Z � I- O Z I- W U 0- C3 I.- W W H H LLO W Z U O F- Z �, . er. aPO rAotaCUla W�l�h ., C*Mra 2.70 o .1". Or a (Constant } 'i T� ;.;; (C/31S1� Factor• =- Air 28.970 5.382 1.410 356. 1.130 Acetylene 26.040 5.103 1.260 343. 1.089 Ammonia 17.030 4.126 1.310 348. 1.105 Argon 39.944 6.320 1.668 377.8 1.200 Benzene 78.110 8.838 1.118 328.8 1.044 N•Butane 58.120 7.630 1.094 326.4 1.036 'so•8utane 58.120 7.630 1.097 326.7 1.037 Carbon Disulphide 76.130 8.726 1.210 338. 1.073 Carbon Dioxide 44.010 6.634 1.300 347. 1.102 Carbon Monoxide 28.010 5.292 1.404 356.4 1.131 Chlorine 70.910 8.421 1.355 351.6 1.117 Cyclohexane 84.156 9.174 1.089 324.9 1.031 Dowtherm "A" 165.000 12.845 - - - Dowtherm "J" 134.000 11.575 - - - N•Ethane 30.068 5.484 1.193 336.3 1.067 Ethylene 28.052 5.296 1.243 341.3 1.083 Freon 11 137.371 11.720 1.136 330.6 1.050 Freon 12 120.920 10.995 1.137 330.7 1.051 Freon 22 86.480 9.299 1.184 336.4 1.067 Freon 114 170.930 13.073 1.088 326.2 1.036 Helium 4.003 2.000 1.660 377. 1.197 N-Heptane 100.198 10.010 1.052 321.2 1.021 Hexane 86.172 9.283 1.062 322.2 1.022 Hydrochloric Acid 36.470 6.042 1.410 357. 1.133 Hydrogen 2.016 1.420 1.410 357. 1.133 Hydrogen Sulphide 34.076 5.829 1.320 349. 1.108 Methane 16.042 4.005 1.308 347.8 1.105 Ethyl Alcohol 46.069 6.787 1.130 330. 1.048 Methyl Alcohol 32.000 5.657 1.203 337.3 1.071 Methyl Chloride 50.480 7.105 1.200 337. 1.070 Natural Gas (Typical) 19.000 4.360 1.27 344.0 1.090 Nitrogen 28.016 5.293 L404` 356.4 1.131 Nitrous Oxide 44.020 6.635 1.303 347.3 1.103 N•Octane 114.224 10.688 1.046 320.6 1.018 Oxygen 32.000 5.656 1.401 356.1 1.130 Paracymene 134.21 11.6 - - - N•Pentane 72.146 8.494 1.074 323.4 1.027 'so-Pentane 72.146 8.494 1.076 323.6 1.028 Propane 44.094 6.632 1.133 330.3 1.049 Sulphur Dioxide 64.070 8.004 1.240 341. 1.083 Toluene 92.130 9.610 1.090 326. 1.035 sPbarttalt=x sPxer.h ria-SY C*Mra 2.70 0.609 .0692 3.801 (H21 1.02 0.990 .070 3.779 1.04 0.981 2.80 0.598 .080 3.535 1.06 0.971 2.90 0.587 .090 3.333 1.08 0.962 3.00 0.577 .100 3.126 1.10 0.953 3.10 0.568 .138 2.691 (Helium) 1.12 0.945 3.20 0.559 .150 2.581 1.14 0.937 3.30 0.550 .200 2.240 1.16 0.928 3.40 0.542 .250 2.000 1.18 10.921 3.50 0.535 .300 1.825 1.20 0.913 3.60 0.527 .350 1.688 1.25 10.895 3.70 0.520 .400 1.580 1.30 0.877 3.80 0.513 .45 1.489 1.35 1 0.861 3.90 0.506 .50 1.414 1.40 1 0.845 4.00 0.500 .55 1.350 1.45 0.830 4.10 0.494 .60 1.290 1.50 0.817 4.20 0.488 .65 1.240 1.55 0.803 4.30 0.482 .70 1.195 1.60 0.791 4.40 0.477 .75 1.155 1.65 0.779 4.50 0.472 .80 1.117 1.70 0.768 4.60 0.466 .82 1.104 1.75 0.756 4.70 0.461 .84 1.091 1.80 0.745 4.80 0.456 .86 1.078 1.90 1 0.725 4.90 0.452 .88 1.066 2.00 [0.707 5.00 0.447 .90 1.055 2.10 0.690 .92 1.043 2.20 0.674 .94 1.031 2.30 0.659 .96 1.021 2.40 0.645 .98 1.010 2.50 0.633 1.00 1.000 2.60 0.620 ii "` 2 1.414 100 10.000 3 1.732 110 10.488 4 2.000 120 10.954 5 2.236 130 11.401 6 2.449 140 11.832 7 2.645 150 12.247 8 2.828 160 1 12.649 9 3.000 170 13.038 10 3.162 180 13.416 20 4.472 190 13.784 30 5.477 200 14.142 40 6.324 220 14.832 50 7.071 240 15.491 60 7.745 260 16.124 70 8.366 280 16.733 80 8.944 300 1.7.320 90 9.486 440 .7592 ALTERNATE SIZING METHOD Capacity Correction Factor Tables Temperature Sizing Factor Vapors and Gases (60•F.= 1) Specific Gravity Sizing Factor K Vapors or Gases (Air = 1) Liquids (Water = 1) at discharge Temperature* The use of a Sp. Gr. of any temperature lower than that of the actua discharge will result in a safe valve size. 4- Specific Heat Sizing Factor K Vapors and Gases (k of 1.001 = 1) 1.001 1.000 1.38 1.124 1.02 1.04 1.06 1.08 1.10 1.12 1.14 1.16 1.18 1.20 1.22 1.010 1.016 1.022 1.029 1.038 1.044 1.051 1.057 1.063 1.40 1.130 1.42 1.44 1.46 1.48 1.50 1.52 1.54 1.56 1.070 1.58 1.076 1.60 1.24 1.083 1.62 1.26 1.089 1.64 1.136 1.141 1.145 1.152 1.157 1.162 1.168 1.172 1.177 1.28 1.095 1.66 1.197 1.182 1.187 1.30 1.102 1.68 1.202 1.193 1.32 1.108 1.34 1.113 1.36 1.118 1.70 1.207 2.00 1.270 2.20 1.308 Molecular Weight Sizing Factor Km (Km =VTA) 45 -450 7.359 - 40 1.113 240 .8619 - 440 5.150 - 30 1.110 260 .8498 -420 3.623 - 20 1.087 280 .8383 -400 2.953 - 10 1.075 300 .8272 -380 2.555 0 1.063 320 .8165 -360 2.280 10 1.052 340 .8062 -340 2.080 20 1.041 360 .7963 -320 1.927 30 1.030 380 .7868 -300 1.803 40 1.020 400 .7776 -280 1.700 50 1.010 420 .7687 -260 1.612 60 1.000 440 .7592 -240 1.537 70 .9905 460 .7518 -220 1.472 80 .9813 480 .7438 -200 1.414 90 .9723 1 500 .7360 -180 1 1.363 100 .9636 1 550 .7175 -160 1 1.317 1.10 .9552 600 .7005 -140 1.275 1.20 .9469 650 .6844 -120 1.237 130 .9388 r 700 .6695 -100 1.202 140 .9310 750 .6556 - 90 1.186 150 .9233 800 .6425 - 80 1.170 160 .9158 850 .6300 - 70 1.155 180 .9014 900 .6183 - 60 1.140 200 .8876 950 .6073 - 50 1.126 220 .8746 1000 .5968 ALTERNATE SIZING METHOD Capacity Correction Factor Tables Temperature Sizing Factor Vapors and Gases (60•F.= 1) Specific Gravity Sizing Factor K Vapors or Gases (Air = 1) Liquids (Water = 1) at discharge Temperature* The use of a Sp. Gr. of any temperature lower than that of the actua discharge will result in a safe valve size. 4- Specific Heat Sizing Factor K Vapors and Gases (k of 1.001 = 1) 1.001 1.000 1.38 1.124 1.02 1.04 1.06 1.08 1.10 1.12 1.14 1.16 1.18 1.20 1.22 1.010 1.016 1.022 1.029 1.038 1.044 1.051 1.057 1.063 1.40 1.130 1.42 1.44 1.46 1.48 1.50 1.52 1.54 1.56 1.070 1.58 1.076 1.60 1.24 1.083 1.62 1.26 1.089 1.64 1.136 1.141 1.145 1.152 1.157 1.162 1.168 1.172 1.177 1.28 1.095 1.66 1.197 1.182 1.187 1.30 1.102 1.68 1.202 1.193 1.32 1.108 1.34 1.113 1.36 1.118 1.70 1.207 2.00 1.270 2.20 1.308 Molecular Weight Sizing Factor Km (Km =VTA) 45 Size type Dimensions Inlet x Outlet Conventional A All Cap & Lever Const. B C E F A PP riu • Weight 1x2 26DA10 18 41/2 4 1/2 1 6 42 1x2 260A11 18 4 41/4 1/2 1 42 .1x2 260Al2 18 41/2 4 V2 1 6 42 1x2 26DA13 18% 41/2 411/4 1/2 1M6 42 1 26DA14 22% 51/2 41/4 11 /16 1 50 11/2x2 260A15 22% 5 4 1 1/46 1 50 11/2x21/2 26DA16 223/4 6 51/2 11/ 21/46 80 1x2 260A20 18% 41/2 41/4 1/2 1 42 1x2 26DA21 18 4 4 'h 1 42 1x2 26DA22 18 4 41/4 1 /2 1 42 1x2 260A23 18 4 41/4 1/2 1 6 42 11/2x2 260/124 22 51/2 41/4 "As 115/16 50 1 260A25 22 5 41/4 '1/46 1 50 11/2x2 26DA26 223/4 61/2 5'h 11 /16 21/46 80 1x2 26DA32 18% 41/2 41/4 1/2 1 42 1x2 26DA33 18% 41/2 41/4 lh 1 42 1 26DA34 221/4 51/2 41/4 ' 1 50 11/2x2 260A35 22% c/ ...12 A L . / 11 ,16 1 4 . r 6 ;11 ...... 11/2x21/2 260A36 223/4 61/2 51/2 11/ 21/46 80 1x2 26EA10 18 41/2 41/4 1/2 1 42 1x2 26EA11 18 4 41/4 1/2 1 6 42 1x2 26EAl2 18 41/2 41/4 1/2 1 42 1x2 26EA13 18% 41/2 41/4 1/2 1 42 11/2x2 26EA14 22% 51/2 4 1 1/46 1 50 1 26EA15 22% 5 41/4 "A6 1 50 11/2x2 26EA16 223/4 61/2 51/2 11/16 21/46 80 1x2 26EA20 18% 41/2 41/4 1 /2 1 6 42 1x2 26EA21 181/4 4 41/4 1/2 1 42 1x2 26EA22 18% 4 41/4 1 /2 1 42 1x2 26EA23 18 4 4 1/2 1 6 42 11/2x2 26EA24 22 5 41/4 1 1/46 1 50 1 26EA25 22% 51/2 41/4 1 1/46 1 50 1 26EA26 223/4 6'/2 51/2 11/ 2 80 1x2 26EA32 18 4 41/4 1/2 1 42 1x2 26EA33 181/4 41/2 41/4 1/2 1 5 42 11/2x2 26EA34 22% 5 4'1/4 1 1/46 1 6 50 11/2x2 26EA35 221/4 5½ 63/4 11/ 1 50 Size TAN Dimensions W Inlet X Outlet Conventional A All Cap & Lever Const. B C E F A PP rnx • Weight 1 26EA36 223/4 6 51/2 1 1/46 21/46 80 11/24 26FA10 18 43/4 41/4 1 1/46 11/4 4 4 11/2x2 26FA11 18 43/ 41/4 11 A6 13/6 44 11/2x2 26FAl2 22 41/4 1 1/46 1 50 1 26FA13 22 to I 41/4 "A6 1 50 11/2x21/2 26FA14 223/4 6 41/4 "As 1 70 11/2x21/2 26FA15 223/4 6 41/4 1 1/46 1 70 11/2x21/2 26FA16 223/4 6 51/2 11 A6 23/46 80 1 26FA20 18% 43A 47/ 1 lAs 11/4 44 11/2x2 26FA21 18 43/4 4 l 'As Ns 44 11/2x2 26FA22 22'/4 6 4% 1 1/46 1 50 11/2x2 26FA23 221/4 6 41/4 1 1/46 1 50 11/2x2 26FA24 223/4 6 4% 11 /16 1 70 11/2x21/2 26FA25 223/4 6 41/4 1 1/4s 1 70 1 26FA26 223/4 6 51/2 1 'A 6 2 6 80 11/2x2 26FA32 221/4 47/ "A6 1 50 11/2x2 26FA33 221/4 41/4 "A6 1 50 1 26FA34 223/4 6 41/4 11 1/s 1 70 1 26FA35 223/4 6 41/4 1 1/4 6 1 70 11/2x21/2 26FA36 223/4 61/2 51/2 11/16 21/46 80 11/2x21/2 26GA10 18 43/4 41/4 1 1/46 13/4 50 11/2x21/2 26GA11 185/6 43/4 41/4 1 1/46 1 50 11/2x21/2 26GAl2 22'/4 6 41/4 1 1/46 1 60 11/2x2 26GA13 221/4 6 4 11/ 1 /,6 60 1 266A14 22 6 41/4 "As 1 70 2x3 26GA15 23% 63/4 Ws "As 2 85 2x3 260A16 231/4 63/4 61/4 11/ 211/ 95 11/2x2 26GA20 18% 43/4 41/4 1 1/46 11/2 50 11/2x21/2 26GA21 18% 4 41/4 11 A6 1 50 11/2x21/2 26GA22 22 6 41/4 "As 1 60 11/2x2 26GA23 221/4 6 41/4 11A6 1 60 11/2x21/2 26GA24 22 6 41/4 11 /16 1 70 2x3 26GA25 23 63/4 61/4 '1/46 2 85 2x3 26GA26 231/4 63/4 61/4 11 / 16 211/ 95 11/2x21/2 26GA32 221/4 CD tD CD 47/ 1 1/ 16 1y, 60 11/2x21/2 26GA33 22 4% 1 1/46 1 60 11/2x21/2 266A34 223/4 41/4 11 A6 1 70 2x3 26GA35 23% 6 6 "As 2 85 2x3 260A36 231/4 63/4 61/4 "/16 2 95 11/2x3 26HA10 191/2 47/ 51/4 11 A 6 11/ 54 11/2x3 26HA11 19 41/4 5l/ 11 /16 11/2 54 2x3 26HAl2 221/4 4% 51/4 1 1/46 1 70 2x3 26HA13 231/4 6 61/ 11A5 1 70 2x3 26HA14 231/4 6 /e 61/ 11 / 16 2 85 2x3 26HA15 23 6 6'/,6 11 A6 2 85 11/2x3 26HA20 191/2 47/ 51/4 11 A6 11/4 54 11/2x3 26HA21 191/2 41/4 51/4 11 / 16 11/ 54 2x3 26HA22 221/2 4 51/2 11A6 1"A6 70 2x3 26HA23 231/4 61/4 61/46 1 lAs 1 70 2x3 26HA24 231/4 6% Ws "As 2 85 2x3 26HA25 23% 6 6 11 16 2 85 2x3 26HA32 221/4 4 51/4 "A6 1 70 2x3 26HA33 221/4 4% 51/4 11 A5 1 70 2x3 26HA34 23% 6 6'/16 "/16 2 85 2x3 26HA35 23% 6Ye Ws "As 2 85 2x3 26JA10 221/4 4 5% 11/16 1y, 58 2x3 26JA11 22'/4 41/4 5 1 1/46 1"/16 58 2 hx4 26JAl2 24 5% 5% 1 A6 1 150 21/2x4 26JA13 24% 63/4 61/2 "A6 1 150 3x4 26JA14 33 PA 71/4 11 / 16 23/46 175 3x4 26JA15 331/2 PA 7 11 /16 2 175 2600 2600L series 68 DIMENSIONS AND WEIGHTS zNPT DRAIN NOTES: 1. Center to lace dimensions B and C comply with ANSI/API Standard 52e. 2. The type numbers shown indicate conventional valves. For other constructions, see the type numbering system on pages 10 and 11. a Height of the 2600L and Balanced Piston design is greater than the standard 2600 series. Consult the factory. " :;.' um..2.'gtens.m.r.4,,s;castszkcrmtur 91 ITEM PART NAME MATERIAL , 1 Body 26( )A10 lhru 26( )A26 SA -216 GR. WCB, Carbon Steel 26( )A32 thni 26( )A36 SA -217 GR. WC6, Alloy S1 (114 CR —r Moly) 2 Bonnet 26( )A10 thnr 26( )A26 SA -216 GR. WCB, Carbon Steel 26( )A32 thin 26( )A36 SA -216 GR. WCB. Carbon Steel 3 Cap. Plain Screwed Carbon Steel 4 Disc 316 SL SL 5 Hanle 316 SL SL 6 Disc Holder 316 SL SL 7 Blow Down Ring 316 SL SL 8 Sleeve Guide 316 SL SL 9 Stem 316 SL SL 10 Spring Adjusting Screw 316 SL SL 11 Jam Nut (Spc Adj. Scr.) 316 SL St. 12 Lock Screw (B.D.R.) 316 SL Si 13 Lock Screw Stud 316 SL Sl. 14 Stem Retainer 316 SL SL 15 Spring Button Carbon Steel Aust Proofed 16 Body Stud ASTM A193 Gr. 87, Alloy SL 17 Hex Nut (Body) ASTM A194 Gr. 2H, Alloy SL 18 Spring 26( )A10 thin 26( )A16 Carbon Steel Rust Proofed 26( )A20 thm 26( )A36 High Temp. Alloy Rust Proofed 19 Cap Gasket 316 SL St. 20 Body Gasket 316 SL SL 21 Bonnet Gasket 316 SL SL 22 Lock Screw Gasket 316 SL SL 23 Hex Nut (B.D.R.L.S.) • - Stainless Steel • 24 Lod Screw (D.H.) -. . Stainless Steel _ 25 Pipe Plug (Bonnet) — - Steel -• 26 Pipe Plug (Body) , , ,Steel 12 2600 SERIES CONVENTIONAL M }� k ',..'�•:. + iii. .. -;+, +- 11 14 8 21 20 1 10 Bill of Materials - Conventional 19 15 18 15 25 -16 17 13 22 12 ` 23 r. 26 ..,.:'.' g. : 't. .t.; • :BUILT IN" " ` - CONFORMANCE':-,' TO ASME CODE . SECTION 1 /111; 2 :::' - CAPACITY CERTIFIED :BY NATIONAL BOARD (AIR, GAS, AND STEAM • General Notes: • • 1. Parenthesis i�:type number indicates orifice designation, as 26FA10.4c' ;3 ;::;,::.:.:,._`. . 2. For corrosive and low temperature materials no pages 17.. through 3. For opeiiand packed lever" . terial acid test gags see • accessorjes ° .Fa9 c •. 4. Capacities iee.pages 51'thriugh 63 • ,':':;:;.; :'' 5. Dimensions and weights,.see pages 68 8 69. • , '. • 6. Also suitable for liquld er4ice where ASME C _. Ce/Vficai[on_, _ Lnot.[eq For.ASME.Cetified ^.c r.. 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NN •t•MY/MNMMtutYttt •••t •••/ M•at•aMpta •••••••• I■I!U• pYM• tt•• MMMUtNMM•Nu 1••M•t••uMNmM•uN•MN• M•••/ tt■ MMMpMgMtMMM •tgM•t•••uNN••uMM•t•/ •M•t••N ••ANa• /tU MtgMUtMMMMMq 2000 •1t AWJ iu • tt• MtMMtNU•••NN•M••M•• M N•MMU •111111•••••••4a• •tt •q tMt•MMNUtt•MM•UUttt •111WB•M�••M/::N •MAtw'A/.N •► atMU MtMMMM/ wq• tM• MMNMtU•UMtttt /tt••M•M••NgN /p /u• •M•••p• I► N• N•• M• MMUtM• t•• t•• tt•MMMMt•AM•Mtp••••u•NA•gtMMtt• •U•Mq•.••.t•.INUttNtt MUU•I if' I' •MM- MMi•1tt ■MMNNAtuuMMUM•.M.••uN•u••••tu U•• tutu •••••gNANMtq•Mt••uM•••••••M•Mtq• OUTLET NOTE: THE RACTION CHART FOR AIR AT 60F 11•••••••••••• SIZES SHOWN AB OVE C O R RESPONDS mummM:•mMs /a•u•p••• MMaiiii pttw1 MN•I I I/ / /••tMtMtUMUMMMMt Y•t■ 1000 M j' .r Y•MMM•••1 1••••••••• TO VALVE OUTLET SIZE. • sut �Mt MMM• MN• MMM• YUU• tU•■ Aitiw A°• MUIIIi f•MM•Mt•ut■ Mt' i'i / 4 q•t•t.MMN•MNMUgMwt•• ■•I /• ItU••••••NUNt•••ttM•t•N•tttNN• •■•. / .p/tt• ■I ■ U• i•■• /f at/•a•• I 4•■ /• •■•a v iat■•• M• MUM•• M• M•• Ma M•■ ApgN• M•• MUUMMgMNtNtMMWNpMMNNNtt MMNMM/ MM1tdipeMN• MMM• w aN•UM••uUMUU•••tMMU•tt•uU•U•uUp MMgtM• f•• ttMNt• MMttUUU• MMMU N••t M■/ tut uMU MMYNpu u• M.MMMUu•t•tt.U••M.•••uM•.MUUpUu ■•quM•u••MM•••utU•UN•U••uMU•••U u• ut ••Mt••t•tt■Mt•t•ttm••tM••■UM•M •wt•utuM•t•uupNt•/•••Ut•/MNM•• `uM•ut•t••MM•Ut•••••••u•U••••t• •N••tu■••t••••Ut••UM•■••••■ •t•t/gq•UM••/•t/ /•••tut / /N■•UU ••••••U ■■ U• u■ Mt•/••••■ tpuMM••• NNMtttttgt• •/M•t /■ /•■MtM••••U••t••• ■••U■/■ 0 20 40 60 80 100 120 140 160 vJ Z 0 a. U cc 0 0 :e w 1 L J I D O er o ;ig ie c ` et is a le let 50 of 1 AIR CAPACITY - THOUSANDS OF SCFM urn iw:F'nY::n'a,�: ;.�r,�a�:wca:2i�rfu?na¢, 1c.�t.•r'(;aa�h„dab+a: + rid :. ;dw.' . J:iBoa.L:�a% e:al:;is�i. ;?e 4:44., , Consolidated® Safety Relief Valves 7-4 SRV -1 Fall 1993 - Engineering Reaction Forces Due to Valve Discharge (Gases & Vapors) A thrust is exerted on a pressure relief valve when it is discharging.This thrust is equal to mass flow rate times exit velocity, plus outlet flange area, times the difference between exit pressure and atmospheric pressure. This thrust, acting opposite to the direction of flow, may be significant, particularly when relieving gases or vapors. Although CONSOLIDATED• Safety Relief Valves are designed to withstand this thrust, stresses developed in piping or equipment should be investigated. It is especially important when the valve is discharging to atmosphere through an unsupported stack. A simple procedure using the curves in this catalog, permits accurate determination of discharge reactions for CONSOLIDATED Safety Relief Valves as shown in this catalog. The steps in the procedure are: 1. Select the valve of proper size and pressure rating for the application. 2. Find the air discharge (capacity SCFM) for the orifice selected. NOTE: These capacities are for 10% over- pressure which is normal for most applications. 3. Using Chart A below, locate the air capacity found in Step 2. Draw a vertical line to intersect the sloping line representing valve outlet size. Draw a horizontal line from this intersection to the outlet reaction line and read the value F 4. To correct this reaction for any gas other than air, use Chart No. B. Draw a vertical line across the curves for different values of k (Cp /Cv) at a point representing the molecular weight of the gas. On the vertical line drawn, locate a point which is the k value for the gas. (Interpolate if necessary). Draw a horizontal line from this point to the reaction correction factor line and read F 5. Multiply F from Step 3 by F to find the reaction of a gas at 60 °F. To correct this reaction for a temperature other than 60 °F., use Chart C. Locate the Fahrenheit temperature on the upper scale, draw a vertical line down to the sloping line and horizontally to the left. Read the temperature correction factor F. (For absolute temperatures use lower portion of Chart C). 6. Total Outlet Reaction Force, F = F X F X F. Example: It is necessary to relieve 70,000 pounds per hour of iso- butane at 150 °F. Valve set pressure is 50 psig and the allowable over - pressure is 10 %. Find the discharge reaction. Solution: The calculated orifice area required is 9.924 square inches. The selected orifice is a "Q ", having an 11.05 sq. in. orifice area. The valve selected is a 1905Q, which has an 8" outlet flange. The air capacity table shows that at 50 psig set pressure, this valve has a capacity of 13,990 SCFM air. KOS >o- KOS , 000 From Chart A, the reaction force for 13,990 SCFM air (discharging from a valve with an 8" outlet flange), is 850 pounds. The correction factor F for a molecular weight of 58.12 and a k factor for 1.094 (iso- butane) is .67 as shown in Chart 8. The temperature correction factor for 150 °F. is 1.1 as shown on Chart C. Determination of outlet reaction forces are the responsibility of the designer of vessels and /or piping. Dresser Industries, Inc. publishes this information as technical advice or assistance only. Dresser Industries, Inc. assumes no obligation or liability for this advice or assistance being given and it must be accepted at the buyer's risk. The outlet reaction force F is: F F X F X F = 850 x .67 x 1.1 = 626 pounds Chart A AIR CAPACITY . THOUSANDS OF SCFM ,. �.✓..». i' as.«.,. 4: 4. r� "•�:..:i:;.Y.'.ih*Ai�Z�ufi.�i f� iv 0 ,u2 9. u) u) w L. 5 RI a) a) u. vJ cc 2.5 2.0 1.5 1 .0 .5 0 9 8 0 w 8 2 CC CC ta. 7 50 Consolidated® Safety Relief Valves SRV-1 Fall 1993 - Engineering 7-5 Chart B - Chart for Outlet Reaction Correction for Molecular Weight ...===='••• =-.....--.— : ...,... .- .... ... .. =.-:. • . ...... ::::::::::: ... _. i//1 ........ . .. • ••=ra=.-. .. —:= ....... -=-- WO *NO” 0.• =1:1Eiti ...... . 100 GAS OR VAPOR MOLECULAR WEIGHT Chart C - Temperature Correction Curve Farenheit Temperature (°F) 150 ••••••••••11m ......................... ri!” .. ""'"'"'"•"*" =Va.. ..... HAYS .1•11MI MIMAIMMIXIMMINIMMINWIMMOINIMMONIOMVIIN NY. MINIIIIIIMMEMINIMMOMMINE••••11F. .1M.M•PM1MatEMINID MONOMMIMMIIMIll •EMEMMIBMINNUM ......... 11.11MMMWMMMEN ====MMI•Ma• .......... insiomm no 1111 aws mom ............... lommumammulsassosa nimmumsomini UMIMMUMMIIIMSIMMMISMS181111111 ................ MIMI ........... IIIIIIIII ..... 11/1 ....... 1111111111111111111111130 11/ 1/1111111111111 OM au IlIIIIUIIIIIIIIIIIiIIlP , WORMUUMMUMMIIMMIIIM llllllllllllll 111111111111 lllllllll MI l 1111111111 lllllllll minium lllll 111111111111 11 llllllll 111111I111 llllllllll 1111111111MME 111111111111 llllllllll 1111111 111l• .' 1111111111111111 11111111 lllllll 111111111111 11111111111 llllllllll 11" lllll 1111111111 1U1 lllllllllll 11111111111 lllllll 1111111111111M 11111111 llllllllll 1111111111•111111111•M•11111•1111111 llllllllll HI llllll 1 1 1 111 1 1 1 1 1 111 1 1 1 1 1 1 1 1111 1 " 11" 111111111111111 111111111111111•1•121111111 lllllllllll 1111111111111111111111111111111 ... 11111• llllllllll timusliMMIUU11111 11111=IIMP llllllllll ussimuMW llllllllll HMOs 1111111111111." 1111111I" ip • 115111111.1•W1111111111 ll II lllll llllll 11111•123•111111•111•111M1MMIle•••rn •MIIIIIIRSISMIIMIIII11101118111•8111•••••111 llllll 1111•1•111.1111M-11. I llllllllll lllll llllll 11111 lllllllllll 1111111111•1•11•=1111•1111 -450 7 8 9 10 -420 -400 6 7 8 9 100 -300 -200 -100 0 200 600 800 1000 4 5 6 7 8 9 1000 1500 ..sammemas -1/1111=111MUMIUMI ./sUUMIUMMIIIIMUMMS .1.1•111.1111 ...manumusamosassz•aas 811111111111111= lllll 11/111111111112 lllll 1111111111•211111•111111,11 Mx. NM. llllll lllllll llll lllllll .....1111WoloMMAMMEIN. lllll ■••••■■••••■••• 11101■11••■••••■=1MMAIMINME MIIMMNIIMOMIM ll MEM. MIN11•111•MIRM.MIMMMOMMINI ..111/62 ..11111.1•MINUU ••••••• lllll MINS. ..••••••1111.11.•USIIIIS IMMMMVIIIMININISISIIIIII1111111.•111118•111111. .111.M1 lllll MINION .011.161111 =MINIMBISISMOMISIBM•••••• l llllllllllll 11111111118 •UOSSIMISIM1 l IIIMMUUMUMMINUMMUS11811 lllll SI llllllllllllllll •IBINEEM I lllll lllll MIMESIS" llll llllll lllllllllll IMUM1111 llllllll lllllll 11111111111111 lllllll 1111111111111 l llllllllll M111111111111 llllll 1111111111111111111111= n. ..111M .411111UM -MB.... ../11•11111111Mlimill ...1111111EMEEMIMME ...101111111MMESEMEMIE 'lull' 111111111MEMBIMESS : a111111111111111111M1=11•1111111111 m■Mmolk immimaelNuMMININ almomMIID IM.•••■••■ .••■•01111111MMOINIO1 M1101•111•141•1•WINall sullaum u iummummas MIMMIIINISMISNMMIE 1•1111111111•14MMMII 1•111111MINIM1011111/1 11111 llllllllllllllll 11111MOINIMEINIMOS l 11111111 lllllllllllllllll III1 lllll =MENAI M11111/11 MLEM1111•111111•111111 llllllll 1111111111 lllllll 111111111111115111••••• llll 11111111111 llllllll 111111111111MMISIIIIIIIIHIM lllll 1111111111 lllll 1111111111111111O1111111/1•11111111 llll 111111111111111111111111111111•111111111111111W111 llllll 111111111111111111111111111111 9 a 7 150 2000 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director ; N � NW� W � u.a rn D ' V 0: ,o H W W; U W 17: O zi A progress inspection is intended to determine if substantial work has been accomplished since issuance of U co the permit or last inspection; or if the project should be considered abandoned. 0 If such determination is made, the Building Code does allow the Building Official to approve a one -time extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicant's control have prevented action from being taken. In the event you do not call for the above inspection or request and receive an extension prior to June 15, 2002, your permit will become null and void and any further work on the project will require a new permit and associated fees. May 6, 2002 Mr. Rick Ford P.O. Box 3707 M/S 1 F -09 Seattle, WA 98124 RE: Permit Application No. M01 -221 Location: Boeing 2 -85 8123 East Marginal Wy S Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the Building Official under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: • Call the City Of Tukwila Permit Center at (206) 431 -3670 to schedule a progress or a final inspection Thank you for your cooperation in this matter. Sincerely, K. a. dw Kathryn A. Stetson Permit Technician Xc: Permit File No'.M01- 221'': ` i Bob Benedicto, Acting Building Official 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 LOCATION IN REGION 1 w cn 8 2 -41 2 -40 WAY S. 7 GATE B -18 SITE ACCESS PROJECT SITE — MUKILTEO I EVER EITI TO EVERETT RE EVUE ON MOND == ISSAQUAH PROJECT SITE 2 _ 5 7 2 -65 2 64 0 p 2 -63 III 0 BOTHELL 2 - 55 z 2 — _ a • I -61 1 1 pl � o rte= N 1� EXTENT OF 2 -8t "UNLIMITED AREA \ .2 as. 2 -80 0 BUILDING" (97UBC503.3) MI PR SUMMARY DESCRIPTION OF WORK: INSTALL 300# AIR COMPRESSOR IN EXISITNG SPACE INSIDE BUILDING. CONTRACTOR: BAUGH CONSTRUCTION SITE ADDRESS: 8123 EAST MARGINAL WAY SOUTH OWNER: BOEING COMMERCIAL AIRPLANE GROUP WEST REGION FACILITIES P.O. BOX 3707, M /S: 19 -35 SEATTLE, WA 98124 -2207 ATTENTION: RICK FORD (206) 655 - 9888 DOD LYNN MT EDMOND: _ 3 m __ _ •LAND =_ �I =7 ON • ®` IER � ' R 0` KENT AUBURN SCALE: NONE = m TO ' AUBURN VICINITY MAP 1 w cn 8 2 -41 2 -40 WAY S. 7 GATE B -18 SITE ACCESS PROJECT SITE 2 -44 4 ' 2-49 266 %. 2 _ 5 7 2 -65 2 64 0 p 2 -63 - 2- 2 - 55 z 2 — _ a • I -61 1 1 pl � o rte= N 1� EXTENT OF 2 -8t "UNLIMITED AREA \ .2 as. 2 -80 0 BUILDING" (97UBC503.3) � SEE SHEET G4- 2 84 / ttM 2 -88 SCALE: NONE (FUTURE) i N / i PR SUMMARY DESCRIPTION OF WORK: INSTALL 300# AIR COMPRESSOR IN EXISITNG SPACE INSIDE BUILDING. CONTRACTOR: BAUGH CONSTRUCTION SITE ADDRESS: 8123 EAST MARGINAL WAY SOUTH OWNER: BOEING COMMERCIAL AIRPLANE GROUP WEST REGION FACILITIES P.O. BOX 3707, M /S: 19 -35 SEATTLE, WA 98124 -2207 ATTENTION: RICK FORD (206) 655 - 9888 REVISION 300# AIR COMPRESSOR INSTALLATION J #713194 -00 HGI /DLF .PROVED DATE 11.09.01 REVISION APPROVED DATE. �BOL� /N!i m STATE rev. '% fr EOEING COM ISSUED IPC, UFO; AS ADOPTED BY AHJ FILE cc,, : -�°� OUP PLANE GR MERCIAL AIR T le EVID C-1 I t n d n ions an app are CONSTRUCT! N I 2 nu6jcct to o e e oo r a orcls ions and approvv al of plan does no, authorize ,he violation of any adopted o.:e orord rance. Receipt of con- =es copy of approved plans acknowledged By Cat l?GZ —�N Permit No. !.rJ BUILDING' 2-85 PLAN FOR ' : f R v .. 4NLL R -QJIRG A NEW FLAN SUb (300# AIR COMPRESSOR INSTALLATION) LEGAL DESCRIPTION APN: 000160 -0020 A TRACT OF LAND BETWEEN THE DUWAMISH WATERWAY AS ESTABLISHED BY COMMERCIAL WATERWAY DISTRICT #1 OF KING COUNTY,' WASHINGTON. AND EAST MARGINAL WAY IN SECTION 33, TOWNSHIP 24 NORTH, RANGE 4 EAST, W.M., AND IN THE JOHN BUCKLEY DONATION CLAIM NO. 42; SAID TRACT ALSO BEING THE SOUTHERLY PORTION OF A LARGER TRACT CALLED THE BOEING COMPANY'S PLANT NUMBER TWO SITE, DESCRIBED AS FOLLOWS: I BEGINNING AT THE SECTION CORNER COMMON TO SECTIONS 28, 29, 32, AND 33; THENCE SOUTH 88 EAST ALONG THE NORTH LINE OF SAID SECTION 33, A DISTANCE OF 982.00 FEET TO AN INTERSECTION WITH THE SOUTHWESTERLY MARGIN OF EAST MARGINAL WAY; THENCE SOUTH 4751'53" EAST ALONG SOUTHWESTERLY MARGIN 684.62 FEET TO THE TRUE POINT OF BEGINNING OF THE TRACT HEREIN DESCRIBED; THENCE SOUTH 42 WEST 1215.02 FEET MORE OR LESS TO A POINT ON THE NORTHEASTERLY, MARGIN OF SAID DUWAMISH WATERWAY, SAID POINT BEING ON A CURVE FROM WHENCE THE CENTER BEARS SOUTH 42'16'23" WEST 1969.12 FEET; THENCE SOUTH- EASTERLY ALONG SAID CURVE, A DISTANCE OF 397.99 FEET TO THE POINT OF INTERSECTION WITH A LINE LYING 825.00 FEET SOUTH, AS MEASURED AT RIGHT ANGLES, OF THE NORTH LINE OF THE JOHN BUCKLEY DONATION LAND CLAIM NO. 42, THENCE SOUTH 89'09'36" EAST ALONG SAID LINE, PARALLEL WITH THE NORTH LINE OF SAID DONATION LAND CLAIM NO. 42, A DISTANCE OF 1387.45 FEET TO THE WESTERLY MARGIN OF EAST MARGINAL WAY; THENCE NORTH 22 "32'15" WEST 160.30 FEET, FOLLOWING SAID WESTERLY MARGIN TO THE POINT OF CURVATURE OF A CURVE HAVING A RADIUS 2828.00 FEET; THENCE NORTHWESTERLY ALONG SAID CURVE, A DISTANCE OF 1250.10 FEET TO THE POINT OF TANGENCY OF SAID CURVE; THENCE NORTH 4751'53" WEST 76.82 FEET TO THE TRUE POINT OF BEGINNING; THIS TRACT CONTAINING AN AREA OF 2897,955 SQUARE FEET, MORE OR LESS. EGRESS ROUTES F1 I F1 F1 F1* "REFRIGERATION MACHINERY ROOM" 'I F1 CONE FIRST FLOOR PLAN 0 FIRST FLOOR MEZZANINE PLAN * SEE OCCUPANCY SEPARATION REQUIREMENTS IN CODE SUMMARY SECTION, THIS SHEET. 51 ACCEPTABILITY THIS DESIGN .AND /OR SPECIFICATION IS APPROVED APPROVED. BY' DEPT. DATE DRAWN W. BOULDS CHECKED W. BRIITAIN ENGINEER L JOHNSTON CHECKED D. FRAHM DATE 6.13.01 6.22.01 6.22.01 11.09.01 SUBTITLE GENERAL MASTER FIRE RESISTIVE REQUIREMENTS, (BASED ON TABLES 5 -A AND EXTERIOR BEARING WALLS: EXTERIOR NONBEARING WALLS: EXTERIOR WALL OPENINGS: INTERIOR BEARING WALLS: STRUCTURAL FRAME: PERMANENT PARTITIONS: SHAFT ENCLOSURES: N =NO SPECIFIC REQUIREMENT; 300# AIR COMPRESSOR INSTALLATION VICINITY MAP, LEGAL DESCRIPTION AND CODE SUMMARY BUILDING 2 -85 - REVISIONS NO CHANGES SHALL BE MACE TO I:-' 5007E OF WC:MK WITHOUT Pr ' D IL OF TUKWILA BUILD `< D Vz AND MAO INCLUDE ADDRICNAI. PLAN FEVIEW FEES. R GU`r ''LO FOR: E7EC HANICRL EL ECTRICAL ae L LIF:rtsII�IG `-' "4S FlPtfG C`TY GF T LY r 4 3IL4 r I " �;•r�^ICJFp f CODE SUMMARY AUTHORITY HAVING, JURISDICTION (AHJ): DESIGN CODES: 1. 1997 EDITIONS OF UBC, UMC 2. 1999 NEC 3. WAC 51 -30 4. 1994 WA NREC 5. ADA 6. OSHA' SEISMIC ZONE: 3 MAJOR USE: F1 MODERATE HAZARD FACTORY / INDUSTRIAL MINOR USES: B BUSINESS, 51 MODERATE HAZARD STORAGE CONSTRUCTION TYPE: TYPE II -N NONCOMBUSTIBLE UNPROTECTED FIRE PROTECTION: FULLY SPRINKLERED PER 97UBC CHAPTER 9 BUILDING SIDE YARD SEPARATION: 60 FT 00 ALL SIDES OCCUPANCY SEPARATION REQUIREMENTS: REFRIGERATION SYSTEM MACHINERY ROOM (CHILLER ROOM) SHALL BE SEPARATED AS REQUIRED FOR H7 USE HEIGHT -AND 'AREA SHALL USE LIMITS OK MAJOR USE. (97UBC2802) OFFICES AND SIMILAR SPACES THROUGHOUT BUILDING TOTAL < 25% AREA OF MAJOR USE, OCCUPANCY SEPARATION IS NOT REQUIRED. (97000302.1, EXC. 2.2) CONFERENCE ROOM < 750 SF, OCCUPANCY SEPARATION IS NOT REQUIRED (97UBC302.1, EX. 2.1) NO FIRE RESISTANT OCCUPANCY SEPARATION REQ BETWEEN F1 & S1 USE (97UBC TABLE 3B) ALLOWABLE FLOOR AREA AND HEIGHT CALCULATIONS (FIRST FLOOR INCLUDES MEZZANINE): BASIC ALLOWABLE FLOOR AREA: 97UBC505.2 (FIRE SPRINKLERS & SIDE YARDS) ALLOWABLE FLOOR AREA: ACTUAL GROSS FLOOR AREA: ALLOWABLE HEIGHT: ACTUAL _ HEIGHT: 6 -A) NR,NC NR,NC 1 HR THE CITY OF TUKWILA, WASHINGTON PLANT 2 CURRENT REVISION SHEET JOB N0. DWG N0. GO 12000 SF UNLIMITED UNLIMITED SYMBOL'. 17711 + 2497 = 20208 SF OK 2 STORIES 55 FT 32' -8" OK TYPE II -N CONSTRUCTION F1 OCCUPANCY GROUP: FLOORS & FLOOR- CEILINGS: ROOFS & ROOF- CEILING: ROOFING: EXTERIOR DOORS & WINDOWS: STAIRWAYS: CORRIDORS: 713194-00 NC NR, NC NC 1 HR NC= NONCOMBUSTIBLE; NP =NOT PERMITTED; NR =NON RATED ISSUED FOR CONSTRUCT ON Harris Group ne. DATE COMP N0. 11.09.01 2 -85 -GO ' 7 REVISION 300# AIR COMPRESSOR INSTALLATION J #713194 -00 BY HGI /DLF APPROVED DATE 11.09.01 SYM GENERAL SYMBOLS XXX XXX TAKEN FROM SHEET � � SHOWN ON SHEET FLOOR NUMBER REVISION SYMBOLS LEGEND FLOOR SEQUENCE BLDG FACE (W, N, E S, R) (mK 1 XXX XXX TAKEN FROM SHEET -� � SHOWN ON SHEET XXX XXX TAKEN FROM SHEET INTERIOR /EXTERIOR XXX XXX ELEVATION TAKEN FROM SHEET SHOWN ON SHEET " A ROOM NAME ROOM NAME AND NUMBER COLUMN LINE INTERSECTION (TO NORTHWEST) ROOM IDENTIFYING NUMBER COLUMN LINE INTERSECTION (TO NORTHWEST) SEQ I SHOWN ON STEEL INTERIOR DOOR NUMBER EXTERIOR DOOR NUMBER XXX-° WALL HEIGHT INDICATION, SEE SHEET A350 WALL TYPE LETTER REF EL 100' -0° 6) VERTICAL CONTROL PLANE SEE GENERAL NOTE 13 THIS SHEET APPROVED DATE BUILDING AND WALL SECTIONS DETAIL /SECTION REFERENCE TO DETAIL PLAN e ;Leirzrzcziow. GENERAL NOTES 1. CONTRACTOR SHALL SCHEDULE ALL WORK TO AVOID AS MUCH AS POSSIBLE ANY INCONVENIENCE OF EXISTING BUILDING OCCUPANTS, ESPECIALLY DURING DEMOLITION OF EXISTING FACILITIES. AREAS UNDER CONSTRUCTION SHALL BE PROPERLY SCREENED OFF BY TEMPORARY SCREENS OR PARTITIONS. 2. CONTRACTOR SHALL KEEP AREAS UNDER CONSTRUCTION CLEAR OF DIRT AND DEBRIS CAUSED BY DEMOLITION AND SHALL STORE CONSTRUCTION MATERIALS AND EQUIPMENT IN AREAS DESIGNATED BY THE CONSTRUCTION MANAGER. 3. CONTRACTOR SHALL REPAIR DAMAGED SURFACES AND CORRECT CONDITIONS CAUSED BY DEMOLITION TO MATCH SURROUNDING FINISHED CONDITIONS OR AS INDICATED ON THESE DRAWINGS. 4. CONTRACTOR IS TO VERIFY DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS AND SHALL BE RESPONSIBLE FOR THE JOINING OF HIS WORK TO THE EXISTING CONSTRUCTION AND THE WORK OF OTHER TRADES. DISCREPANCIES ON DRAWINGS OR IN SPECIFICATIONS, SHALL BE BROUGHT TO THE ATTENTION OF THE CONSTRUCTION MANAGER IMMEDIATELY UPON DISCOVERY. 5. WORK SHALL CONFORM WITH APPLICABLE CODES AND REGULATIONS. 6. REPETITIVE FEATURES NOT FULLY SHOWN OR NOTED ON THE DRAWINGS SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL. 7. PRIOR TO INSTALLING FINISH FLOORING, INSPECT, PATCH AND REPAIR ALL SURFACES! TO PROVIDE A SMOOTH, FLAT SURFACE THROUGHOUT. 8. DIMENSIONS ON DRAWINGS ARE TAKEN TO THE - FACE OF CONCRETE WALLS, METAL STUDS, AND TO THE CENTERLINE OF COLUMNS, UNLESS NOTED OTHERWISE. 9., PLANS WHICH APPEAR' AS BACKGROUNDS ON CIVIL, STRUCTURAL, PLUMBING, HVAC, ELECTRICAL DRAWINGS, ETC., ARE FOR THE PURPOSE ONLY OF ILLUSTRATING GENERAL PLAN CONFIGURATION_ SUCH BACKGROUNDS SHALL NOT BE USED FOR PORTIONS OF THE WORK OTHER THAN THAT PERTAINING TO THE TITLE' OF EACH SHEET. REFER TO TFIE APPROPRIATE SHEET FOR EACH SPECIFIC PORTION OF THE WORK. 10. THE GENERAL CONTRACTOR AND RESPECTIVE SUBCONTRACTORS SHALL BE RESPONSIBLE FOR COORDINATION OF CIVIL ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL WORK. 11. THE DRAWING CONSTRUCTION NOTES APPLY ONLY TO THE DRAWING SHEETS ON WHICH THEY ARE WRITTEN. 12. WHERE COLUMN ENCLOSURES OCCUR IN AREAS SCHEDULED TO BE FINISHED, THEY SHALL RECEIVE SAME FINISH AS ROOM UNLESS NOTED OTHERWISE. 13. 100` -0" RFERENCE ELEVATION FOR BUILIDNG 2 -85 IS 13.4 NGVD. ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE ADJ AFF APPD APPROX ARCH BD BTWN BLDG BLKG BOT CL OR t CLG CLR CMU CONC CONST CONT DBL DEMO DEPT DET DIA DISP DN DR DWG EA EF EL ELEC ELEV ENCL EQ EQUIP ES EST EW EWC FD FE FEC FF FHC FHS 00 FLR FOF FO FR FT FTC FUR GALV GB GC GLAZG GR GYP GWB HC HDW HM HORIZ HR HT HVAC ID IN INCL JAN JT L OR L LAV LT BOARD BETWEEN BUILDING BLOCKING BOTTOM JANITOR('S) JOINT ANGLE LAVATORY LIGHT DRAWN DATE W. BOULDS 6.14.01 CHECKED W. BRITTAIN 6.22.01 EnNG1REER L JOHNSTON 6.22.01 CHECKED D FRAHM 11.09.01 M l I P � R � / Es ABBREVIATIONS AND AT ADJACENT ABOVE FINISHED FLOOR APPROVED APPROXIMATE ARCHITECT(URAL) CENTER LINE CEILING CLEAR(ANCE) CONCRETE MASONRY UNIT CONCRETE CONSTRUCTION CONTINUOUS, CONTINUE DOUBLE DEMOLISH, DEMOLITION DEPARTMENT DETAIL DIAMETER DISPENSER DOWN DOOR DRAWING EAST (COORDINATE) EACH EACH FACE ELEVATION ELECTRIC(AL) ELEVATOR ENCLOSURE EQUAL EQUIPMENT EMERGENCY SHOWER ESTIMATE EXTERIOR EMERGENCY EYE WASH ELECTRIC WATER COOLER FLOOR DRAIN FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FINISHED FLOOR FIRE HOSE CABINET FIRE HOSE STATION FINISH(ED) FLOOR(ING) FACE OF FINISH FINISHED OPENING FIRE RETARDANT FOOT FOOTING FURRED(ING) GALVANIZED GRAB BAR GENERAL CONTRACTOR GLAZING ASSEMBLY GRADE GYPSUM GYPSUM WALL BOARD HOLLOW CORE HARDWARE HOLLOW METAL HORIZONTAL HOUR HEIGHT HEATING /VENTILATING/ AIR CONDITIONING INSIDE DIAMETER INCH INCLUDE(D) (ING) SUBTITLE TITLE MATL MAX MECH MED MFR MIN MISC ND NIC NO NOM NTS OC OD OFD OH OPG OPP PL PLC(S) PLAM PLYWD PNL PR PS PSF PSI PT R- RD REF REQ REV RM RO SECT SF SHT SIM SPEC SQ STC STD STL STRUC SYM SYS SC SD SSR TD THK TOC TOL TOS TS TYP UBC UL UON VB VCT VERT W W W WC WD W/O WR WWF /r10/ -22/ MATERIAL MAXIMUM MECHANIC(AL) MEDIUM MANUFACTURE(R) MINIMUM MISCELLANEOUS NORTH (COORDINATE) NAPKIN DISPOSAL NOT IN CONTRACT NUMBER NOMINAL NOT TO SCALE ON CENTER(S) OUTSIDE DIAMETER OVERFLOW DRAIN OPPOSITE HAND OPENING OPPOSITE PLATE PLACE(S) PLASTIC LAMINATE PLYWOOD PANEL PAIR PRESSED STEEL POUNDS PER SQUARE FOOT POUNDS PER SQARE INCH PRESERVATIVE TREATED RADIUS (CURVATURE) RISER RESISTANCE R- FACTOR ROOF DRAIN REFERENCE, REFER TO REQUIRE(D) (ING) REVISION(S), REVISED ROOM ROUGH OPENING SECTION SQUARE FEET SHEET SIMILAR SPECIFICATION(S) SQUARE SOUND TRANSMISSION CLASS STANDARD STEEL STRUCTURAL SYMMETRY, SYMMETRICAL SYSTEM SOUTH (COORDINATE) SOLID CORE SOAP DISPENSER STANDING SEAM ROOF TREAD TOP OF TOWEL DISPENSER THICK(NESS) TOP OF CONCRETE TOLERANCE TOP OF STEEL STRUCTURAL TUBE TYPICAL UNIFORM BUILDING CODE UNDERWRITERS LABORATORY UNLESS OTHERWISE NOTED VAPOR BARRIER VINYL COMPOSITION TILE VERTICAL WEST (COORDINATE) WIDE FLANGE WITH WATER CLOSET WOOD WITHOUT WATER RESISTANT WELDED WIRE FABRIC ARCHITECTURAL KEY SHEET 300# AIR COMPRESSOR INSTALLATION BUILDING 2 -85 RECENE CRl'OF'/I1KW1 NOV 2 8 2001 PERMITCEN ISSUED FOR CONSTRUCTION INDEX OF DRAWINGS INCLUDED IN SET SHEET NO. DRAWING TITLE REV DATE DRAWING NO. GENERAL • 2 -85 —GO GO VICINITY MAP, LEGAL DESCRIPTION & CODE SUMMARY — 11.09.01 • 2 -85 —G1 01 ARCHITECTURAL KEY SHEET — 11.09.01 • 2 -85 —G2 G2 INDEX OF DRAWINGS — 11.09.01 CIVIL ARCHITECTURAL • 2- 85 -1A10 1A10 FIRST FLOOR PLAN A 11.09.01 • 2- 85 —A160 A160 ROOF FLAN A 11.09.01 \ 2- 85 —A200 A200 WALL SECTIONS — 3.12.01 \ 2- 85 —A204 A204 CLERESTORY AND LOUVER DETAILS — 3.12.01 • 2- 85 —A350 A350 WALL TYPES A 11.09.01 • 2- 85 —A351 A351 FINISH AND DOOR SCHEDULES A 11.09.01 • 2- 85 —A500 A500 COILING DOOR DETAILS A 11.09.01 • 2- 85 —A502 A502 ROOF DETAILS A 11.09.01 • 2- 85 —A503 A503 INTERIOR DOOR AND COLUMN DETAILS A 11.09.01 \ 2- 85 —A505 A505 INTERIOR WALL AND PENETRATION DETAILS — 3.12.01 STRUCTURAL • 2 -85 —S1 S1 STRUCTURAL GENERAL NOTES A 11.09.01 • 2 -85 -1560 1560 FIRST FLOOR SLAB FLAN A 11.09.01 • 2- 85— SBS110 SBS110 UTILITIES BRIDGE FRAMING PLANS A 11.09.01 • 2 -85 -5160 S160 ROOF FRAMING PLAN A 11.09.01 • 2- 85 —S282 5282 CONCRETE SECTIONS AND DETAILS A 11.09.01 • 2- 85 —S546 5546 MISCELLANEOUS SECTIONS AND DETAILS — 11.09.01 MECHANICAL • 2- 85 —M2A M2A EQUIPMENT SCHEDULE A 11.09.01 • 2- 85 —RFM3 RFM3 COMPOSITE PLAN ROOF MECHANICAL SYSTEMS A 11.09.01 2- 85 —M313A M313A COOLING TOWER WATER FLOW DIAGRAM — 2.05.01 • 2- 85 —M3130 M313B COOLING TOWER WATER FLOW DIAGRAM A 11.09.01 • 2- 85 —M313C M313C COOLING TOWER WATER SEQUENCE OF OPERATION A 11.09.01 • 2- 85 —M314 M314 AIR COMPRESSOR CONNECTIONS — 11.09.01 • 2- 85 —M315A M315A COMPRESSED AIR DRYER FLOW DIAGRAM B 11.09.01 \ 2 -85 —M322A M322A INSTRUMENT INSTALLATION DETAILS — 2.05.01 \ 2- 85 —M322B M3228 INSTRUMENT INSTALLATION DETAILS — 2.05.01 \ 2 -85 —M322C M322C INSTRUMENT INSTALLATION DETAILS — 2.05.01 \ 2 -85 —M322D 0322D INSTRUMENT INSTALLATION DETAILS — 2.05.01 • 2- 85 —M451 M451 PARTIAL PIPING PLAN A 11.09.01 • 2- 85 —M455 M455 PARTIAL PIPING PLAN A 11.09.01 • 2- 85 —M525 M525 PIPING SECTIONS AND DETAILS A 11.09.01 • 2 —YD —M3 M3 BLOCK FLOW DIAGRAM COMPRESSED AIR SYSTEM A 11.09.01 ELECTRICAL \ 2 -85 —E1 El ELECTRICAL LEGEND — 3.12.01 • 2 -85 —E4 E4 ONE LINE — DIAGRAM 4160 VOLT B 11.09.01 •_ 2- 85 -1E9 1E9 GROUNDING A 11.09.01 • 2- 85 -1E10 1E10 LIGHTING A 11.09.01 • 2- 85 -1E60 1E60 208Y/120 VOLT POWER B 11.09.01 • 2- 85 -1E110 1E110 480Y/277 VOLT POWER A 11.09.01 • 2- 85 -1E260 1E260 SMOKE DETECTOR PLAN A 11.09.01 • 2- 85 —E501 E501 4160 VOLT MCC -1 ELEVATIONS AND DETAILS A 11.09.01 • 2- 85 —E505 E505 ELECTRICAL DETAILS A 11.09.01 • 2- 85 —E517 E517 CONTROL SCHEMATICS - 11.09.01 • 2 -85. E530 E530 285— PLC -A2 PANEL LAYOUT A 11.09.01 • 2- 85 —E532 E532 285— PLC -A2 WIRING DETAILS A 11.09.01 SYM INDEX OF DRAWINGS CURRENT REVISION SYMBOL DATE, 11.09.01 JOB N0. 713194 -00 REVISION 300# AIR COMPRESSOR INSTALLATION J #713194 -00 HGI /DLF DATE 11.09.01 S! REVISION APPROVED DATE ACCEPTABILITY THIS DESIGN AND /0R SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE CHECKED W. BRITTAIN €NCIREER L. JOHNSTON CHECKED D. FRAHM TE SUBTITLE 6.13.01 6.22.01 6.22.01 11109.01 TITLE BUILDING 2 -85 DRAWN W. BOULDS AP ED AP OVEQ,fr,/ (;FNFRAI MACTER RECENE CBY OF TUKWII.+ Nov 28 2001 PE RMITCENTER ISSUE LEGEND O NOT IN THIS ISSUE IN THIS ISSUE REFERENCE DRAWING ISSUED FOR CONSTRUCTION Harris Group Inc. 11039 PI ANT 9 DWG Na 7 -85 -09 COMP N0. PUMP SCHEDULE PUMP NO r LOCAL ON SERVES FUNCTION GPM HEAD FEET RPM 1150 HP 10 ELECTRICAL WEIGHT LBS. - MANUFACTURER TACO MODEL TA1524 REMARKS VOLTS 480 PHASE 3 Hz 60 I CHWP -01 1- C.1/2.7 CHILLER 1 PRIMARY TRY CHILLED 960 30 CHWP -02 1- 8.7/2.7 CHILLER 2 PRIMARY CHILLED WATER PUMP 960 30 1150 10 480 3 60 85 TACO TA1524 3 CHWP -03 1- B.2/2.7 CHILLER 3 PRIMARY CHILLED WATER PUMP 2400 40 1150 40 480 3 60 960 PACO 1200 27.5 CHWP-04 1-k7/2.7 CHILLER 4 PRIMARY WATER CHILLED 3600 30 1150 50 480 3 60 - TACO - FUTURE (LOCATED CO 25 -03) CHWP-05 1-B.1/2.9 CHILLER 5 PRIMARY CHILLED WATER PUMP 300 43 1750 5 480 3 60 3 PACO 10-30955 - 130001-2682 R123 CHP -01 1- A.3/3.1 AHU'S SECONDARY CHILLED WATER PUMP 1800 101 1750 60 480 3 60 1440 BELL &' GOSSETT HSC 6x8x13 DOUBLE SUCTION SPLIT CASE WITH VFD CHP-02 1-A 3/3 3 AHU'3 SECONDARY CHILLED WATER PUMP 1800 101 1750 60 480 3 60 1440 BESSLL ET & T GO HSC 6x8x13 DOUBLE SUCTION SPLIT CASE WITH VFD CHP-03 1-k3/3.6 AHU'S SECONDARY CH 1800 101 1150 60 480 3 60 1440 GOSSETT HSC 6x8x13 DOUBLE SUCTION SPLIT CASE WITH VFD (FUTURE) CHP -04 1- C.1/2.7 BTWT. DEHUMID. SECONDARY CHILLED WATER PUMP 600 49 1170 10 480 3 60 ggp BELL & GOSSETT HSC 6x8x12M DOUBLE SUCTION WITH VFD CHP -05 1- C.2/2.8 BTWT. DEHUMID. SECONDARY CHILLED WATER PUMP 600 49 1170 10 480 3 6 0 980 BELL & GOSSETT HSC 6x8x12M DOUBLE SUCTION WITH VFD CHP -06 1- C.4/2.8 BTWT. DEHUMID. SECONDARY CHILLED WATER PUMP 600 49 1170 10 480 3 60 980 BELL & GOSSETT HSC 6x8x12M DOUBLE SUCTION WITH VFD CHP -07 1- C.6/2.8 AIR SEP. SECONDARY CHILLED WATER PUMP 65 10 1150 3 4 / 480 3 60 - BELL & GOSSETT 1522 4 CLOSE COUPLED CHP -08 1- A.1,3.1 AHU'S SECONDARY CHILLED WATER PUMP 300 43 1750 5 480 3 60 PACO 10-30955 130001 -2682 CTWP -01 SOUTH, 1 -D /4 SUMP CONDENSOR WATER CIRCULATION PUMP 4100 76 1750 100 480 3 60 2700 BELL & GOSSETT 15 FHC 1770R VERTICAL TURBINE CTWP 02 SOUTH, 1-0/4 SUMP CIRCULATIOJ PUM 2500 76 1750 6 0 480 3 60 2700 BELL & GOSSETT 14 HMO -1770R VERTICAL TURBINE (LOW FLOW) CTWP-03 SOUTH, 1-D/4 SUMP CIRCULATION PUMP 4100 76 1750 100 480 3 60 2700 GOSSETT 15 FHC -17700 VERTICAL TURBINE (FUTURE) CTWP -04 SOUTH, 1 -D /4 SUMP SAND FILTER WATER CIRCULATION PUMP 580 62 1750 20 480 3 60 GOULDS 3171 4x6 11H VERTICAL SHAFT CENTRIFUGAL CTWP-05 SOUTH, 1-D/4 COMPRESSORS C MIND CIRER WATER 150 44 1150 5 480 3 60 GOULDS 2 1j2x3x13 HB17 VERTICAL SHAFT CENTRIFUGAL (MINIMUM FLOW) HORIZ. CENTRIFUGAL DUPLEX CDP -01 1- A.9/1.1 CDT -01 CONDENSATE RETURN 260 57 1750 7.5 480 3 60 - BELL & GOSSETT CDP -02 1- A.9/1.1 CDT -01 CONDENSATE RETURN 260 57 1750 7.5 480 3 60 - BELL & GOSSETT HB17 HORIZ. CENTRIFUGAL DUPLEX CDP-03 SOUTH, 1-D/4 CDT 02 BASIN COND. RETURN 21 1/3 115 1 60 AURORA SUPPLIED WITH CDT -02 HWP -01 1-D.1/2 8 HEX 01 I OT WAFER CIRCULATION 85 40 1760 2 480 3 60 - BELL & GOSETT 1510-1 1/2 AC / SUPPLIED WITH HEX 01 PKG. P -01 UG- A,1 /1.1 UTILIDOR SUMP PUMP 40 15 1750 1/3 115 1 60 HYDROMATIC OSP33 WTP Oi 1-C.3/3.8 INHIBITOR WTP 02 1-C.3/3.8 CT WATER BIOCIDE PROMINENT CHILLER SCHEDULE EQUIP NO LOCATION SERVES CAPACITY TONS COOLER CONDENSER COULER EWT 'F LWT'F CONDENSER EWT T LWT'F VOLES ELECTRICAL PHASE Hz FLA REFRIGERANT TYPE WEIGHT LBS. MANUFACTURER MODEL REMARKS GPM PRESSURE DROP FT GPM PRESSURE DROP FT CH -01 1 -C/3.3 SOUTH YARD HVAC /PROCESS 400 960 17 1200 27.5 55 45 85 95 480 3 60 336 R123 22,000 YORK YORK SERIES "YT" 95T CH -02 1- B.6/3.3 SOUTH YARD HVAC /PROCESS 400 960 17 1200 27.5 55 45 85 95 480 3 60 336 R123 22,000 YORK YORK SERIES "YT" 3 CH -03 1- 0.2/3.3 SOUTH YARD HVAC /PROCESS 1000 2400 12.11 3000 13.94 55 45 85 95 4160 3 60 111 R123 TRANE CH -04 1- A.7/3.3 HVAC / PROCEDS SOUTH YARD HVAC 1500 125 3600 300 - 15 4500 - - 55 55 45 45 85 - 95 - 4160 480 3 3 60 60 159 227 R134a HCFC -22 - 7600 CARRIER TRANE TRANE SERIES R (FUTURE) 1. CH -05 ROOF- A.5,2.7 COOLING TOWER SCHEDULE EQUIP N0. LOCATION SERVES GPM EVAP TUNS ENFERING DRY BULB[WET AIR ENTERING WATER TEMP. LEAVING WATER TEMP. ELECTRICAL WEIGHT LBS. MANUFACTURER MODEL BULB FAN HP VOLTS PHASE Hz FLA CT -01 SOUTH, 1 -D /4 CHILLERS, ETC 4200 1400 84°F 7Z F 95F 85F 60 480 3 60 77 50,320 MARLEY SIGMA STEEL 123 TWO -SPEED FAN CT -02 SOUTH, 1 -D /4 CHILLERS, ETC 4200 1400 84'F 72'F 95T 85T 60 480 3 60 77 50,320 MARLEY SIGMA STEEL 123 TWO -SPEED FAN CT -03 SOUTH, 1 -0/4 CHILLERS, ETC 4200 1400 84°F 72' 95F 85T 60 480 3 60 77 50,320 MARLEY SIGMA STEEL 123 (FUTURE) TWO -SPEED FAN CONDENSATE RETURN UNIT ENOOIP LOCATION SERVICE (C6N IT N OUS) C0NDE C MANUFACTURER MODEL REMARKS CDT -01 1 -B/1.1 CONDENSATOVERY E COME 127 212'F 492 BELL & GOSSETT 2.60- CED- 2.5 -HB17 2 CDT -02 SOUTH,1 -4 /D BASIN 15 212T 15 AURORA 10C15S4 3 CDT -03 1 -D/2.8 HEX -01 2000 # /HR 212'F 7 SARCO 1 "PPEC 1 CDT -04 WEST, 1 -1 /A AIR DRYER 2000 # /HR 212T 7 SARCO T "PPEC 1 CDT -XX BY BTWT DEHUMID. BY BTWT BY BTWT BY BTWT BY BTWT BY BTWT BY BTWT CDT -`/Y BY BTWT BTWT BASIN BY BTWT BY BTWT BY BTWT BY BTWT BY BTWT BY BTWT COMPRESSOR SCHEDULE EQUIP N0. LOCATION „,..., 300 PSI COMPRESSOR ! �L� B SEC C N M S - MOTOR R VOLT E rn _ 3 .1 MODEL REMARKS AC -0 17,400 4390 1750 4160 INGERSOLL-RAND � NOTE 1 p RL-2 COMPRESSOR , 1 4390 1750 4160 2.6 �� FUTU ROLAIRTROL l SUPPLIED WITH HEX -01 PKG., 1 00 PSI ri/l� BAs. i, + 17 �• -039 1 750 nhr� �Ir 4160 3 60 IN FUT FUTURE RAND FUTURE N.I.G. BELL & GOSSETT AIR SEPARATOR SCHEDULE EQUIP NO. LOCATION SERVES FLOW RATE GPM MAX. HEAD LOSS FT' FLG. CONN. SIZE IN. MANUFACTURER TYPE MODEL REMARKS AS -01 1- A.1 /1.1 CHILLED TEM WATER SYS 56 2.4 2 BELL & GOSSETT ROLAIRTROL RL-2 1 AS -02 1 -0/2.8 HOT SYST E WATER M 85 2.6 2.5 BELL & GOSSETT ROLAIRTROL RL -2 1/2 SUPPLIED WITH HEX -01 PKG., 1 AS -03 1- A.5/1.1 COOLING TEM TOWER SYS 850 0.8 8 BELL & GOSSETT ROLAIRTROL RL -8 1 EXPANSION TANK SCHEDULE EQUIP NO. LOCATION SERVES CAPACITS ( GALLON LB! W WIGHTLED ) MANUFACTURER MODEL REMARKS ET -01 1- A.5 /1.1 CHILLED WATER SYSTEM 79 845 BELL & GOSSETT B -300 WH -01 ET -02 1 -D/2.8 HOT WATER SYSTEM 53 602 BELL & GOSSETT B-200 SUPPLIED WITH HEX 01 PKG. ET 03 1 D.2/2.2 DOMESTIC HOT WATER 4.4 45 AMTROL THERM -X -TROL ST -12 BIOCIDE DOMESTIC WATER HEATER SCHEDULE EQUIP NO. LOCATION SERVICE TYPE BASIS OF DESIGN MANUFACTURER Sc MODEL NUMBER GALS RECOVER RATE ELECTRIC DATA TAMP REMARKS /ACCESSORIES GAL PER HR TEMP TEMP. RISE F ELEM ELEM. NO. MAX. . KW V /PH /HZ WH -01 1- 0.2/2.2 00TMWATER ELECTRIC AO SMITH DSE -10 10 35 70.0 1 6 480/3/60 ASME 1, 2, 3 DRYER SCHEDULE EQUIP NO. LOCATION SERVICES LB /SEC RSCFMS EINGS NT STM LB /HR WATER(GPM) HEATER KW MANUFACTURER REMARKS AD 01 WEST, 1-A/1 DRYER FOR AIR 300 PSI COMP. 17.5 13968 -40 1000 95 NONE LECTRODRYER SEE NOTE 1 BIOCIDE FEE R DE EE DE 27 NEPTUNE 200 WT -03 1 -D/2.8 HOT WATER INHIBITOR BIOCIDE FE DER WATER TREATMENT EQUIP NO LOCATION SERVES CHEMICAL 1 CHEMICAL 2 MODEL NAME I MOD NUMBEE L R � MANUFACTURER REMARKS WT 01 1 - C.3/3.8 TOWER COOLING WATER INHIBITOR BIOCIDE MINI AFEED PORT N /A, NALCO 1000 WT -02 1 -A /3 CHILLED WATER INHIBITOR BIOCIDE FEE R DE EE DE 27 NEPTUNE 200 WT -03 1 -D/2.8 HOT WATER INHIBITOR BIOCIDE FE DER FTF -5 NEPTUNE PRESSURE VESSEL SCHEDULE EQUIP NO. LOCATION SERVES TANK CAP. CU FT DESIGN TEMP 'F DESIGN PRESS PSI REMARKS ACC -01 WEST, 1 -A /2 300# C.A. 1000 < 650 350 ACC -02 WEST, 1 -A /2 300# C.A. 1000 < 650 350 ACC -03 1- A.1 /1.8 ___ 100# IA. 27 450 200 BLOWER SCHEDULE EQUIP NO LOCATION SERVICES MFG TYPE TAL AIRFLO CFM S.P. PM MOR TO REMARKS HP 1 VOLT IPHASEI Hz B -01 WEST, 1 -A /1 300# AIR DRYERS SPENCE 20 480 3 60 SEE AD -01 SAND FILTER EQUIP NO. LOCATION SERVES TYPE GPM OPERATING WT SF -01 1- C.3/3.6 COOLING TOWERS PEP BMF 72 566 20,600 SYM A NOTES: 1. PUMPS WITH VFD DRIVES SHALL HAVE VFD COMPATIBLE MOTORS. 1. 1200 TON CHILLER FUTER FROM 25 -03 NOTES: 1. SEE SPECIFICATION FOR THE LIST OF APPROVED MANUFACTURERS NOTES: 1. DRYER ASSEMBLY HAS A CONTROL PANEL WITH 2 KVA CONNECTED. THIS IS FOR 20 HP GAS BOOSTER B -1, MOTORIZED VALVES, ETC. NOTES: 1. PROVIDED WITH AFTERCOOLER, AIR INTAKE, AND BYPASS SILENCER RECORD DRAWING REVISION 300# AIR COMPRESSOR INSTALLATION J #982190 -00 J#713194 -00 HGI /RB HGI /DLF APPROVED DATE 02.05.01 11.09.01 SYM REVISION BY APPROVED DATE REMARKS /ACCESSORIES: 1. COMBINATION TEMPERATURE/ PRESSURE GAUGE. 2. 125 PSI WORKING PRESSURE, ASME TANK CONSTRUCTION 3. CONTROLS: 120V CONTROL CIRCUIT TRANSFORMER, LOW WATER CUTOFF, THERMOSTAT STEP, HIGH AND LOW PRESSURE LIMIT SWITCHES, IMMERSION RESET HIGH LIMITS, INDICATING/ PILOT LIGHTS G NOTES: 1. NO STRAINER ACCEPTABILITY THIS DESIGN AND /0R SPECIFICATION 15 APPROVED i ... NOTES: 1. PROVIDE WITH PUMP INSULATION COVER. 2. INCLUDES CDP -01 & 02. 3. INCLUDES CDP -03. DEPT. DATE DRAWN S. FRANKLIN CHECKED LAJ ENGINEER LAJ CHECKED R BERRY APPROVED R BERRY' EJG ROVED 10.11.98 5.21.99 5.21.99 5.21.99 5.21.99 5.21 99 SUBTITLE TITLE MECHANICAL MASTER ISSUED FOR CONSTRUCTION REVISIONS BY Harris Group Inc. REVISION 1"A" ONLY EQUIPMENT SCHEDULE BUILDING 2 -85 AIR RECEIVER 30 "0x72 "H VERTICAL, ASME CODED, PRIMED, W /RING BASE. PI ANT 2 GENERAL NOTES CONSTRUCTION NOTES JOB NO DWG NO. GM OF 1DV. O APPROVED DEC 1 4 265 ii01 E0 1 5U Vts�i APPPRVED C /XV DRAWN: CHECKED: WJB WBB CURRENTREWSION SYMBOL 7 131 9 4 - 00 A SHEEP M2A 982190 -00 2 -99 -8129 DATE 11.09.01 ENG NEER: CHECKED: DLF CEM DATE.' COMP NO PROJECT 11039 11.09.01 REVISION - RECORD DRAWING 4982190 -00 A 300# AIR COMPRESSOR INSTALLATION J #713194 -00 HGI /RB HGI /SDF APPROVED 02.05.01 11.09.01 35' -0" ' ROOF DRAIN, FOR DETAIL SEE SECTION A 2- 85 —A502 —1 3/8" 18' -5 1/2" (REF) 1- 11('I 17 1 r i -i LJ «_ FUTURE 16" DIA OPNG FOR COMPRESSED AIR INTAKE (TYP 3) FOR CHILLER m52 SUPPORT /VIBRATION ISOLATION SFE DETAIL RFM3 M503 PIPE CHASE - 2 "- HWS /HWR 2 1 /2 "— CHWS /CHWR FOR COIL CONNECTION RFM3 M522 RFM3 M —A BYPASS) AIR INTAKE 4" —CHWS 8' -1 1/8" 4" —CHWR REVISION \- 4" VENT (CH -3 REFRIGERANT) 35' -0" 35' -0" APPROVED f 3" VENT 3 "'VENT (CH -2 f (CH -1 REFRIGERANT) REFRIGERANT) MBING ROOF PLAN SCALE: 1/8' =1' -0" '1 1 L 1 111 I � - - -�'� RFM3 M5� II I I • 1 11 RFm DRY SPRINKLER PIPE MEM iiiMiNEIMINI RFM3 M50 M500 RFM3 M503 2 "VTR PLUMBING 35' -0" ROOF DRAIN, FOR DETAIL SEE SECTION A 2- 85 —A502 4" SUMP VENT THRU ROOF 3 "VTR 4 "VTR STEAM 1 "VTR INSTR. AIR 6" VTR CONDENSATE RECEIVER 4 'VTR , COMP. AIR 4' "VTR P FOR AHU -01 DETAIL, SEE RFM3 ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN MD HOLT CHECKED R BERRY ENGINEER R BERRY CHECKED uo APPROVED. R o BERRY DATE 9.11.98 5.21.99 5.21.99 5.21.99 5.21.99 TITLE SCALE: 1/8 " =1' -0` 4' PLAN ROOF MECHANICAL SYSTEMS LEGEND GENERAL NOTES REFERENCE DRAWINGS CONSTRUCTION NOTES CITY OF TO W1LA AVPRO'!LD DEC 1 0 2001 01 SU1LD RECErvEO CIiy OF TUKWI(A '... NOV 2 8 2001 ISSUED FOR CONSTRUCTION PERMIT CENTER 16' APPROVED DATE PROJECT C lJ 11.09.01 11039 RAWN: CHECKED: ENGINEER: CHECKED: SDF WJB DLF CEM CURRENT REVISION 713194 -00 JOB N Harris Group Inc. REVISION "A" ONLY SYMBOL SHEET RFM3 982190 -00 DATE 11.09.01 COMP NO. TAG. NO. MANUFACTURER MODEL NAME /NUMBER FE /FT -2403 SEAMETRICS MR- 200- G(100)2 "- 100GAL /PULSE FE FT -2502 _ LSL/H/LL/HH-200T Dietrich Standard PBR . +25S240HP2SOCP2COMP4CO2A1A3K Magnetrol 842- 1000 -000 -w 041 -5027 -048 PI -2101 Ashcroft 45- 1279- SS -04L- XPDNH- 0/60w/1106S PI -2201 Ashcroft 45- 1279- SS -04L- XPDNH- 0/60w/1106S PI -2401 Ashcroft 45- 1279- SS -04L- XPDNH- 0/60w/1106S PI -2501 Ashcroft 45- 1279- SS -04L- XPDNH- O/60w/1106S TI /TW -2501 Ashcroft 50E160E150- XNHPD- 28/120; 75W1350- H -T260C TI /TW -2504 Ashcroft 50EI60E150- XNHPD - 20/120; 75W1350- H -T260C TE /TW /TT -2002 Minco AS515011176AC165A2N2 TE /TW /TT -2500 Minco AS5150TT176AC135A2N2 W /CH359P2T0 /TT176PD1AC TE /TW /TT -2503 Minco AS515011176AC135A2N2 W /CH359P2TO /TT176PD1AC COND 2- 85 -M318A • ►• • ►t • 1 1/2" _ • APPROVED 8" OVERFLOW VSH 20 - o 12x14♦ AT 14x12 A MCC 2 "LPS \ /STEAM TO WW1 CT BASIN 2 "LPS 2- 85 -M318A Al <24" CTWS 2- 85 -M313B >2 CTWR 2- 85 -M313B RECORD DRAWING < - 1 I • ee ►/ le III CDT 02 REVISION 2" LPS 2 " -29 GPM COOLING TOWER BLOWDOWN VALVE 2 -85 J #982190 - 00 2 -85 OUTSIDE r L OUTSIDE TOP OF BASIN STEAM COIL HEX 02 APPROVE 1 CTWP DATE 02.05.01 10,700 GPM (FUTURE 6,600 GPM (PRESENT) 24 " -CTWS ET 12x8 V 12x8 8 1 CTWP \02/ (LOW FLOW) El REVISION r -- CTWP CTWP CTWP OS 03 04 (MIN FLOW) (FUTURE) DI 10,700 GPM (FUTURE 6,600 GPM (PRESENT) SAN a_ 24"-CTWR 120 GPM NORMAL 6 " -- Iv O 566 GP M _1/ (j T SAN L J L_ CT 03 (FUTURE) 566! GPM 12 " -CTWR � I I11 L3 I1-4-k`,=1 L -J PROOF (-15'\ CJoo I roz 1 £ - I _ (HO A'1 1 �� AT 12014 A START MCC I (z SPEED) 7 1 AUTOMATIC AIR VENT 6" SAND FILTER SKID 6" CTWR 686 GPM (OPERATING) APPROVED BY. 120 GPM (BACKWASHING) 120 GPM (FILL). • 24x12 ®—� ®�IN START (2 SPEED) Y PROOF CT 02 CUB COOLING TOWERS ACCEPTABILITY THIS DESIGN AND /0R SPECIFICATION I5 APPROVED DEPT. 566 GPM (BACKWASH) TO SAN SEWER DATE DRAWN MD HOLT CHECKED L. JOHNSTON L JOHNSTON CHECKED R BERRY APPROVED R. BERRY CONTROL PANEL AT MCC DI PROOFI i DATE 10.16.98 5.21.99 5.21.99 5.21.99 5.21.99 CT I><1 1/ " x1/4" 1/4" 1/2 "xl /4" SUBTITLE. TITLE PCV SET AT 30 PSIG START (2 SPEED) — DO 10x12 3 " -PW 12x10 m I� FOR REFERENCE ONLY FACILITY DESIGN BY HG I /DLF DATE ,1 .09.01 COOLING TOWER WATER FLOW DIAGRAM BUILDING 2 -85 <ROCESS WATER. 2- 85 -M321 LEGEND _ ELECTRICAL HEAT TRACE ET GENERAL NOTES HGI /RB 1. PROVIDE AUTOMATIC AIR VENTS AT ALL PIPING HIGH POINTS. ROUTE 1/2" PIPE FROM MV TO NEAREST FLOOR DRAIN. START COMMAND, ONE FOR _LOW SPEED, ONE FOR HIGH SPEED CURRENT SWITCH FEEDBACK, COMMON FOR BOTH 1-1I /L0 SPEED HIGH HIGH VIBRATION HARDWIRED INTERLOCK TO MOTOR STARTER E> LO LEVEL OPENS VALVE. HI LEVEL CLOSES VALVE. © SEE INSTRUMENT INSTALLATION DETAILS 2- 85 -M322A THROUGH 2- 85 -M322D FOR REQUIRED INSTRUMENT CONNECTION SIZES. 7. SEE DWG M2C FOR VALVE SCHEDULE. REFERENCE DRAWINGS 2- 85 -M313D 2- 85 -M313E CONSTRUCTION NOTES ci OFTU1a, NOV 2 8 2001 PERMIT CENTEP CURRENT REVISION SHEET JOB N0. M313A 982190'' -00 GITA OF TUKWILA APPROVED DEC 1 4 2001 PSJilU 81JILDING DIVISION SYMBOL Harris Group Inc. 10406.06 DATE COMP NO. 02.05.01 TAG. NO. MANUFACTURER MODEL NAME /NUMBER AIC -2402 Lakewood 2175- RTC- WP -35L FS -3106 Kobold FPS -6200 w /3" Paddle FS -3206 Kobold FPS -6200 w 3" Paddle FS -3306 Kobold FPS -6200 w 3 Paddle PDT -2506 Honeywell ST3000 /STD930 -A1A- 00000- 1C,TG,TC PDI -3102 Ashcroft 45- 1125- A -02L- XPDNH -0/20 PDI -3202 Ashcroft 45- 1125- A -02L- XPDNH - 0/20' PDI -3302 Ashcroft 45- 1125 -A -02L -XPDNH -0/20 PI -3101 Ashcroft 45- 1279- SS -04L -XPDNH -0/60 PI -3103 Ashcroft 45- 1279- SS -04L -XPDNH -0/60 PI -3201 - Ashcroft 45- 1279- SS -04L- XPDNH -0/60 PI -3203 Ashcroft 45- 1279- SS -04L- XPDNH -0/60- PI -3301 Ashcroft 45- 1279- SS -04L- XPDNH -O/60 PI -3303 Ashcroft 45- 1279- SS -04L- XPDNH -0/60 TVTW -3100 Ashcroft 50E160E060 -XNHPD 20/200; 75W0450HT260C TI /TW -3104 Ashcroft 50EI60E060- XNHPD 20 /200; 75W0450HT260C TI /TW -3200 Ashcroft 50EI60E060 -XNHPD 20/200; 75W0450HT260C TI /TW -3204 Ashcroft 50EI60E060 -XNHPD 20 /200; 75W0450HT260C TI /TW -3300 Ashcroft 50EI60E060 -XNHPD 20/200; 75W0750HT260C TI /TW -3304 Ashcroft 50EI60E060 -XNHPD 20/200; 75W3750HT260C TO COMPRESSORS 2- 85 -M314A /TO PROCESS 2 -YD -M7 300# COMPRESSOR INSTALLATION 10" -CTWS 10" -CTWR REVISION 24" -CTWS CONDENSER 8" -CTWS 14 "I 2 1/2" SHUT OFF VALVE —' 2 1/2" WELDOLET 8" -CTWR 24" -CTWR HARDWIRED INTERLOCK FOR CHILLER SHUTDOWN RECORD DRAWING 3982190 - 00 4713194 -00 MANUAL DRAIN HGI /RB HGI /DLF 12 "x8" 8 " -CWS 12 "x8" VENT APPROVED DALE 02.05.01 11.09.01 12" -CTWS 3000 GPM 12" -CTWR 12x16 12x16 CONDENSER INTERLOCK FOR CHILLER SHUTDOWN `10- 3/4" REVISION 8" -CTWS 1200 GPM APPROVED INTERLOCK FOR CHILLER SHUTDOWN 3/4" EXTERIOR CUB WALL / f0 l 2 1/2" -CTWS \AIR DRYER \ 95 GPM 2- 85 -M315A ET I I FROM 1/2" CTWR p /AIR DRYER T 1 2- 85 -M315A 95 GPM ▪ ET 1 8" -CTWS 1200 GPM p rawArEa. L �f INTERLOCK FOR CHILLER SHUTDOWN 3/4" 1 rt A ,. otJ01 ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN MD HOLT CHECKED HH000€ER CHECKED APPROVED 1$ 1 I� L INHIBITOR BIOCIDE J WATER TREATMENT SYSTEM CORROSION COUPON RACK DATE 10.16.98 CONDUCTIVITY ELECTRODE SUBTITL TITLE 5' -0" J 10,700 GPM (FUTURE) 6,600 GPM (CURRENT) 24" - CTWS X24" -CTWS 10,700 GPM (FUTURE) 6,600 GPM (CURRENT) 24" - CTWR \24" -CTWR > 2- 85 -M313A 2- 85 -M313A COOLING TOWER WATER FLOW DIAGRAM BUILDING 2-85 DO "START BIOCIDE METERING PUMP" "BLOWDOWN ✓ - --I DI I IN PROGRESS" 1 H BIOCIDE CONTROLLER I I J 1 CONDUCTIVITY 1 1 CONTROLLER I 1 1 LAKEWOOD 2175 1 CONTROLLER "BIOCIDE TIMER HAS TIMED OUT READY FOR TREATMENT" LEGEND GENERAL NOTES NALCO "MINI PORTAFEED" TANK, TRAY, TELEMETRY SYSTEM. ▪ LIQUID METRONICS, INC. METERING PUMP_ NON- METALLIC WETTED PARTS. E> PROMANENT METERING PUMP. ® PROVIDE 1" COUPLING WITH 1" BRASS CLOSE NIPPLE. 1" BRASS GATE VALVE AND 1x3/4 BRASS BUSHING FOR INSERTION OF CORPORATION STOP ASSEMBLY. USE SCHEDULE 80 PVC PIPE AND FITTINGS AND PVC VALVES FROM THE BIOCIDE OUTLET TO THE POINT OF CONNECTION TO THE 24 "0 CTWR HEADER. SIMILAR FOR THE CORROSION', INHIBITOR PIPING. SEE INSTRUMENT INSTALLATION DETAILS 2- 85 -M322A THROUGH 2- 85 -M322D FOR REQUIRED INSTRUMENT CONNECTION SIZES. 4" DRAIN CONNECTION WITH 150# BLIND FLANGE AT LOW POINT IN ENTRY WELL TO 2 -85 FROM UTILIDOR. 8. SEE DWG. 2- 85 -M2C FOR VALVE SCHEDULE. REFERENCE DRAWINGS 2- 85 -M313F CONSTRUCTION NOTES INSTALL NEW 12x12x10 TEE. CITOFTCR, NOV 2 8 2001 PERMI TCENTER Plei FOR CONSTRUCTION APPRO • WN: /D: WJB W66 CURRENT REVISION SYMBOL 713194 -00 SHEET 306 ND. M 313 B 982190 -00 CITY OF TI1KWILA APPROVED DEC 1 4 2001 3 NoicD CUIEDING D1V1;•15N REVISIONS BY Harris Group Inc. • REVISION "A" ONLY A DATE 11.09.01 ENG NEER: DLF DATE COMP NO. PROJECT 11.09.01 11039 CHECKED: CEM COOLING TOWER SYSTEM — OPERATION CONTROL OF THE COOLING TOWER SYSTEM INVOLVES OPERATING THE FOLLOWING EQUIPMENT AND COORDINATING THE OPERATION OF THE PROCESS EQUIPMENT SERVED WITH COOLING TOWER WATER. ALL SET POINTS AND TIME DELAYS ARE ADJUSTABLE. CONTROLLED EQUIPMENT PUMPS, TOWER FANS, TOWER ISOLATION VALVES, DIFFERENTIAL PRESSURE CONTROL VALVE, TEMPERATURE CONTROL(BYPASS) VALVE AND CHILLER CONDENSER CONTROL VALVES. CTWP -01 CT- O1(FAN) FV -1102 PDV -2506 FV -3105 CTWP -02 CT- 02(FAN) FV -1202 FV -1001 FV -3205 SAND FILTER CTWP -04 FV -3305 CTWP -05 (FREEZE & MISC. LOADS) SUMP HEATER CONTROL VALVE 1V -2002 FUTURE CONTROLLED EQUIPMENT MAKE NO PROVISIONS BEYOND PANEL SPACE FOR FUTURE CONTROLLED EQUIPMENT AT THIS TIME. C 3 5 AIR COMPRESSOR AC -1 FCV -5101, AC -2 (FUTURE), AC -3 (FUTURE) SERVED EQUIPMENT (SOM A13E ESTIMATES CH -01 1200 GPM SWWT AIR`VOMP CH -02 1200 GPM AIR COMPRESSOR -1 (450 GPM) CH -03 3000 GPM) FUTURE AIR COMPRESSOR -2 (450 GPM) . • FUTURE ) CH 04 F U RE)(450 UTURE AIR COMPRESSOR -3 (450 GPM) COMPRESSED AIR DRYER SYST MISCELLANEOUS PROCESS LOADS (150 GPM) RUN COMMAND FOR EACH CHILLER, EACH AIR COMPRESSOR AND THE COMPRESSED AIR DRYER SYSTEM COOLING WATER VALVE WILL BE MONITORED BY THE CMCS. CTWP-01&02 IN THE 2 -88 BUILDING SERVE ALL MISCELLANEOUS PROCESS LOADS AND WILL BE MONITORED BY THE CMCS. ANY ADDITIONAL PROCESS LOADS SHALL BE PROVIDED WITH AN INDICATION OF STATUS FOR THE CMCS. 6° .i, GENERAL THE CMCS SHALL MONITOR THE STATUS OF THE SERVED EQUIPMENT AND CONTINUOUSLY SUM THE GPM REQUIREMENT OF ALL ACTIVE OR CALLED FOR EQUIPMENT. CTWP -01 AND /OR 02 SHALL BE IMMEDIATELY STARTED OR STOPPED AS NEEDED TO PROVIDE FOR THE TOTAL GPM REQUIREMENT (CTWTFR) OF ALL THE LOADS. CTWP -05 SHALL OPERATE WHEN ONLY THE COMPRESSED AIR DRYER SYSTEM COOLER AND /OR THE MISCELLANEOUS PROCESS LOADS ARE THE ONLY ACTIVE LOADS OR TO PREVENT FREEZING OF THE SYSTEM WHEN CTWP -01 AND -02 ARE OFF. ALL FANS AND PUMPS SHALL HAVE MISMATCH ALARM REPORTING. MISMATCH IS WHEN THE STATUS OF THE ITEM DOES NOT MATCH THE CMCS COMMAND AFTER AN APPROPRIATE TIME DELAY (10 SECONDS). FANS AND PUMPS SHALL BE PREVENTED FROM SHORT CYCLING BY SOFTWARE ALGORITHMS MAINTAINING MINIMUM ON TIMES OR BY ALTERNATION. NO MOTOR SHALL BE PREVENTED FROM STARTING TO AVOID SHORT CYCLING. CONTROLS FOR FAN MOTORS AND FOR TOWER ISOLATION VALVES FV -1102 AND FV -1202 SHALL INCLUDE A LEAD /LAG ALGORITHM. THE LEAD STATUS OF CT -01 /FV -1102 SHALL BE ALTERNATED WITH CT -02 /FV -1202 ON A MONTHLY BASIS. SEQUENCE OF OPERATIONS FLOW CONTROLS SAND FILTER CTWP -04 THE SAND FILTER CTWP -04 SHALL OPERATE WHEN ANY COOLING TOWER WATER PUMP OPERATES. CTWP -05 (FREEZE & MISC. LOADS) THE CTWP -05 (FREEZE & MISC. LOADS) SHALL OPERATE TO SERVE THE COMPRESSED AIR DRYER SYSTEM COOLER AND /OR THE MISCELLANEOUS PROCESS LOADS AND /OR FOR FREEZE PROTECTION (OSAT<35) WHEN NONE OF THE OTHER LOAD PUMPS ARE RUNNING. LOAD PUMPS CTWP -01 &02 ( -03 FUTURE) LOAD PUMPS CTWP -01 AND /OR 02 SHALL RUN WHEN ANY OF THE CHILLERS OR AIR COMPRESSORS HAVE A RUN COMMAND. IF THE CTWTFR IS LESS THAN CTWP -02 CAPACITY, CTWP -02 SHALL RUN. IF THE CTWTFR IS MORE THAN CTWP -02 CAPACITY BUT LESS THAN CTWP -01 CAPACITY, CTWP -01 SHALL RUN. IF THE CTWTFR IS MORE THAN CTWP -01 CAPACITY, BOTH CTWP -01 &02 SHALL RUN. NOTE THAT STARTING THE SECOND LOAD PUMP SHOULD BE PRECEDED BY A TWENTY SECOND DELAY AFTER ENABLING THE SECOND TOWERS CONTROL VALVES TO PREVENT OVERPRESSURE IN THE SYSTEM TO THE COOLING TOWERS. CTWP -02 IS CONSIDERED LEAD. AN ANTI CYCLE TIMER SHALL ALTERNATE THE LEAD PUMP IF MORE THAN 2 STARTS PER HOUR FOR EITHER PUMP IS COMMANDED FROM THE CMCS. ONCE STARTED THESE PUMPS SHALL HAVE A 10 MINUTE (ADJ) MINIMUM RUN TIME. ONE PUMP SHALL RUN WHEN THE LAKEWOOD CONTROLLER AIC -2402 REQUIRES FLOW FOR CHEMICAL TREATMENT OR BLOWDOWN. A BINARY SIGNAL FROM THE LAKEWOOD CONTROLLER IS MONITORED BY THE CMCS. ONE PUMP SHALL RUN AT LEAST TWICE A WEEK FOR FOUR HOURS MINIMUM TO SUPPORT FILTRATION CLEANING. THE ABOVE RUN REQUIREMENTS CAN BE MET CONCURRENTLY. DIFFERENTIAL PRESSURE CONTROL VALVE (PDV -2506 ) THE CMCS WILL CONTINUOUSLY MONITOR THE OUTPUT FROM PDT -2506 AND COMPARE TO THE SET - POINT. WHEN THE DIFFERENTIAL PRESSURE INDICATED BY PDT -2506 EXCEEDS THE TARGET DIFFERENTIAL PRESSURE PDV -2506 WILL BE MODULATED TO A MORE OPEN POSITION TO BYPASS SOME OF THE PUMP DISCHARGE BACK TO THE COOLING TOWERS INSTEAD OF THROUGH THE LOAD(S). WHEN THE DIFFERENTIAL PRESSURE INDICATED BY PDT -2502 IS LESS THAN THE TARGET PRESSURE, PDV -2506 WILL BE MODULATED TO A MORE CLOSED POSITION TO DIRECT MORE OF THE PUMP DISCHARGE THROUGH THE LOAD(S). CHILLER CONDENSER ISOLATION VALVES (FV -3X05) OPERATION OF THE CHILLER CONDENSER ISOLATION VALVES IS SPECIFIED UNDER THE CHILLER CONTROLS. IN ADDITION, THE VALVES SHALL OPEN DURING THE CHEMICAL TREATMENT PROCESS ORIGINATING FROM THE LAKEWOOD CONTROLLER. REVISION RECORD DRAWING J #982190 -00 300# AIR COMPRESSOR INSTALLATION 4713194 -00 BY HGi /RB HGI /DLF APPROVER .DALE 02.05.01 11.09.01 5YM SEQUENCE OF OPERATIONS (CONTINUED) CTWS TEMPERATURE CONTROLS GENERAL PROVIDE STEADY CTWS TEMPERATURE TO PREVENT FREQUENT CHILLER LOAD CYCLING AND MINIMIZE FAN CYCLING. THE MODULATING COOLING TOWER CONTROL VALVES AND TWO SPEED FANS SHALL BE CONTROLLED IN SEQUENCE TO MAINTAIN A STEADY NON- CYCLING CHWS TEMPERATURE. THE OPERATOR SHALL SELECT LEAD AND LAG TOWERS (AND FUTURE BACKUP TOWER). IF THE SELECTED LEAD TOWER IS CT -01, THE LEAD TOWER CONTROL VALVE IS FV -1102. IF THE SELECTED LEAD TOWER IS CT -02, TFIE LEAD TOWER CONTROL VALVE IS FV -1202. THE COOLING TOWER WATER SUPPLY TEMPERATURE SET POINT ( CTWSTSP) SHALL BE CALCULATED BY CMCS: CTWSTSP = - AMBIENT WET BULB TEMPERATURE +12 DEGREES. THE CTWSTSP SHALL BE LIMITED TO BETWEEN 65 AND 85 DEGREES. THE SET POINT MAY BE FURTHER LIMITED BY THE MANUFACTURER'S REQUIREMENTS OF THE CHILLERS AND /OR AIR COMPRESSORS. IF NEEDED, PROVIDE VARIABLE LIMITATION BASED ON WHICH EQUIPMENT IS OPERATING. THE OPERATOR SHALL SELECT SINGLE OR DUAL TOWER OPTION FOR THE LOW LOAD CONDITION. THE LOAD STAGING SEQUENCE FOR THE SINGLE TOWER OPTION IS: 'I) LEAD TOWER CONTROL VALVE MODULATE, 2) LEAD TOWER FAN LOW SPEED, 3) LEAD TOWER FAN HIGH SPEED, 4) LAG TOWER CONTROL VALVE MODULATE AND BOTH FANS LOW SPEED, 5) LEAD TOWER FAN HIGH SPEED, 6) LAG TOWER FAN HIGH SPEED. THE LOAD STAGING SEQUENCE FOR THE DUAL TOWER OPTION IS: 1) LEAD TOWER CONTROL VALVE MODULATE, 2) LAG TOWER CONTROL VALVE MODULATE, 3) LEAD TOWER FAN LOW SPEED, 4) LAG TOWER FAN LOW SPEED, 5) LEAD TOWER FAN HIGH SPEED, 6) LAG TOWER FAN HIGH SPEED. COOLING TOWER CONTROL VALVES (FV -1102, FV -1202, FV -1302) AND BYPASS VALVE (FV -1001) THE COOLING TOWER CONTROL VALVES, FV -1102, FV -1202, FV- 1302(FUTURE) ARE NORMALLY CLOSED. THE BYPASS VALVE, FV -1001, IS NORMALLY OPEN. THE NUMBER OF COOLING TOWERS VALVES ENABLED SHALL BE SELECTED TO SUIT THE LOAD PUMPS WHICH HAVE BEEN SELECTED TO RUN. IF CTWP -02 OR CTWP -05 HAS BEEN SELECTED, ONLY ONE COOLING TOWER VALVE WILL BE ENABLED. IF CTWP -01 AND CTWP -02 ARE BOTH SELECTED TO RUN, BOTH COOLING VALVES WILL BE ENABLED. WHEN ONE TOWER OPERATES THE BYPASS VALVE IS POSITIONED SUCH THAT THE COMBINED CVS OF THE ISOLATION AND BYPASS VALVES EQUAL THE FULL OPEN CV OF THE ISOLATION VALVE. WHEN TWO TOWERS OPERATE THE BYPASS VALVE IS POSITIONED SUCH THAT THE COMBINED CVS OF THE ISOLATIONS AND BYPASS VALVE EQUAL THE FULL OPEN CV OF THE TWO ISOLATION VALVES. ON A RISE IN CTWS TEMPERATURE ABOVE SET POINT THE CONTROL VALVE SFIALL MODULATE TOWARD OPEN AND THE BYPASS VALVE TOWARD CLOSE. THE CONTROL LOOP SHALL BE CONFIGURED TO ACCURATELY POSITION THE MODULATING VALVE WITHOUT CYCLING TO ATTAIN THE DESIRED SET - POINT. (OPTION: THE RETURN' TEMPERATURE WILL BE COMPARED TO DESIGN RETURN' TEMPERATURE. IF MEASURED AND DESIGN RETURN TEMPERATURES DO NOT MATCH WITHIN A PRESET TOLERANCE, AN ERROR SIGNAL WILL BE GENERATED TO PROVIDE A FEED FORWARD CONTROL SIGNAL TO PREPOSITION THE CONTROL LOOP TO MINIMIZE SET POINT OVERSHOOT /UNDERSHOOT.) COOLING TOWER TWO SPEED FANS THE CMCS SHALL BE CONFIGURED TO ACCOUNT FOR THE COAST DOWN TIMER (LOCATED AT THE STARTER) WHEN FANS ARE STAGED FROM HIGH TO LOW SPEED. THE RUN FEEDBACK FOR LOW SPEED WILL NOT OCCUR UNTIL THE 60 SECONDS (ADJUSTABLE) COAST DOWN TIMER IS TIMED OUT, THEREFORE, MISMATCH ALARMING SHALL BE DISABLED UNTIL THE TIMER HAS TIMED OUT TO AVOID NUISANCE ALARMS.. SINGLE TOWER OPTION SEQUENCE INCREASING LOAD (SEE COOLING TOWER VALVE CONTROLS ABOVE) WHEN LEAD FAN IS OFF, LEAD TOWER CONTROL VALVE IS OPEN, BYPASS VALVE IS CLOSED, AND CTWST>SP +2 (ADJ) FOR 2 (ADJ) MINUTES: START LEAD FAN WHEN LEAD FAN IS ON SLOW SPEED, LEAD TOWER CONTROL VALVE IS OPEN, BYPASS VALVE IS CLOSED, AND CTWST>SP +2 FOR 2 MINUTES: INCREASE LEAD FAN TO HIGH SPEED WHEN LEAD FAN IS ON HIGH SPEED, LEAD TOWER CONTROL VALVE IS OPEN, BYPASS VALVE IS CLOSED, AND CTWST>SP +2 FOR 2 MINUTES: ENABLE LAG TOWER CONTROL VALVE, START LAG FAN ON LOW SPEED, AND REDUCE LEAD FAN TO LOW SPEED. WHEN BOTH FANS ARE ON LOW SPEED, BOTH TOWER CONTROL VALVES ARE OPEN, BYPASS VALVE IS CLOSED, AND CTWST>SP +2 FOR 2 MINUTES: INCREASE LEAD FAN TO HIGH SPEED. WHEN LEAD FAN IS ON HIGH SPEED AND LAG FAN IS ON LOW SPEED, BOTH TOWER CONTROL VALVES ARE OPEN, BYPASS VALVE IS CLOSED, AND CTWST>SP +2 FOR 2 MINUTES: INCREASE LAG FAN TO HIGH SPEED. DUAL TOWER OPTION SEQUENCE INCREASING LOAD (SEE COOLING TOWER VALVE CONTROLS ABOVE) WHEN BOTH FANS ARE OFF, LEAD TOWER CONTROL VALVE IS OPEN, LAG TOWER CONTROL VALVE IS CLOSED, BYPASS VALVE IS CLOSED, AND CTWST>SP +2 FOR 2 MINUTES: ENABLE THE LAG TOWER CONTROL VALVE WHEN BOTH FANS ARE OFF, BOTH TOWER CONTROL VALVES ARE OPEN, BYPASS VALVE IS CLOSED, AND CTWST>SP +2 FOR 2 MINUTES: START THE LEAD FAN ON LOW SPEED. WHEN LEAD FAN IS ON SLOW SPEED, BOTH TOWER CONTROL VALVES ARE OPEN, BYPASS VALVE IS CLOSED, AND CTWST>SP +2 FOR 2 MINUTES: START THE LAG FAN ON LOW SPEED. WHEN BOTH FANS ARE ON LOW SPEED, BOTH TOWER CONTROL VALVES ARE OPEN, BYPASS VALVE IS CLOSED, AND CTWST>SP +2 FOR 2 MINUTES: INCREASE LEAD FAN TO HIGH SPEED WHEN LEAD FAN IS ON HIGH SPEED AND LAG FAN IS ON LOW SPEED, BOTH TOWER CONTROL VALVES ARE OPEN, BYPASS VALVE IS CLOSED, AND CTWST>SP +2 FOR 2 MINUTES: INCREASE LAG FAN TO HIGH SPEED SEQUENCE DECREASING LOAD (BOTH OPTIONS) REDUCE THE FANS BY STAGE (LAST INCREASED - FIRST DECREASED) "LIFO" THROUGH ALL THE STAGES IN REVERSE SEQUENCE TO THAT DEFINED IN THE 'SEQUENCE INCREASING LOAD (SINGLE OR DUAL FANS)" ABOVE IF THE LAST FAN INCREASE STAGE HAS BEEN ACTIVE FOR AT LEAST 30 MINUTES (ADJUSTABLE OR VARIABLE), AND THE BYPASS VALVE IS MORE THAN 50 %(ADJUSTABLE OR VARIABLE) OPEN, AND NO STAGE REDUCTION HAS OCCURRED WITHIN THE LAST 10 MINUTES (THIS PREVENTS SEVERAL QUICK STAGE REDUCTIONS WHEN THE COOLING CAPACITY IS STILL NEEDED). IF NO COOLING TOWER LOAD EXISTS CTWTFR =O) STOP ALL COOLING TOWER FANS. IF CTWTFR<200: SET MAXIMUM COOLING STAGE TO LEAD FAN ON LOW SPEED. SUMP HEATER CONTROL VALVE (TV-2002) THE SUMP HEATER CONTROL VALVE, TV 002, SHALL MAINTAIN THE SUMP TEMPERATURE ABOVE 35 DEGREES AT ALL TIMES. IN ADDITION THE HEATER SHALL OPERATE TO PREHEAT THE SUMP UP TO 55 DEGREES IN ANTICIPATION OF ANY CHILLER OPERATION. SUMP LEVEL CONTROL VALVE (LV-2001) CONTROL VALVE LV -2001 MAINTAINS SUMP WATER LEVEL. LO LEVEL AT LSL -2001 OPENS VALVE AND HI LEVEL CLOSES VALVE. LV -2001 SHALL CLOSE SLOWLY TO PREVENT WATER HAMMER. REVISION APPROVED DATE p rawziv” a CHEMICAL TREATMENT FOR COOLING TOWER WATER SYSTEM — OPERATION CONTROL OF THE COOLING TOWER WATER CHEMICAL TREATMENT SYSTEM INVOLVES OPERATING THE FOLLOWING EQUIPMENT AND COORDINATING THE OPERATION OF THE PROCESS EQUIPMENT SERVED WITH COOLING TOWER WATER. CONTROLLED EQUIPMENT COOLING TOWER PUMPS, COOLING TOWER ISOLATION VALVES, COOLING TOWER MAKE -UP AND BLOWDOWN VALVES, CHEMICAL METERING PUMPS, CHILLER CONDENSER CONTROL VALVES. CTWP -01 FV -1102 LV -2001 MP -01 FV -3105 CTWP -02, FV-1202 AV-2402 MP -02 FV -3205 FV -3305 FUTURE', CONTROLLED EQUIPMENT MAKE NO PROVISIONS BEYOND PANEL SPACE FOR FUTURE CONTROLLED EQUIPMENT AT THIS TIME. CTWP -03, FV -1302, FV -3405 CONTROL AND SENSING EQUIPMENT LAKEWOOD MODEL 2175 CONTROLLER (INCLUDES FLOW SWITCH, COOLING TOWER WATER CONDUCTIVITY ELECTRODE AND TRANSMITTER), MAKE -UP WATER METER, BLOWDOWN WATER METER, AIC -2402 AE -2402 FE /FT -1905 FS -2402. AT -2402 FE /FT -2403 RUN COMMAND FOR EACH CHILLER, EACH AIR COMPRESSOR AND THE COMPRESSED AIR DRYER SYSTEM COOLING WATER VALVE WILL BE MONITORED BY THE CMCS. GENERAL THE LAKEWOOD CONTROLLER PROVIDES THE "INITIATE TREATMENT" SIGNAL FOR BOTH CORROSION INHIBITOR ADDITION AND BIOCIDE TREATMENT. THE CMCS SHALL CONTINUOUSLY MONITOR THE STATUS OF THE LAKEWOOD CONTROLLER. CTWP -01 AND /OR 02 SHALL BE STARTED OR STOPPED AS NEEDED TO SUPPORT BOTH OPERATING LOADS AND SCHEDULED BIOCIDE TREATMENT REQUIREMENTS BY THE CMCS. THE LAKEWOOD 2175 INHIBITOR /BIOCIDE CONTROLLER IS OPERATIONAL ONLY IF ITS FLOW SENSOR FS -2404 SENSES COOLING TOWER WATER FLOW. COOLING TOWER SYSTEM MISMATCH, SHORT- CYCLING AND LEAD /LAG CONTROLS SHALL NOT BE AFFECTED BY THE OPERATION OF THE CHEMICAL TREATMENT SYSTEM. SEQUENCE OF OPERATIONS CORROSION INHIBITOR ADDITION THE "FLOW PRESENT" SIGNAL FROM FS -2404 TRANSFERS CONTROLLER AIC -2402 TO THE "OPERATIONAL" STATE. WHEN AIC -2402 RECEIVES A HIGH - CONDUCTIVITY SIGNAL FROM AE - 2402/AT - 2402, IT WILL OPEN THE COOLING TOWER WATER BLOWDOWN SOLENOID VALVE, AV -2402 BLOWDOWN FLOW SIGNAL FROM FE /FT -2403 DRIVES AIC -2402 TO PROVIDE A CONTACT OUTPUT TO THE CMCS. AFTER IA DELAY OF 15 SECONDS (ADJUSTABLE), THE CMCS WILL COMMAND THE COOLING TOWER BASIN MAKE -UP VALVE LV -2001 TO OPEN. BOTH AV -2402 AND LV -2001 WILL REMAIN OPEN UNTIL ONE OF THE FOLLOWING OCCURS: A. THE MEASURED CONDUCTIVITY REACHES THE SETPOINT. THEN AV -2402 WILL BE CLOSED AND LV -2001 MAY REMAIN OPEN. B. THE BASIN WATER LEVEL DROPS TO LOW LEVEL (SENSED BY LSD 2001). THEN AV -2402 WILL CLOSE AND LV -2001 WILL REMAIN OPEN. C. THE BASIN WATER LEVEL RISES TO HIGH LEVEL (SENSED BY LSH- 2001). THEN LV -2001 WILL CLOSE AND AV -2402 WILL REMAIN OPEN IF THE CONDUCTIVITY SETPOINT HAS NOT BEEN REACHED. NOTE: LV -2001 SHALL CLOSE SLOWLY TO PREVENT WATER HAMMER. PROCESS CONTINUES UNTIL THE CONDUCTVVITY SETPOINT IS REACHED. A CONDUCTIVITY ALARM IS PROVIDED FROM THE LAKEWOOD 2175 CONTROLLER. FLOWMETER FE /FT -1905 MONITORS MAKEUP FLOW. THIS FLOWMEVER PROVIDES A PULSE FOR EACH 100 GALLONS OF WATER LAKEWOOD CONTROLLER (AIC -2402) ACCUMULATES PULSES UP TO A PRESELECTED COUNT (10 INITIALLY, ADJUSTABLE). WHEN THE METER PULSE COUNT REACHES THE PRESELECTED VALUE, AIC -2402 STARTS THE INHIBITOR METERING PUMP (MP -01) AND RESETS THE PULSE COUNTER TO ZERO. ONCE MP -01 IS STARTED, IT WILL BE CONTROLLED BY AIC -2402 TO RUN FOR A PRESELECTED TIME (INITIALLY 20- SECONDS) AND THEN STOP. ONE PUMP (CTWP -01 OR CTWP -02) SHALL RUN WHEN THE LAKEWOOD CONTROLLER AIC -2402 REQUIRES FLOW FOR CHEMICAL TREATMENT OR BLOWDOWN. (ZEU- "A"owyi O r—. I P 29776 TE j 2 1 ODVA18L9D Vi 8fl9 p / 40 1 'EXPIRES 6 ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE BIOCIDE TREATMENT GENERAL Me) / I-Pz / DRAWN S. FRANKLIN CHECKED L. JOHNSTON FIUNEER L. JOHNSTON CHECKED R. BERRY APPROVED R. BERRY APPROVED DATE 3.3.99 5.21.99 5.21.99 5.12.99 5.12.99 SUBTITLE TITLE CHEMICAL TREATMENT FOR COOLING TOWER WATER SYSTEM — OPERATION (CONTINUED) BIOCIDE TREATMENT WILL BE DONE ON A TIME SCHEDULE PROGRAMMED INTO THE LAKEWOOD CONTROLLER. TO PROVIDE FOR MAXIMUM EFFECTIVENESS OF THE BIOCIDE, THE TREATED WATER WILL BE CIRCULATED THROUGH ALL EQUIPMENT IN THE COOLING TOWER WATER CIRCUIT EACH TIME BIOCIDE IS ADDED. IF ANY CHILLERS ARE RUNNING WHEN THE BIOCIDE TREATMENT BEGINS, ALL MAIN COOLING TOWER PUMPS (INITIALLY ONE 4100 GPM PUMP AND ONE 2500 GPM PUMP) WILL BE RUN FOR THE DURATION OF THE BIOCIDE TREATMENT. THIS PROCEDURE WILL MINIMIZE THE POSSIBILITY OF "STARVING" THE OPERATING CHILLERS WHEN THE FLOW VALVES FOR CONDENSER WATER TO THE IDLE CHILLERS ARE SET TO THE 100% OPEN POSITION. WHEN ITS BIOCIDE SCHEDULER TIMES OUT, THE LAKEWOOD 2175 CONTROLLER WILL SEND AN "ENABLE REQUEST FOR BIOCIDE TREATMENT" SIGNAL TO THE CMCS.' THE CMCS WILL MONITOR OUTSIDE AIR TEMPERATURE (OAT). IF THE OAT< 35 DEGREES F, THE CMCS WILL BYPASS THE COOLING TOWERS AND BIOCIDE TREATMENT MAY OCCUR. IF THE OAT >= 35 DEGREES F, THE CMCS WILL START THE BIOCIDE PUMP ONCE THE CIRCULATION PUMP START SEQUENCE HAS BEEN SUCCESSFULLY COMPLETED. IF ANY CHILLERS ARE RUNNING, THE CMCS WILL RUN ALL INSTALLED "MAIN" PUMPS DURING BIOCIDE TREATMENT. IF NO CHILLERS ARE RUNNING, THE CMCS WILL START AND RUN ONE "MAIN" PUMP DURING BIOCIDE TREATMENT. IF NO CHILLERS ARE RUNNING, THE CMCS WILL OPEN THE CONDENSER WATER FLOW CONTROL VALVES FV -3105, FV -3205 AND FV -3305 TO 100% THE CMCS WILL OPEN THE FLOW CONTROL VALVES FOR THE NON- RUNNING CHILLERS TO 100 %. THE CMCS WILL SELECT A "BIOCIDE TREATMENT RUN TIME" FOR THE PUMP(S) WHICH IS STARTED ONLY TO SUPPORT THE BIOCIDE TREATMENT. THE FINAL VALUE OF "BIOCIDE TREATMENT RUN TIME" FOR EACH PUMP COMBINATION WILL BE DETERMINED BY BOEING. THE INITIAL RUN TIME SETTING WILL BE 2- HOURS. THE AVAILABLE PUMP COMBINATIONS ARE A. IF THE SELECTED PUMP IS CTWP-02, THE DESIGN PUMP FLOW IS 2500 GPM. B. IF THE SELECTED PUMP IS CTWP -01, DESIGN PUMP FLOW IS 4100 GPM. C. IF ALL OF THE PUMPS ARE SELECTED TO RUN, THE DESIGN PUMP FLOW IS 6600 GPM. BIOCIDE TREATMENT RUN TIME WILL BE ADJUSTABLE AT THE CMCS. THE CMCS WILL COMMAND THE BIOCIDE METERING PUMP T0, RUN FOR 20- MINUTES (ADJ) AND THEN STOP. IF ONE OR MORE CHILLERS ARE OPERATING, THE APPROPRIATE NUMBER OF COOLING TOWER WATER PUMPS WILL CONTINUE TO RUN AFTER THE BIOCIDE CIRCULATION CYCLE IS COMPLETE. THE CMCS WILL STOP ANY COOLING TOWER PUMP STARTED FOR THE BIOCIDE TREATMENT WHEN THE TREATMENT IS COMPLETE. IF A CHILLER IS SHUT DOWN DURING BIOCIDE TREATMENT, CMCS WILL COMMAND THE OPERATING COOLING TOWER PUMP TO REMAIN RUNNING UNTIL THE END OF THE BIOCIDE TREATMENT. COOLING TOWER WATER SEQUENCE OF OPERATION BUILDING 2 -85 CITY Of TUKWILA APPROVED DEC 1 4 2001 AS AO � - -� Mn1DIUG DMV15) N CIty (O9EEA Nov 28200] � ISSUED FOR CONSTRUCTION APP OVED. DATE 11.09.01 RAM CHECKED: ENGINEER: SDF WBB', DLF CURRENT REVISION 713194 -00 SYMBOL SHEEP M313C JOB NO. 982190 -00 Harris Group Inc. REVISION "A" ONLY COMP NO: PROJECT 11039 CHECKED: CEM 11.09.01 /10" —CTWR 2- 85 —M313B \ \10 " —C1WS 2- 85 —M313B / 6x4 4x3 REVISION 10' —CTWR FUTURE 1,e1-1 I - - - -- ------ - - - - -- — - - -- - - - - -- 10 —CTWR (FUTURE) T 10" —CTWS HXH I -- \ ,n° rneic 1/2 —ID + INDIRECT DRAIN GENERAL NOTES 6x3 D 3" —CTWS 60 GPM 3" —CTWR 300# AIR COMPRESSOR INSTALLATION. J #713194 - 00 P/T PLUG (TYP.) 148 GPM TI 3" —CTWR 3" —CTWS 140 GPM 3" —CTWR AIR COOLER VISUAL FLOW INDICATOR (TYP) BY HGI /DLF TI APPROVED T AIR FROM ATM OS. ROOF DATE 11.07 SY ATMOSPHERIC PRESSURE SENSING LINE 1 — 16x4 6'—A 3x2 3x2 3x2 1/2 � D 3x2 1/2. 1 /4" REVISION 1/4" 1ST STAGE OIL COOLER SILENCER [VENDOR SUPPLY 0 Mir CONDENSATE TRAPS �J 300 PSI AIR COMPRESSOR scv II APPROVED 1 I CNI DATE 2ND STAGE j TO FLOOR DRAIN 3 ° CTWS' 110 GPM'. 3" —CTWR 1 3RD STAGE e ® 6x3 l CONTROL AIR -- INLET AIR DP COOLING WATER FLOW VERIFICATION SS- 5 /LT -6 AIR TEMPERATURE INSTRUMENTi AIR SS' 3 AC -1 CONTROL PANEL 1 /2 " —A 1/2 " —A 1/2 " —A 1/2 " —A —L 1 -1 10x4 4 "— A(300) 5.5 LB /SEC TO CMCS 1.. 9T a .‘Q AL RW � Iki /PI iePIIIFS /i /tea 1 AFTERCOOLER 1/2" MOISTURE SEPARATOR 3/4 " —IA 1 " —A 1 ACCEPTABILITY DRAWN DATE WJ BOULDS 7:13.01 THIS DESIGN AND /0R CHECKED SPECIFICATION IS APPROVED WB BRITTAIN 7.20.01 ENGINEER APPROVED BY DEPT. DATE LA JOHNSTON. 7.20.01 cHECKEo P V ; AP•RO�ED TITLE mmnme Y FLOOR DRAIN ROOF DRIP PAN ELBOW J <INSTRUMENT AIR �LANT AIR AIR COMPRESSOR CONNECTIONS BUILDING 2 -85 RECErvEO cm oFTUlcw '. �.. NOV 2 8 2001 PERMIT CENTER LEGEND 1. SEE INSTRUMENT INSTALLATION DETAILS 2- 85 —M322A THROUGH 2- 85 —M322D CONNECTION FOR REQUIRED INSTRUMENT CONNECTION SIZES. 2. SEQUENCE OF OPERATION GENERAL THE AIR COMPRESSORS ARE COOLED USING THE COOLING TOWER WATER SYSTEM.' THE AIR COMPRESSORS TO BE COOLED ARE — AC-01 AC -02 (FUTURE) AC -03', (FUTURE) AIR COMPRESSOR (AC -01) SEE SEQUENCE OF OPERATION IN MODIFIED AIR COMPRESSOR CONTROL PACKAGE BY M. MCCORMACK 11/07/01. CMCS THE CMCS SYSTEM PROVIDES MONITORING, CONTROL AND. PROOF OF THE COOLING TOWER WATER SERVING THE AC-01 SYSTEM AND FUTURE AC -02 AND AC -03 SYSTEMS. STARTUP: WHEN THE CMCS DETECTS SWITCH SS -5 CLOSURE AT THE AC CONTROL PANEL IT WILL OPEN VALVE FCV -5101 AND INITIATE COOLING TOWER WATER STARTUP SEQUENCE (SEE 2 85- M313C). ONCE THE COOLING TOWER WATER SYSTEM FLOW IS PROOFED AT FE -2502 AND THE SUPPLY WATER TEMPERATURE IS AT SETPOINT THE CMCS WILL ILLUMINATE LT -6 AT THE AC CONTROL PANEL. SHUTDOWN: WHEN THE CMCS DETECTS SWITCH SS -5 OPEN AT THE AC CONTROL PANEL IT WILL CONTINUE TO SUPPLY COOLING TOWER WATER UNTIL THE RETURN WATER TEMPERATURE AS SENSED AT TE -5121 IS WITHIN 2F OF THE COOLING TOWER WATER SUPPLY TEMPERATURE AS SENSED AT TE -2500 FOR 10 MINUTES. AFTER THIS CONDITION IS MET, THE CMCS WILL CLOSE VALVE FCV-5101 AND TURN OFF LT -6 AT THE AC CONTROL PANEL REFERENCE DRAWINGS 1. CENTAC CMC TECHNICAL REFERENCE MANUAL 2. IR DRAWING 42524645 (ELECTRICAL SCHEMATIC) AS MODIFIED BY M. MCCORMICK 11/7/2001 3. IR DRAWING 42524660 (P &I DIAGRAM, AIR AND WATER SYSTEMS) AS MODIFIED BY M. MCCORMICK 11/7/2001 IR DRAWING 80020332 (PANEL OUTLINE) AS MODIFIED BY M. MCCORMICK 11/7/2001 5. FACILITIES DRAWING 2- 85 -M313C CONSTRUCTION NOTES TAB CONTRACTOR SHALL DETERMINE DIFFERENTIAL PRESSURE SETPOINT MODIFICATION REQUIRED FOR BYPASS VALVE PDV -2506 OPERATION TO PROVIDE DESIGN COOLING TOWER WATER FLOW TO AC -01 IN ADDITION TO ALL OTHER LOADS (SEE DWGS 2- 85 —M313A AND 2- 85— M313C). - PROVIDED BY AIR COMPRESSOR MANUFACTURER. INSTALLED BY CONTRACTOR PER MANUFACTURERS RECOMMENDATIONS. CONTROL AIR LINE. PROVIDE AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS. FLOW CONTROL VALVE, WIRING, AND CONDUIT BY CONTROLS CONTRACTOR. ® SENSOR, CONTROL WIRING, AND CONDUIT BY CONTROLS CONTRACTOR. CONTROL WIRING AND CONDUIT BY CONTROLS CONTRACTOR. COORDINATE TERMINATION AT AIR COMPRESSOR PANEL WITH MANUFACTURER. ISSUED FOR CONSTRUCTION SHEET JOB N0: M314 713194 -00 COMP N0: 11.09.01 TAG. NO. MANUFACTURER MODEL NAME/NUMBER PI -2600 ASHCROFT 45- 1279- SS -04L- XPDNH -0/160 w/1098NS PI -2601 ASHCROFT 45- 1279- SS -04L -XPDNH -0/160 SYM A 3 "A PLANT AIR DISIRIBUFIO 2- YD -M3A H q /12 "- A(300) TO 12 "A(300) UTILIDOR 2 -YD -M3B L =A 300) 6 "A(300) FROM 2 -64 FROM UTILIDOR 8.4 LB /SEC (0 FUTURE) 2 -YD -M3B / 6"-A300 6 "- A(300) FROM AC -01 5.5 LB /SEC 2- 85 -M314A 6 A300 FROM 6 " A(300) (FUTURE), /AC 02 (FUTURE 5.5 LB/SEC 2- 85 -M314A 6 -A300 FROM _ 6'= A(300) (FUTURE) T - - - -- /AC -02 (FU URE - - - -- -- - - -- - - -- — - 2- 85 -M314A 5.5 LB /SEC >STEAM (125PSIE 3" -MPS 2- 85 -M318A > STEAM (125P SI 1 " -MPS 2- 85 -M318A CONDENSAT l 1" PC 2- 85 -M318A 2- 85 -M313B \CTWS 2- 85 -M313B RECORD DRAWING 2 /2 -CTWS REVISION 300# AIR COMPRESSOR INSTALLATION ET 1x1/2 RECORD DRAWING J1962190 -00 J082191 -00 J11713194 -00 UTILIDOR I CUB WALL E CTWR < 2 1 /2 " -CTWR 95 GPM 95 GPM BY HGI /RB HGI /SDF HGI /DLF APPROVED DATE 2.5.01 8.31.01 11.09.01 3x1 1/2 _1><L SYM 2 1/2x2 2 1/2x2 REVISION - 0 60s a \ 1 /2 "MP MOTIVE STM I 'li T - \ -1 3/4" TYIET 11 3 GPM m il LA- APPROVED AUTO AIR VENT DATE u S I I 4 "- A(300)' 4 "- A(300) 2 1 V r COALESCING PREFILTER ALVS TRANSDUCER V ♦ 11-EF I r - PURIFIER L101 E 4 AI 4" A' SAN BLOWER 4 " -A(300 Lk 1F DRYER V.T.R 6 "- A(300) � -r 16.5 LB /SEC -1 - 11 8" ® ° 3 ALVS TRANSDUCER 1/2 "- A(300) 2" BACK- UP AIR FROM PLANT AIR 2 I 41 40 39 FILTER /REGULATOR, TYP. // )t // // 1/ /1 , PIC I� �1f I � Ir PARTICULATE TER ��y P3 6NcY ACCEPTA6ILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE POSITION ER CONTROL CABINET, MTD. ON VALVE DRAWN MD HOLT cHeZED S. FRANKLIN ENGINEER L. JOHNSTON CHECKED R. BERRY APPROVED. R. BERRY APPROVED L COSTELLO T � 1" ELECTRICAL ROOM ACCUMULATOR DAIS 9.10.98', 5.21.99 5.21.99 5.21.99 1 —1 AIR COMP 1" ____ -4 ELECTRICAL HEAT TRACE I H—D WORK ROOM ET 1 "A 1-- -1 WEST PUMP ROOM 101- -1 1 1 q5, EAST PUMP ROOM V.T.R. 3/4" „ 3/4” 3/4" 3 /4300/100 SUBTITLE WEST PUMP ROOM DRY FIRE PROTECTION SYSTEM. CENTER PUMP ROOM 2x3/4 TYP CUB IA USER ACCUMULATOR Ltak TYP BTWT EQUIPMENT IA USER' 5.21.99 5.21.99 ACCUMULATOR MECHANICAL MASTER COMPRESSED AIR DRYER FLOW DIAGRAM LEGEND FUTURE ALVS TRANSDUCER GENERAL NOTES L NOT USED INCLUDED WITH AIR DRYER. NOT USED TO PHASE 2 UTILIDOR PIPING SERVING BUILDINGS 2 -81, 2 -83, 2 -84, 2 -88 AND BRAT. 52Y TO 6" 300PSI AIR LINE FROM 2 -64 BUILDING (INSIDE 2 -68 BUILDING). © SEE INSTRUMENT INSTALLATION DETAILS 2- 85 -M322A THROUGH 2- 85 -M322D CONNECTION FOR REQUIRED INSTRUMENT CONNECTION SIZES. • BACKUP FOR INSTRUMENT AIR SYSTEM WHEN 300 PSI AIR IS DOWN. IA -DQ r 8 > 2" INSTRUMENT AIR SUPPLY HEADER TO SERVE BTWT EQUIPMENT. SEE DWG. 2- 85 -M2C FOR VALVE SCHEDULE. P.O.C. 9. 1=> INSTRUMENT AIR FOR BTWF SAND FILTER. SEE DRAWING 2- YD -M582 REFERENCE DRAWINGS CONSTRUCTION NOTES D' POINT OF CONNECTION AT EXISTING BLIND FLANGED 8" VALVE. PLANT 2 CITY OF TUKWILA APPROVED DEC 14 2601 AS TYU i tU ISIRLOPP:G D ISSUED FOR CONSTRUCTION SHEET M315A JOB No. 982191-00 REVISIONS BY Harris Group Inc. REVISION "6 ONLY DATE PROJECT 11.09:01 11039 D11AWN:. CHECKED: ENG NEER: CHECKED: WJB °;WBB DLF CEM CURRENT REVISION SYMBOL DATE 713194 -00 B 11.09.01 DWG N0: 2- 85 -M315A COMP NO. 1/4" - 4-1 2" 1/4" INSTRUMENT - - --, 1/4" PLATE CAP I TO TRANSMITTER SEE L I® DETAIL le 6 H 1/4" PLATE CAP INSTRUMENT CH ANCHORS I 1/2" BOLTS & 1 , 2„ SCH. 40 1/2" C.S. PLATE 1- - / C.S. PIPE 1 4 � _a - _ c „ S PG E40 A 1/2,. C.S. PLATE (SEE NOTE) h TT -0602 COOLING TOWER SUPPLY HEADER TEMPERATURE ° \ _a' _ , _ NOTES 8" HOLES 1/8” FOR POP RIVETS (TYPICAL) INSTRUMENTS SHALL BE IDENTIFIED WITH ENGRAVED LINE IS 3/8" HIGH. ALL OTHER LINES OF LETTERING WITH 1 /8" SPACING BETWEEN LINES. LOCATED WITHIN 8" OF THE INSTRUMENT. MADE OF LAMINATED LAMACOID WITH WHITE FACE AND PLY. ENGRAVING SHALL PENETRATE WHITE FACE PLY LETTERING. SHARP EDGES SHALL BE REMOVED WITH ENGRAVED WITH INSTRUMENT TAG NUMBER AS SHOWN AND ANY ADDITIONAL INFO REQUIRED IN ACCORDANCE PROVIDE LISTING OF TAG NUMBER'S WITH TO FABRICATION OF TAGS FOR APPROVAL ( 1/4' 6, r �O FLOOR Ad dirik GROUT / /// / / /// NUTS 1 /2 ' CINCH ANCHORS 9 „ 4- 5�8„ HOL S HMI CONCRETE WALL (SEE NOTE) FLOOR 1. ALL FIELD MOUNTED LAMACOID TAGS. 2. LETTERING ON FIRST ARE 1/8" HIGH 3. TAGS SHALL BE 4. TAGS SHALL BE BLACK CENTER PRODUCING BLACK A SLIGHT CHAMFER. 5. TAGS SHALL BE ON THE P &ID'S WITH BOEING STANDARDS. DESCRIPTION PRIOR, DETAIL FLOW I • /��������/ 4-58" 9" HOL S &BOLTS. — _ ° O ° ° FE VIEW A -A NOTE: g "j o TAG: N0. O o ° � FE-0500 1. WHEN MOUNTING ON STEEL, WELD 2" PIPE DIRECTLY TO BEAM OR COLUMN. MOUNTING PLATE AND ANCHOR BOLTS WILL NOT BE REQUIRED. 2. PAINT TO BOEING SPEC. DETAIL DETAIL, NOTE: 1: WHEN MOUNTING ON STEEL, BEAM OR COLUMN. MOUNTING WILL NOT BE REQUIRED.;' 2. PAINT TO BOEING SPEC.; DETAIL VIEW A -A WELD 2" PIPE. DIRECTLY TO PLATE AND ANCHOR BOLTS SCALE NTS SCALE NTS - SCALE: NTS SCALE NTS NAME PLATE FLOOR MOUNT INSTRUMENT SUPPORT WALL MOUNT INSTRUMENT SUPPORT V -CONE FLOW ELEMENT 0 lal 0 11111 • TO TRANSMITTER SEE DETAIL 6 VALVE MANIFOLD FURNISHED WITH ANNUBAR FE ilr TO CMCS l eiy4 I.. ZZ/ ITEM QTY. SIZE DESCRIPTION ® TO CMCS O ` MN 1 2 1/2' T x 1/2' NPT MALE :CONNECTOR, 316SS ®` 2 AR 1/2" O-D. 316SS TUBING ASTM A269 BK TO CMCS TAG. NO. TO CMCS TAG. N0. LSH -2001 SIGNAL I AND SHUTDOWN LSL-2001 LSHH 2001 LSLL- 2001 (2) 5/8" FIILTI KWIK BOLT II EXPANSION ANCHORS Gp O/C W/ EMBEDMENT 7" 4" L6x4x1/2x9" LONG � ° O � Z/l t 9 -9 a TAG. N0. O SEE DETAILS 4 AND 6 0 ® ®. EL.106' 0" ' a MOM FT 0500 ■ to CO �� N r I I Inii Q I PIPE FT 0600 �� I uIIo a s 1/4 86 I 4-1 2" VENT ANGLE � DRLL 4 1 HOLES AT 90 FT 0700 FT -2502 ® ® H _ © VALVE MANIFOLD FURNISHED WITH TRANSMITTER NOTE: 1. MOUNT TRANSMITTER ABOVE FLOW ELEMENT FOR GAS AND WATER VAPORS 2. MOUNT TRANSMITTER BELOW FLOW ELEMENT FOR LIQUID AND STEAM. * CUT BACK AND TAPE SHIELD, DO NOT GROUND. DETAIL LSHH • 1. LSH I I NORMAL OPERATING WATER LEVEL • �� PROBE TAG. NO. 1" NPT WELDOLET FURNISHED WITH ANNUBAR. (SEE NOTE) FE -0600 LSL a I STILLING WELL 1.875" 0.D. (SUPPLIED W /INSTR.) FE 0700 FE 2502 LSLL a 8 " _ U NOTE: CONTRACTOR SHALL TAKE CARE TO FOLLOW VENDOR INSTRUCTIONS REGARDING INSTALLATION OF WELDOLET AND ANNUBAR. DETAIL FOR REFERENCE ONLY FACILITY DESIGN BY HGI /DLF DATE 11 .09.01 a a a a DETAIL NI SCALE NTS SCALE NTS SCALE NTS ANNUBAR FLOW ELEMENT D/P FLOW TRA CAPACITANCE LEVEL SWITCH SYM RECORD DRAWING REVISION 41982190 - 00 BY HGI /RB APPROVED DATE 02.05.01 SYM REVISION APPROVED DATE ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED, BY DEPT. DATE DRAWN KWB CHECKED, CYT ENGINEER' AWE CHECKED GLM APPROVED AWE DA1'E 4.2.99 5.11.99 5.19.99 5.19.99 5.19.99 SUBTITLE TITLE INSTRUMENTATION INSTALLATION DETAILS BUILDING 2 -85 LEGEND GENERAL NOTES REFERENCE DRAWINGS CONSTRUCTION NOTES CURRENT REVISION SHEET JOB N CITY OF TUKWILA APPROVED DEC 14 2.001 AS i'+tricU gtJiLDii3O D 10406:06 SYMBOL M322A 982190 00' Harris Group Inc. DATE COMP N0. 02.05.01 SYM ITEM 1 2 4 TW IN ELBOW 2" PIPE MINIMUM IN VERTICAL OR HORIZONTAL 6" PIPE MINIMUM QTf DETAIL SCALE: NTS SIZE 1/2" NPT 1/2" Tx 1 /2 "NP 1/2" NPT 1/2" NPT 1/2" NPT TW BILL OF MATERIALS SIPHON COUPLING PI 1/2" NPT 1HREADED OUTLET BY PIPING �TREADOLET. MATERIAL TO BE IN ACCORDANCE WITH PIPING SPECIFICATION FOR LINE ON WHICH IT IS INSTALLED. / DETAIL SCALE: NTS REVISION RECORD DRAWING J #9B2190 -00 TREADOLET. MATERIAL TO BE IN ACCORDANCE WITH PIPING SPECIFICATION FOR LINE ON WHICH IT IS INSTALLED. NOTES: 1. FOR INSTALLATION IN PIPE SIZES BELOW MINMUM SHOWN, INCREASE PIPE TO MINIMUM LOCALLY OR INSTALL IN ELBOW OR TEE. 2. SADDLE TYPE WELDING FITTINGS ON VESSELS, SHALL MEET PIPE OR VESSEL SPECIFICATIONS. 3. PLUG TO BE INSERTED IN THREADOLET TO PREVENT DISTORTION WHEN WELDING. 4. CHECK THERMOWELL LENGTH BEFORE LOCATING. 5. INSTALL GAGES OR TRANSMITTERS AS REQUIRED. DESCRIPTION SQ. HEAD PIPE PLUG HEX VALVE HG461U3131212 HEX BLEED VALVE HB24 THERMOWELL MOUNTING HGI /RB TAG. NO. PI -2010 PI -2013 PI -4010 PRESSURE GAGE WITH SIPHON APPROVED TAG. NO. 1W-0100 TW -0108 TW -0200 1W -0208 TW -0300 TW -0308 TW -0603 TW -0605 TW -0703 TW -0705 TW -2501 TW -2504 TW -3100 TW -3104 TW -3200 1W -3204 TW -3300 TW -3304 DAZE 02.05.01 SYM ITEM 1 2 3 RTD EXTENSION WIRE TO REMOTE TRANSMITTER WIRE AND CONDUIT BY CONTRACTOR QTY 1 1 SIZE 1/2" NPT 1/2" Tx 1/2 "NPT 1/2" NPT 1/2" NPT 1/2" NPT DETAIL SCALE: NTS i REVISION PI 1/2" NPT THREADED OUTLET BY PIPING DETAIL SCALE: NTS BY OWNER BILL OF MATERIALS DESCRIPTION SQ. HEAD PIPE PLUG HEX VALVE HG461U3131212 HEX BLEED VALVE HB24 SNUBBER COUPLING TE TAG. NO. TE /TW -0602 TE /TW -0604 TE /TW -0702 TE /TW -0704 TE /TW -2500 TE /TW -2503 BY THERMOWELL (TW) 1" x 3/4" NPT, 316SS HEXHEAD REDUCING BUSHING BY CONTRACTOR. 10 TEMPERATURE ELEMENT TAG. NO. PI -2101 PI -2201 PI -2401 PI -2501 PRESSURE GAGE WITH SNUBBER APPROVED TO TEMP TRANSMITTER DATE TEMP. ELEMENT WITH INTEGRAL TRANSMITTER BILL OF MATERIALS ITEM 3 01Y DETAIL SCALE: NTS SIZE /2" NPT 1/2" NPT 1/2" NPT 1/2" NPT THREADED OUTLET BY PIPING PI 1 DETAIL SCALE: NTS SQ. HEAD PIPE PLUG DESCRIPTION HEX VALVE HG46103131212 HEX BLEED VALVE HB24 e PRESSURE GAGE 1 1 TAG. NO. TE /TW /TT -0104 TE /TW /TT -0204 TE /TW /TT -4001 TE /TW /TT -4002 TO CMCS THERMOWELL (TW) 1" x 3/4" NPT, 316SS HEXHEAD REDUCING BUSHING BY CONTRACTOR. TAG. NO. PI -0102 PI -0109 PI -0202 PI -0209 PI -0302 PI -0309 PI -0607 PI-0610A PI -0610B PI -1900 PI -1902 PI -1910 PI -1912 PI -3101 PI -3103 PI -3201 _ PI -3203 PI -3301 PI -3303 PI -4005 ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DETAIL SCALE: NTS BY OWNER TE e BK MERNIF TAG. NO. TE /TW /TT -2002 12 THERMOWELL (TW) TO CMCS NOTE: SEE INSTALLATION DETAIL #4 ON MECHANICAL DWG M584 TEMP. ELEMENT WITH INTEGRAL TRANSMITTER DRAWN K.W. BELL CHECKED CVT LI4m ER A. EMMANUEL CHECKED GLM APPROVED A. EMMANUEL -Z FOR REFERENCE ONLY FACILITY DESIGN BY HGI /DLF DATE 11.09.01 DATE 03.30.99 5.19.99 5.19.99 5.19.99 5.19.99 SUBTITLE INSTRUMENT INSTALLATION DETAILS TILE BUILDING 2 -85 LEGEND GENERAL NOTES REFERENCE DRAWINGS 1> MOUNT IN ELBOW. CONSTRUCTION NOTES CURRENT REVISION 1113 Of TUE0IL APPOOVED DEC 1M c?1 FU 1iiLD 8-U°LONG DIVISION CIry OFETUa, NOV 2 8 2007 SYMBOL SHEET M322B JOB NO 982190 -00 Harris Group Inc. 10406 06 DATE COMP NO 02.05.01 BILL OF MATERIALS IT QTY. SIZE BILL OF MATERIALS DESCRIPTION ITEM QTY. SIZE BILL OF MATERIALS DESCRIPTION ITEM QTY. SIZE BILL OF MATERIALS DESCRIPTION ITEM QTY. SIZE DESCRIPTION 1 1 3/8" Tx1/2" NPT MALE CONNECTOR, 316 SS 1 1 3/8" Tx1 /2" NPT MALE CONNECTOR, 316 SS 1 1 AR 1 1 3/8" Tx1 /2" NPT 3/8" OD 3/8" Tx1 /4" NPT 3/8" T MALE CONNECTOR, 316 SS • TUBING, 316 SS, .035 WALL, WELDED & DRAWN ASTM A -269 MALE CONNECTOR, 316 SS TUBE TO TUBE BALL VALVE, 316 SS 1 2 3 4 1 AR 1 1 3/8" Txl /2" NPT 3/8" OD 3/8" Tx1 /4" NPT 3/8" T MALE CONNECTOR, 316 SS TUBING, 316 SS, .035 WALL, WELDED & DRAWN ASTM A -269 MALE CONNECTOR, 316 SS TUBE TO TUBE BALL VALVE, 316 SS 2 AR 3/8" OD TUBING, 316 SS, .035 WALL, WELDED & DRAWN ASTM A -269 2 AR 3/8" OD TUBING, 316 SS, .035 WALL, WELDED & DRAWN ASTM A -269 MALE CONNECTOR, 316 SS TUBE TO TUBE BALL VALVE 316 SS 2 3 4 3 1 3/8" Tx1/4" NPT MALE CONNECTOR, 316 SS 3 1 3/8" Tx1 /4" NPT 3/8" T 4 1 3/8" T TUBE TO TUBE BALL VALVE, 316 SS 4 1 2 1311V30 111.3d N tGO, 8 7 /— 1 1 IIG11 Nnljouio 3AI3B3 WH * TO CMCS BK TO CMCS * TO CMCS rit TO CMCS •I?1III SOLENOID VALVE FURNISHED W /VALVE it • I?1IIJ FY I P / •� O �� �i 1 111 = Ell FURNISHED W /VALVE AIR FILTER REG. h / 1/ (AIR OPEN) AIR FILTER /REG W /GAUGE FURNISHED W /VALVE ,( (%� 0 t IV 0 -7'7% , , TAG N0. � , ( n �9 © Q a © — I • i WA- 1.1 • 8 . .0 \__ f U N -2002 Q a 0.4 - y ,; © INSTRUMENT N 4001 -- © ►/ � a f! ' ,® ` ►1 © INSTRUMENT AIR HEADER 0 Q _— ,— ■ © ■ Qa y;, I ►1 © INSTRUMENT AIR HEADER S i f ' 1 �� INSTRUMENT 0 AIR HEADER _h Vy �� r ! L M J AIR FILTER /REG. FURNISHED W /VALVE POSITIONER AIR HEADER AIR FILTER/REG. FURNISHED W /VALVE C ' �_ I �� TAG N0. (v o o 0 0 0 0 0 0 TAG N0. G3,:,9 , Y?L I1'r11 do dlla NOTE: * CUT BACK AND TAPE SHIELD DO NOT GROUND. DETAIL SCREWED CONNECTION 17 TAG NO. AV -2402 ■ v 0 0 ; 0 o 0 o FV-1001 N 0104A &B LV -2001 FV 1102 N 0204A &B FV 3105 FV-1202 DETAIL 2 FV 3205 PDV 2506 o 0 o DETAIL (ia, o 0 o 0 0 DETAIL 19 SCALE: NTS - SCALE: NTS _ SCALE: NTS _ SCALE: NTS - MODULATING GLOBE CONTROL VALVE SOLENDOID CONTROLLED BUTTERFLY VALVE MODULATING BUTTERFLY CONTROL VALVE 3 —WAY MODULATING BUTTERFLY CONTROL VALVE BILL OF MATERIALS tztlew . ITEM QTY. SIZE DESCRIPTION 1 1 3/8" Tx1 /2" NPT MALE CONNECTOR, 316 SS AR 3/8" OD ' TUBING, 316 SS, .035 WALL, WELDED & DRAWN ASTM A -269 NOTE: 1. INSTALL CONTROL LINE 10 DOWNSTREAM OF VALVE. 2. REFER TO MANUFACTURE'S OPERATION AND INSTALLATION MANUAL FOR ADDITIONAL DETAILS. DIA. i III III 1 TAG NO. PCV -1901 1 1 PCV -1911 PCV -2011 PCV -2012 didid DETAIL 2T FOR REFERENCE ONLY FACILITY DESIGN BY HGI /DLF DATE 11.09.01 SCALE: NTS PRESSURE CONTROL VALVES PILOTS & REGULATORS SY RECORD DRAWING REVISION J#982190 - 00 BY HGI /RB APPROVED DAR 02.05.01 SY REVISION BY APPROVED DATE , i6__ArinoAlta® ACCEPTABI THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEP, DATE DRAWN K.W. BELL CHECKED CVT ETINEER A. EMMANUEL CHECKED GLM APPROVED A. EMMANUEL APPROVED DATE 03.30.99 5.19.99 5.19.99 5.19.99 5.19.99 SUBTITLE TITLE INSTRUMENT INSTALLATION DETAILS BUILDING 2 -85 LEGEND GENERAL NOTES REFERENCE DRAWINGS CONSTRUCTION NOTES SHEEP M322C JOB NO DWG ND_ SYMBOL 982190 -00 Harris Group inc. 10406.06 DATE 02.05.01 COMP N0. BILL OF MATERIALS BILL OF MATERIALS BILL OF MATERIALS ITEM QTY SIZE DESCRIPTION ITEM QW SIZE DESCRIPTION ITEM QTY SIZE DESCRIPTION 1 1 1/2" NPT SQ. HEAD PIPE PLUG S.S. 1 2 I /4 "Tx 1/4" NP1 FEMALE CONNECTOR 316SS 1 1 1/2" NPT SQ. HEAD PIPE PLUG (SUPPLIED WITH VALVE) 2 1 1/2" NPT HEX VALVE HG461U3131212 2 1 1/4 "x 1/4" NPT HEX VALVE HN491U1111212 2 1 1/2 "x 1/2" NPT HEX VALVE HG461U3131212 3 1 1/2" NPT HEX BLEED VALVE HB24U312 3 AR 1/4" NPT SS TUBING 3 1/2" NPT BLEED VALVE (SUPPLIED WITH VALVE) 4 1 1/2" OD SS TUBING 4 2 I /4 "Tx 1/4" NP1 MALE CONNECTOR 316SS 4 AR 3/8" OD SS TUBING 5 4 1/2" Tx 1/2" NPT MALE CONNECTOR 5 2 3 /8 "Tx 1/2" NPT MALE CONNECTOR 316SS PDT BK 6 2 3 /8 "Tx 1/4" NPT FEMALE CONNECTOR 316SS TAG. N0. * USE 1/4" NPT CONNECTION PROVIDED ON PUMP FLANGES OR ACROSS STRAINERS. PDI O • 1 �i PDS TO CMCS r, •IIIJ / `j VALVE MANIFOLD FURNISHED WITH TRANSMITTER PDI -0053 PDI -0056 PDI -0103 PDI 0106 OO.w TAG. NO NOTE: MOUNT TRANSMITTER ABOVE PRESSURE TAPS FOR GAS /VAPORS AND BELOW FOR STEAM AND LIQUIDS. PDI -0203 PDS 0055 PDS -0105 0 0 PDI -0206 © 0 PDI -0303 0 PDS -0205 0 PDI -0306 PDS -0305 PDI -0511 PDS -0582 PDI -0521 PDS -4004 PDI -0542 PDS -0608 \ • r_ 0 �. TAG. NO. PDI 0552 O 0 0 u� � i J I DETAIL ! 'p y -� - © 0 ilk v ull 1/2" NPT THREADED OUTLET i BY PIPING (T(P.. J I I I 26 , 1 ( El WO = _J 1 0 PDT -0601 PDI-0562 �I' " i I 1 2 'x1' Ch r 1/2" NPT THREADED OUTLET i' BY PIPING (TYP.) J � J I I DETAIL 1 1:1 u ■ . PDT -0701 PDI -0581 ! ! I PDT 2506 PDI -0606 2 �� 2 J 1 2 7 PDI -0609 PDI 3102 1/4" NPT y PDI-3202 THREADED OUTLET � r � i i BY PIPING (TYP. 2- I J I J I 1 1 I r PDI -3302 PDI -4001 DETAIL 25 SCALE: NTS SCALE: NTS - SCALE: NTS _ DIFFERENTAIL PRESSURE GAGE DIFFERENTAIL PRESSURE SWITCH DIFFERENTAIL PRESSURE TRANSMITTER TO CMCS M t e / ViPZ Zi 0 FS TAG. NO. FS -0101 FS -0201 ti ul FS -0301 FS -3106 FS -3206 -3306 Imo • DETAIL 29 FOR REFERENCE ONLY FACILITY DESIGN BY He I /DLF DATE 11.09.01 SCALE: NTS FLOW SWITCH SYM RECORD DRAWING RENSION J 11982190 - 00 BY HGI /RB APPROVED DATE 02.05.01 SYM REVISION BY APPROVED DATE 16.___Az ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN K.W. BELL CHECKED ENTANEER CVT AWE CHECKED GLM APPROVED AWE DATE 04.2.99 5.19.99 5.19.99 5.19.99 5.19.99 SUBTITLE INSTRUMENTATION INSTALLATION DETAILS TITLE BUILDING 2 -85 LEGEND GENERAL NOTES REFERENCE DRAWINGS CONSTRUCTION NOTES CURRENT REVISION SHEET M322D JOB NO SYMBOL 982190 -00 CITY OF TUKWILA APPROVED DEC 1 4 2001 AJ NW CU ISi tLDi1NG DTVIST3W CIry OFE7UlE . NOV 2 8 2001 PERMI TCENTER Harris Group Inc. 10406.06 DATE 02.05.01 COMP N0. 11' -6" 10'_7" 35' -0" 1 M451 M531 - -- 8 " —A300 -- 14 M451 M531 M451 M525 2 (IN VERT) 4 "x8" } COALESCING PREFILTER 14" AIR INLET UP THRU ROOF, SEE 0160 UP AND M455 DN 2 1 /2 " —CTWR FROM STM PUMP —' GRINNELL FIG 199 (TYP 2)- 8 " —A300 M451 M531 SEE SECTION FOR SUPPORT (TYP 6) M451 M531 8 " —A BYPASS UP THRU ROOF 8 " —A300 � �� A -4 i H — � r j (2 PLCS) I � I 1 „ 8 EXPA 3 H -3 H -3\ ANI(I 1 " —A IDN q EL 13' -6" Flor . H 1 SEE M455 PDT 50. 300 C � M 0 i P IL T 8 " —A300 WOW* v SEE M455 ��Y I I v 111 • 4 " —LP5 +I —) f ,. - 1rr M451 M524 10 " —CT WR 10 " —CTWS 3 " -CTWS DN SEE 8455 BALANCING VALVE IN VERTICAL 3 "— CTWS /3 " —CTWR DN SEE M455 (TYP 18' -9 1/2" 4" RELIEF VALVE DISCHARGE THRU ROOF 2 1 2" —CHWR 2 1/2" —CHWS 2 1/2" -cos CONSTRUCTION NOTES TIE INTO EXISTING 12" CTWS & CTWR IN LOCATION SHOWN. 0451) M526 REVISION RECORD DRAWING 4982190 - 304 AIR COMPRESSOR INSTALLATION Jij713194 -00 BY 001 /118 HGI /SDF APPROVED DATE 02.05.01 11.09.01 2 1 /2" —CTWS SYM 5 1' - 10" REVISION BY 16" PARTIAL PIPING PLAN SCALE: 1/4 " =1' -0" APPROVED DATE 1M60 i ,..__AtricarAtcyArAg(9 2 M451 0455 0 10 2' -10 1/2" 13' -0 1/2" FOR PARTIAL PLAN ®EL 110' -0" AND BELOW MATCHLINE FOR CONTINUATION SEE DWG 2 -85 -454 IVU. "uN�( ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. 35' - 0" DATE DRAWN MD HOLT CHECKED L. JOHNSTON ENGINEER L. JOHNSTON CHECKED R. BERRY APPROVED R. BERRY DAIS 10.16.98 5.21.99 5.21.99 5.21.99 5.21.99 SUBTITLE TITLE 2 1/2" -CHWR H -1 PARTIAL PIPING PLAN BUILDING 2 -85 O 10 1 10 1 CITY OF TLKWILA APPROVED DEC 1 4 2001 Nu,cD 8U "iL51A10 RECENED cmoETUKwn,A NOV 2 8 2001 PERMR CENTER LEGEND / s -t 5 SUPPORT 5 PER DETAIL M451 M530 5 / 0 -2 5 SUPPORT PER DETAIL M451 M530 S - SUPPORT PER DETAIL M451 M530 - G -1 GUIDE PER `F DETAIL M451 M530 - G GUIDE PER DETAIL M451 M530 — G - GUIDE PER ( t? } DETAIL M4511 M530 - G -4 GUIDE PER DETAIL M451 M531 H - HANGER PER DETAIL M451 M532 H - I HANGER PER DETAIL M4511 M532 / H - HANGER PER DETAIL M451 M532 2 , A - ANCHOR 7 PER DETAIL M451 M530 A - ANCHOR ( I PER DETAIL M4511 M530 GENERAL NOTES 1[> NUMBER SHOWN DENOTES EXISTING VALVE NUMBER. (TYPICAL) APP SHEET M451 JOB N0. KEY PLAN SCALE MS 982190 -00 ISSUED FOR CONSTRUCTION REVISIONS BY Harris Group Inc. REVISION "A" ONLY DATE PROJECT d' 11.09.01 11039 DRAWN: CHECKED: ENG NEER: CHECKED: SDF WBB DLF CEM CURRENT REVISION SYMBOL DATE 713194 -00 A 11.09.01 COMP N0. SYM A LANT AIR K -UP) 2' -0" M455 M524 100# INSTRUMENT AIR DISTRIBUTION FOR CENTRAL UTILITY BLDG. DO N'OT INSTALL IN FRONT OF BLDG. LOU\ER. 10 " -CHWR- �1� 1111,40719P " ro NO lt , 41 041:••■ =0 . 9 116,iipi 151 ommilm '� 8 -C I_ � M455 M531 M455 M53J BACK OF INSULA ION M455 M523 M533 M455 M530 8" UP THRU ROOF M45` 8 "- A(BYPASS) 5' -2" (HELD VERIFY) 11" FLEX CONN. r (TYP) \ DRAIN (1YP \ 5 PLCS) 3" -CTWS I 3" -CTWR 3 " -CWR ,p 3/4 " - IA AIR COMPRESSOR] INSTRUMENTATION SILENCER AIR COMPRESSOR .-3x2 1/2 GROOVED 150 8 " -A300 M451 M525 W16x31 ABOV 4 ' 53 (TYP 4) 1 "A UP FOR® CONT SEE M451 AFTERCOOLER 1/2" CONDENSATE TRAP DISCHARGE (TYP 4) 14" UP THRU ROOF 1 "A TO TRAPS ON COMPRESSOR FOR CONT UP SEE M451 —1x2 PRESSURE RELIEF VALVE 1/2 " -A UP FOR CONY SEE M451 3" -CTWS UP FOR CONT SEE M451 3" -CTWR 10x)) �� U _ 4 =.0300 � �� �,� - _ 3" -CTWR -- :: t , - 3" - CTWS \-FOR CONT SEE 14451 r c� (I'') 6' -4 1/4" 3' -1 1/4" 18 1/2 ". M455 L BACK O I INSUL / �F H0 M455 (4 "- RELIEF VENT THRU ROOF) REVISION RECORD DRAWING J 11982190 -00 300# AIR COMPRESSOR INSTALLATION C-10" ) 14" 13" M455 M531 4713194 -00 BY 001 /00 HGI /SDF 16' -2 1/2" APPROVED DATE 02.05.01 11.09.01 SYM REV15100 446" 1 13' - 0" BY 18' - 9 1/2" APPROVED 15 DATE H -2 p ararzczAte S -8 FOR ROUTING OF AIR LINES SEE DWG 1M110. PARTIAL PIPING PLAN LOWER LEVEL @ EL 112' -0" SCALE: 3� l 0 . *n Ile V A "Ge�Y ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE 35 - 0" DRAWN MD HOLT CHECKED L. JOHNSTON MINEE5 L. JOHNSTON. CHECKED R. BERRY APPROVED TE N M451 14455 ft2N DATE 02.23.99 5.21.99 5.21.99 5.21.99 SUBTITLE TITLE PIPING PARTIAL PLAN BUILDING 2 -85 0110 Of TOT. APPROVED DEC 14 0. 010 0 iE O F TU KWILq N O 2 g 200i RMITCEN R LEGEND 1 / 0 -2 1 HANGER PER DETAIL M455 M532 1 s -5 1 SUPPORT I T PER DETAIL M455 M531 GENERAL NOTES 1/4" FPT BRONZE FLOW SIGHT WITH ROTARY INDICATOR MCMASTER -CARR PART NO 4200K41. FOR PIPING ABOVE 112' -0" SEE DWG 2- 85 -M451. REFERENCE DRAWINGS CONSTRUCTION NOTES INSTALL NEW BOEING FURNISHED COMPRESSOR, AFTERCOOLER AND SILENCER. PROVIDE AND INSTALL ALL ASSOCIATED PIPING AS SHOWN AND CONNECT TO EXISTING 8" VALVE. AIR SIDE FLEX CONNECTORS PROVIDED WITH AIR COMPRESSOR AND INSTALLED BY CONTRACTOR. FLANGE PROVIDED WITH AFTERCOOLER. FIELD WELD 10 "0 PIPE TO FLANGE PER MANUFACTURERS RECOMMENDATIONS. ® INSTALL VENDOR SUPPLIED CONDENSATE TRAP PER MANUFACTURERS RECOMMENDATIONS. FIELD ROUTE A NEW DRAIN LINE FROM TRAP TO EXISTING FLOOR DRAIN LEAVING A 1" AIR GAP AT FLOOR DRAIN. CONNECT 1/2" AIR LINE TO TRAP. FIELD ROUTE A NEW 1 AIR LINE TO CONNECT TO NEW VENDOR SUPPLIED AND MOUNTED CONDENSATE TRAPS. © FIELD ROUTE A NEW DRAIN LINE FROM TRAP TO EXISTING FLOOR DRAIN LEAVING A 1" AIR GAP AT FLOOR DRAIN (TYP 4 PLCS). PROVIDE AND INSTALL AVISUAL FLOW INDICATOR ON VENDOR SUPPLIED SHUTOFF VALVE. FIELD ROUTE 1/4" TUBING AND CONNECT TO COOLING WATER RETURN LINE. ® CONNECT NEW 3/4" INSTRUMENT AIRLINE TO EXISTING 2 ". FIELD ROUTE TO TIE INTO COMPRESSOR CONTROL VALVES. APP ISSUED FOR CONSTRUCTION SHEET �oVED DATE PROJECT C / 11.09.01 11039.00 AWN: CHECKED: ENGINEER: CHECKED: SDF WBB DLF CEM CURRENT REVISION 713194 -00 JOB N0. M455 Harris Group Inc. REVISION "A" ONLY SYMBOL DATE A 11.09.01 COMP NO. REVISION RECORD DRAWING 4982190 -00 A 30011 AIR COMPRESSOR INSTALLATION 4713194 -00 BY APPROVED HGI /RB HGI /SDF M455, M525 02.05.01 11.9.01 REVISION 4" -LPS APPROVED 16 " -CHWR 16 "- CHWS -I 2 1/2" -CTWS SECTION SCALE: 3/8 " =1' -0" 6 " -A300 12" -CTWS 12 " -CTWR , 10 -CTWS (REF) 451) 6 "CTWS Z _ " -PC 6" -CTWR 8 " -A300 1 " -A Cg AFTERCOOLER LEGEND GENERAL NOTES 8 " -A300 FROM ACC -01 AND ACC -02. PIPING NOT SHOWN FOR CLARITY. FOR DETAIL ROUTING SEE 2- 85 -M451 AND 2- 85 -M526. NUMBER SHOWN DENOTES EXISTING VALVE NUMBER. (TYPICAL) ALL VALVES NUMBERED THUS ARE RELOCATED WITH AIR DRYER SYSTEM. DRYER INLET 1( EL 113' -5" TOP OF PLATFORM EL 111' -6" 8" A300 EL 102' _0 " TOC EL 100' -0" Ej 23 3/16 3 SECTION 8" A300 AD 01 \- 6x4x1/4" PLATE W16x31 (EXIST) PIPE 6x6x1/4" PLATE 4x3 PLATE DETAIL SCALE: 1"=1'-0" A 4_EL 105' -3" ROOF PENENETRATION PARTICULATE COALESCING AFTERFILTER PREFILTER E> EL 112' -0" EiD GRINNELL FIG 199 (TYP 2) TOS EL 109 -3 M525 TOS EL 120' -0" EL 118' -6" CE EL 103' -10" SECTION SCALE: 3/8 " =1' -0" 6 " -A300 — 8 " -A300 EL 108'-0" 4" -LPS STEAM PRESSURE REDUCING - STATION SEE DWG 2- 85 -M524 FOR DETAIL. ROOF PENETRATION 8" 90' ELL M525 A502 B M451 M525 8" 45' ELL EL 131' -9 EXPANDED METAL SEE BIRD SCREEN M525 M531 M525 G' 1- 10 " -CTWR DNALT trrTIFTI ,01 1 LPIRES (/O 3 3/4 " -A 6 " -A300 BALANCING VALVE W/ METERING PORTS CL COMPRESSOR BULLGEAR COMPRESSOR OIL COOLER WATER FRAME CONNECTIONS 2 1/2"-CTWS 2 1 /3" -CTWR SECTION SCALE: 3/8 " =1' -0" VALVE _ 4x3 TEE 2" MIN DIA VALVE OUTLET 41 0 C VALVE INLET I 45' 12"0 SECTION SCALE: 3/8 " =1' -0" AIR INTAKE FILTER F.O.F. EL 131' -9" (FIELD VERIFY) ROOF PENETRATION SEE M525 3x2 1/2 TRAP DRAIN 4x2x1/2 LUG WELD TO PIPE L3x3x1/4 WELD TO W8 L3x3x1/4 WELD TO L3 PIPE SUPPORT/ GUIDE AIR OUTLET AIR BYPASS 4 " -CTWR 3" -CTWS AIR INLET 14x10 C 525 /- SEE ARCHITECTURAL DRAWINGS FOR TYPICAL ROOF PENETRATION DETAILS ROOF F.O.F. EL 122' -0" AIR COOLER WATER CONNECTIONS (4 PLCS) ,` —�� VENT PIPE INDEPENDENTLY SUPPORTED SEE DETAIL 1/4" STEEL PLATE DRIP PAN 3/4" FULL COUPLING \ ✓ v SEAL WELD \ 2" BUTTWELD ELBOW 1 1/2" SCH. 40 PIPE 1/4 "x6x6 PLATE ROLL TO MATCH 6 "A PIPE DIA REST ON 6 "A PIPE 3/4" DRAIN PIPE. FIELD ROUTE TO SEWER 3/4" PIPE FROM SAFETY VALVE DRAIN CONNECTION (PREFERRED ARRANGEMENT.) REDUCER TO SUIT VALVE CONNECTION M455 M525 TRAP DISCHARGE INTAKE FILTER SUPPORT (SEE STRUCTURAL DRAWING S546) 14 "0 SCHEDULE 10S STAINLESS PIPE M525 REMOVABLE SPOOL WELD TO ELBOW - - PIPE SUPPORT (10 "0 PIPE W/ 14 "SQx1 /2" BASEPLATE) 14 "0 FLANGE. FLANGE CONNECTION AT INTAKE FILTER REQUIRES 6 BOLTS, NUTS AND WASHERS. REFERENCE DRAWINGS CONSTRUCTION NOTES VENDOR SUPPLIED, CONTRACTOR INSTALLED. /710/022/ CITY OF TUK WILA APPROVED DEC 1 2001 53 ryJ�cD 6'MLDS4G DIVISION ISSUED FOR CONSTRUCTION V „ oN -Y ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN MD HOLT CHECKED L. JOHNSTON ENGINEER L. JOHNSTON CHECKED R. BERRY APPROVED R. BERRY APPROVED L. COSIELLO RFM3, M4 DATE 02.23.99 5.21.99 5.21.99 5.21.99 5.21.99 5.21.99 SUBTITLE PIPING SECTIONS AND DETAILS TITLE MECI IANICAL MASTER BUILDING 2 -85 PLANT 2 Harris Group Inc. REVISION "A” ONLY APPROVED DRAWN: CHECKED: WJB CURRENT REVISION 713194 -00 DWG N0. SYMBOL A SHEET., M525 JOB NO. 982190 -00 2 -85 -M525 ENGINEER: CHECKED: LAJ CEM DATE COMP Na 11.9.01 DATE 11.09.0 PROJECT 11039 SY A PRIMARY 575 PSI FROM NBF > A300 FROM 2 -64 FROM BSWT > A140 FROM 2 -64 > A DRAWING OF RECORD SVC301 OIL SEP (16.5) 16 "A300 BTWT YARD 100 SCFM (10) 8 "A140 4940 6 "A REVISION 300# AIR COMPRESSOR INSTALLATION BOV301 BV301\7 DRYER 2 "IA FILTER J #982179 J #713194 -00 V8 12" BY HJI /LAJ HGI /LAJ DRYER ►• BPV302 2 -85 80 SCFM BV302 27 f3 J STORAGE APPROVED BPV 301 BOV 302 BOOSTER 1000 PSI X 43 2 -116 (15/20) LB /SEC V5 (MOV) 41 40 39 2 -85 (CUB) N V210 SCV 302 450 Ft STORAGE BV 3030 0 0 0 DATE 1.08.01 11.09.01 [2000 Ft STORAGE SY PRV CUB 625 SCFM V226 BV304 tfJ Q 8" U/G U/G 6" V123 (23.0) 8A1000 2 -83 (1.5/1.5) LB /SEC 16 "A300 REVISION 3/4 "A300 ' U N 2 -62 233 SCFM U/G EAST UTILIDOR 0 1= cr O CD V227 6" 2 -84 (20/20) LB /SEC ,1 "A10�o- z' BLDG 2 -83 BTWT (20/20) LB /SEC 0 8 ° BLDG 2 -83 U/G EAST UTILIDOR 57000 Ft STORAGE BSWT 25 SCFM BY 2 -88 (20/20) LB /SEC BTWT (10/10) LB /SEC 8 ", 2" V228 APPROVED 2 -88 950/950 DATE BSWT (0/0) LB /SEC 2 -83 240 SCFM 12 "A300 12 "A300 V231 17 zi V44 12" B 4" PRV /BPV102 Cr = 2 -116 12 SCFM w CD CD . a� Da V232 BTWT 270 SCFM e I NO TAG BSWT (24/24) LB /SEC 3" 2 -81 (1/1) LB /SEC 2 -84 11 SCFM 1120111r0 4" 4" MOV 8A1000 V144 V143 NOTE 1 12" ►t • ■• . ►• 2 -80 INTF (5/30) 1 DI( 8" D 8 EAST UTILIDOR 2 -80 LSAF (26/36) LB /SEC 12" D 1 2 -88 (0 /0) LB /SEC 2 -83 40 SCFM ACCEPTABILITY THIS DESIGN AND /0R SPECIFICATION IS APPROVED APPROVED BY SILENCER 12A1000 DEPT. DATE s° D D4 ♦ V214 V213 2 -84 (0/0) LB /SEC DRAWN JJB CHECKED HEW ENGINEER SHS CHECKED APPROVED RB APPROVED KFI I I TO HEATER f DATE 11.17.98 11.17.98 11.13.98 2.8.99 2.8.99 TITLE 2 -116 (2/2) LB /SEC 2 -80 CTR 87 SCFM SUBTITLE 8x10 10" 2 -81 227 SCFM SDL (FUTURE) 1 117 SCFM 1 V221 V222 V223 2" 2 1 /2" V225 : V224 1 2 -63 1 1 2 -65 1 (FUTURE) I (FUTURE) 1 233 SCFM 1 r 233 SCFM r 4-22 BLOCK FLOW DIAGRAM COMPRESSED AIR SYSTEM PLANT 2 YARD TO NBF A1000 > LEGEND (XX /XX) DEMAND & PEAK FLOWS IN POUNDS PER SEC. FROM CONSOLATION STUDY 300# AIR COMPRESSOR NBF /PLT 11 FEB_ 13, 1995 XX EST. DEMAND SCFM GENERAL NOTES REFERENCE DRAWINGS CONSTRUCTION NOTES ISSUE FOR CONSTRUCTION APPROVED DATE PROJECT 11.09.01 11039 RAWN: CHECKED: ENGINEER: CHECKED: SDF WBB DLF CEO CURRENT. REVISION 713194 -00 SHEET JOB N0. DWG NO. M3 982179 CIT1 OE TUKWILA APPROVED DEC 1 4 2.001 NO,c0 WJSLOI9.G DruK11), Harris Group Inc. REVISION 'Q "' ONLY SYMBOL DATE 11.09.01 COMP NO.