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Home My WebLink AboutPermit M99-0229 - BOEING #9-140M99 -0229 9725 E. Marginal Way So. Boeing #9 -140 City of Tukwila Permit No: M99 -0229 Type: B -MECH Category: NRES MECHANICAL PERMIT Address: 9725 EAST MARGINAL WY S Location: Parcel #: 000340 -0018 Contractor License No: BOEINC*294ML TENANT BOEING #9 -140 9725 EAST MARGINAL WY 5, TUKWILA WA 98188 OWNER BOEING PO BOX 3707 - M/S 1F -09, SEATTLE WA 98124 CONTACT GARY TALLER PO BOX 3707 MS 46 -86, SEATTLE WA 98124 CONTRACTOR BOEING COMPANY PO BOX 3707, M/S IF -09, SEATTLE, WA 98124 Phone: (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Status: ISSUED Issued: 11/30/1999 Expires: 05 /28/2000 Phone: 206 -544 -2975 ************ Ar***** ** * ** * * * * * * * * * * * ** * * * * * * * ** ** *• kit *** * * * * ** * * * ** * ** * * ** *k ** Permit Description: MAINTENANCE REPLACEMENT.OF (2) 7.5 TON PROCESS COOLERS. UMC Edition: 1997 Valuation: • 15,000.00 Total Permit Fee: 99.75 *** *** * *. * * *•k * ** * fir * * ** * k * *•k•k�t* fir ** ** * * * * * * * ** * *** *** * ** * ** *** * * ** ** Permit Centerjuthorized Signature Date I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the pe firma. -e of work. I am authorized to sign for and obtain this b; ilding Date: VI Signature:_ I 1 30 Print Name: Title: 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. Address: 9725 EAST MARGINAL WY S Suite: Tenant: BOEING #9 -140 Type: B -MECH Parcel #: 000340-0018 CITY OF TUKWILA e Permit No: Status: Applied: Issued: M99-0229 IS'SUEC1' 11/12/.1999 11/30/1999 k• k* k**• k• k****• k• k• k• k•k k**•k***** kk**• k*•k** kk* k**** k****• k*k•k*k**k*kk* **k * * *•kk* * Permit Conditions: 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, Mechanical Code (1997 . Edition), and Washington State Energy Code (1997 Edition). 4. V a l i d i t y 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. 5. Manufacturers installation instructions required on site for the building inspectors review. Project Name/Tenant: toe- � h 4; r c . 4 + -- M i s s i I ds d e; . Value of Mechanical Equipment: /67006 Site Address : 725 r . ,wet, rG 5 it y State/Zip: S l /(4o Tax Parcel Number: ©b O2 ya - ©0 rg Property Owner: j3 Phone: ( ) Street Address: ©, f ax -37 l�l 46 City State/Zip: .5 e4.4 td.‘. lt1,2 Fax #: ( Contractor: - - Phone: ( Street Address: City State/Zip: Fax #: ( ) Contact Person: ,, (Pet r ii // { e Phone: ( a 0 6 ) .S I/G/ eg y ._ S treet Address: / �. 3707 1 � bts 1 4644 s�il�c,l� City State/Zip: Fax #: ( ) BUILDING,:OWNER OR AUTH ZED • r. . Date: 02 Fax it: ( ) Signature: d e; . Print name: Phone: ( ) Address: City / State/Zip: 11/1/99 CITY Cf. TUKWILA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 r , (206) 431 -3670 /'c,Q_ K, Yt■I(24f - F1329 2- 0 0 Mechanical 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): Ket v\.'f`c eth.CZ R i - 1 - OT c)-3 71) Toy. Process ce ^/e s Current copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent: If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND 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: Li2 41 Date application expires: Application taken by: (initials) ✓ \1 Submittal Requirements Floor plan and system layout \/' Roof plan required to identify individual equipment and the location of each installation (Uniform ,Mechanical Code 504 (e)) Details and elevations (for roof mounted equipment) and proposed screening Heat Loss Calculations or Washington State Energy Code Form #H -7 . V . 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. V weighing 'Structural engineer's analysis is required for new and the replacement of existing roof equipment 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 NOTE: Water heaters and vents are included in the Uniform Mechanical Code — please include any water heaters or vents being installed or replaced. RESIDENTIAL: Two complete sets of attachments required with application submittal Submittal Requirements New Single Family Residence Heat loss calculations or Form H -6. Equipment specifications. Change -out or replacement of existing mechanical equipment I Narrative of work to be done, including modification to duct work. Narrative with specification of equipment and chimney type. If using existing chimney, provide a letter by a certified chimney sweep stating that the chimney is in safe condition. 11/2/99 uibrpinGdoc 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. ,r.vvvrimmtritviumn-ir-f-v---- wirp ilmfer.wiTc!.=1 46V •Ic*A.A.NAA**A*************A ..1.*A*AlkA***.,Y****A*4AA*A*AA;k*AN.A*AA** ITY OF TUKWILA. WA "3.9 TRANSMYI AkAAA TRANSMIT Number: T9000/96 Amount: 99.75 11/30/99 13:57. ilEoiment Method: CASH Notation: OARY TALLER Initg TLI1 Ptermit Nog M99-0229 Type,: 0-.MECH• MECHANICAL PERMIT Pitrcel No: 000340-'00L8 • Site Addrese: 9725 EAST MAROINAL WY 1 TotEil reeb: 99.25: Thiii Payment 99.75 Total ALL Pmti-ig Wiinceg • N*A**A*AitAAA*A*******A*A*A*********tk"A*A*Ak**A*****leAkA4:******** Account Code • Oet 000/345.830 PLAN CHECK - NONRET 000/322.100 MECHANICAL - NONRES , . 0 Amount 19.95 79.80 • 1u; G:)/ an jl Campbell Company I N C O A P O I A T I O rnn I.UVIVOVIUU • High voltage circuit protection for all components Advanced Microprocessor Control with Graphics Dot Matrix Display Unit Alarms Active Alarms Operating Status Alarm History Log Component Run Time Log Graphical Plots Temperature Humidity Analog Inputs Component Run History ti 9qo2 q .jur 1J t no t•ttfl $CLL 1.0 575 S. Michigan St. • Seattle, WA 98108-3316 206/763.5000 FAX 206)763.6700 Interact campbell @compbell•co.com BOEING DC JOB # 793292 -00 Campbell Company Inc., on the behalf of Liebert Corp ation, is pleased to provide engineering information on equipment as follows: • One (1) - LIEBERT "DELUXE SYSTEM/3" AIR COOLED PRECISION COOLING SYSTEM complete with the following: Indoor unit: FH114A -AGES • Vertical downflow configuration • Steam generator humidifier • Finned tubular electric reheat coils, 3 -stage • Locking through the door disconnect, accessible from front of system • 4 inch filters, 60% in accordance with ASHRAE 52 -76 • Blower package with high efficiency motor, 200% drive (2 HP) Ilumidifier Problem High / Low Temperature High / Low Humidity Loss of Air Flow Change Air Filters Local Alarms (2) High Head Pressure Low Suction Pressure Short Cycle AlarntITy OF TUKWILA Loss of Power APPROVED Main Fan Overload Smoke NOV 2 9 1999 AS I4O BUILD11 G DIVISION RECEIVED CITY OF TI u<j+w n NOV 1 2 1999 PERMIT CENTER 1pJ 10/25/99 16:03 FAX 2067636700 Campbell Company JOHN DONOVAN— CAMPBELL CO 575 S. Michigan St. • Seattle, WA 98108-3316 206/763 FAX 206/ 763 -6700 Internet cetnpbell@feampbell•co.com • Condensate pump • Smoke detector, with auxiliary contacts for remote monitoring • Remote alarm interface (1 normally open contact to close on alarm) • 12" Seismic Zone 4 floorstand • Dual Refrigeration System: • Semi- hermetic compressors (two) • TX valves, filter / drier, sight glasses, dehydrators, mufflers, high / low pressure switches • A -frame coil with intertwined refrigeration circuits • Stainless steel condensate pan • All side panels painted and finished - autophoritic powder paint • Shut down contacts • Liquitec water detectors (1) • 24 Hour Temperature and Humidity Recorder • 460/60/3 (with 2HP motor) FLA 36.5 WSA 45.0 MFCB 45 Outdoor Condenser CDF165LA • Fan speed control for low- ambient control to -20 °F • 460/60/3 FLA 4.5 WSA 5.0 OPD 15 RECEIVED CITY OF TUKWILA I�1004 )10/25/90 16:03 MX 2067636700 SYSTEM /3 17 SPECIFICATION SHEET ONOVAN-CAMPBELL CO - (v Liebert Air Cooled Systems 1050 DM P P O Sox ill CaU„f«n 0111e e j 005 C,i, common • Project Name Unbort Invoice No. Model No. ' i4- 044-- A- Quantity / Doss / E ECTRICAL SUPPLY REQUIREM # Lint Room Unit Volt, c O u Phase, , SS Hertz, Full Load Amps, Wire StLing Amps Aif Coded Conden Volt, 4.0 Phase, Z Her Full Load Amps, Wire Sizing Amps REMARKS S1.- 111700 PG 2 rmr]AAlr nrtrrr,v B C D • = IN I • f • ' A ITY i : BTL1/hr (kW) ❑with Eton -P-Coil (FENE Units only) ' ) i U • Upflow Front Return) Top Plenum "( mm) High Upflow (Rear Rerun) Top Flange 1' (25.4mm) loww (Bottom Re� Ud Wm � Front Grill Rear Grill Law : Main k Of - wdtlfC" .- 72. • .- (______ • C) 'F ( 'C) DB-, ' "F (______ Accent- OFF- 'C) W8 ' - m 7e Total Heavy Gauge Panels 1 O / - AZ %R-1 Sensible W e{ CV . "Econ-Oi-Coil Capacity Bared on 45 °F (7.2°C) E.W.T., GPM ( Ws). Jig (_kPa) ,_ Total • _ Sentsible' EVAPORATOR FAN SECTION •° Effi yBaged on ASHRAE Standard 52.1 , • ,. ' Fan Motor Horsepower (kW) .a. TfP Air Volume - CFM (Ifs) External Static Pressure - Inches c ter (Pa) Size Qu9n2ityIUni1 Depth 4 m '(102 mm) 2096" 24 "x24*(61D mm x810mm) ------ , 4" (102 mm) 3096 "" 20' x25" (508 mm x 835 mm) 1'4 4" (102 mm) 60. " 18" x 24" (457 mm x 810 mm) 18 "x20"(406mm x508mm) 4 "(102 mm) 80- 85 %"(VH) 1 4" (102 mm) 90 - 95% ^ (VH) Extra Sets 1 e" (153 mm) 60.65%" No Supplied Meru 2"( 51rnm)2096 HUMIDIFIER SECTION ' wit Infrared h Autoflush Capacity - Itts/hr (kg/hr) kW Steam Capacity - Ib ihr (kg/hr) Steam Slippy -psis (kPa) ►_l Steam Generator I Ih Capacity - Ir (kg/hr) / kW M : ,7Eik.r No Humidifier Supplied idi Capacity - IbsThr (kg/hr) kW _ REHEATSECTION tdrsirs t (r Fan Motor l; Electric - 3 stage Capacity - UTUllrr (kW) $ Capacity - BTU/hr (kW) Flow Rate - GPM (Ye) t t..%) Hot Water - Based on 150'F (82.2•C) E.W.T. Pressure Drop - psis (kPa) Steam Capacity - BTU/ht (kW) T Steam Supplied - 'F ('C) No Reheat Supplied III R COOLED CONDENSER SECTION Air Cooled Condenser Part Number - Direct Drive C-1) > ✓ • 16, ' L Design Ambient -'F ('C) �'x ° j! Lee -Temp Control (115V) Les- Temp Control (208230V) • Condenser Disconnect twitch 300 Watt Heater Pads Control Fan Speed Cool Haat Reclaim Module: No Condenser and No Condenser Controls (oneicircuit) :ONTROI. SECTION '1 Terminals Located on Wire Raceway. All Alarms Require N.O. Contacts. Standard Microprocessor No. Local Alarms (1 only for Std.: 4 mac, for Advarrecl & Graphics) Terminals # Advanced Microprocessor q- N CI Nr , , , , , , , , 1 1 — - — — . 0 gI, co: 24 i4 Advanced Miiaoprecessorw /Graphics , , , , , , 1 ,_ r , , , , 1 4 Step System , , , , , t , , , , , , , , , , , , , , 1 r _s Main Fan Overload ❑ Compressor Overioods 24 Volt A.C. — - • ` - EQUIPMENT III Nonlocking Disconnect Switch 1V Flaorstand [] umw T ins Vanes 4 yr, Extended Comp. Warranty 1 d Locking Disconnect $, it i /Z- " ( mm) High Liqui -Tecbx Panel ' i Crankcase Heaters Hot Gas Bypass C!i Quantity Liqui -Texts /Unit Fe e tat / Condensate Pump [(Single Float lizi Dual Float []One Circuit El • Bath Circuits 14 � Quantity Encased Recorders (Temp. & Humid,) /Order Smoke Detector Remota TempJHumid, Sensors ft ( mm) Cable Ground Wires • Analog Input Kit Two Unit Auto S■itchover Shutdown Terminals (2 extra sets) Sequential Auto Restart Relays (SM) • Reheat & Humidifier Lo:kout Common Alarm Contacts (2 extra sets) )10/25/90 16:03 MX 2067636700 SYSTEM /3 17 SPECIFICATION SHEET ONOVAN-CAMPBELL CO - (v Liebert Air Cooled Systems 1050 DM P P O Sox ill CaU„f«n 0111e e j 005 C,i, common • Project Name Unbort Invoice No. Model No. ' i4- 044-- A- Quantity / Doss / E ECTRICAL SUPPLY REQUIREM # Lint Room Unit Volt, c O u Phase, , SS Hertz, Full Load Amps, Wire StLing Amps Aif Coded Conden Volt, 4.0 Phase, Z Her Full Load Amps, Wire Sizing Amps REMARKS S1.- 111700 PG 2 rmr]AAlr nrtrrr,v 1U /L5 /b8 1tf:U4 IAA 'Guff /tf:ftf %UU 5L -18700 PG3 MAO UuNUv'AN- CAMPBELL CO LIEBERT AIR COOLED MODELS (0006 STANDARD FEATURES COMPRESSORS Semi - hermetic with a suction gas cooled motor, vibration isolators, thermal overiaadg11 sight glass, manual reset high pressure switch, pump down low pressure switch, suction line strainer, reversible oil pumps, and + operating at 1750 RPM @ 60 HZ and 1450 RPM 50 HZ. The tear /tag sequence of the compressors may be manually reprogrammed at the processor board. REFRIGERATION SYSTEM Dual refrigeration circuits, each including hot gas mufflers, liquid line'filter dryers, refrigerant sight glass with moisture indicator, adjustable externally equalized expansion valves, and liquid line solenoid valves. COOLING COIL A -Frame design with interwoven circuiting constructed of copper tubes and aluminum fins manufactured by Uebert Astainless steel condensate drain pan is provided. FANS Centrifugal type, double width, double inlet, dynamically balanced to a vibration tolerance: of two mils in any plane with lifetime lubricated self- aligning ball bearings rated at a minimum life of 100,000 hours. The fan motor operates at 1750 RPM for 60 HZ and 1450 RPM for 50 HZ. The drive package is two belt, variable speed, sized for 200% of the fan motor horsepower. FILTERS Deep pleated with a minimum efficiency rating of 20% (based on ASHRAE 52-76) located within the cabinet and serviceable from either end of the unit (or top on downflow models). The standard control system is microprocessor based with an internal LED numerical display to allow observation of specified setable functions. Normal operating modes of Heating, Cooling, Humidification, and Dehumidification are indicated on the LED unit mounted display panel. The control system also includes manual compressor sequencing and monitors unit operation and activates an alarm when any of the specified factory preset conditions are exceeded, CABINET AND FRAME Custom powder painted steel panels with 1 1 1/2 lbs. (.68 kg) insulation. A hinged control across panel opens to a second front panel which is a protection enclosure for all high voltage components. Frame is constructed of 14 gauge heliarc welded tubular steel and painted using an autodeposition coating system. H = n. An automatic water supply system continuously maintains water level and an automated flush system greatly reduces mineral precipitation. A flow control valve permits operation at water pressure between 5 and 150 PSIG (34.5 and 1034 kPa). REHEAT Electric low watt density reheat elements of rugged stainless steel tinned tubular construction provides three:. stages of nonionizing reheat with maximum sheath temperatures below 420 °F (215.5 °C). orrY OF T NOV 1 2 1999 PERMIT CENTER REV 2198 1.08 10/25/99 16:04 FAX 2(167630700 .IUH\ DONOVAN- CAMPBELL CO LiERERT AIR COOLED MODELS IQ 007 OPTIONAL FEATURES (Refer to specification sheet for options supplied) . •UNfT Dt$CDIMECT SWITCH Two types of switches are available. The 'Non-Locking Type' consists of a noreautomatic molded case switch operational from the outside of the unit. Accoss to the high voltage electric panel compartment can be obtained with the switch in either the don' or'ofr position. Thy- ocking Type is identical except axosb to the high voltage electric panel compartment can be obtained only with the switch in the 'oft position. ADVANCED MICROPROCESSOR CONTROL (AM) The advanced control system includes the following control, monitor and alarm features: BACKLIT 4)20 LCD, SELECTABLE CONTROL LOGIC (Proportional, PID, INTELLIGENT', PROGRAMMABLE ANALOG INPUTS, COMPONENT RUN HOUR DATA, TEMPERATURE ANTICIPATION, SELECTABLE HUMIDITY CONTROL, AUTOMATIC REHEAT SEQUENCING, SEQUENTIAL LOAD ACTIVATION, SEQUENTIAL AUTO RESTART, PROGRAMMED HUMIDIFIER WATER CYCLE, COMPRESSOR SHORT CYCLE CONTROL, SENSOR CALIBRATION, MANUAL COOLING OVERRIDE SWITCHES, PROGRAMMABLE COMMON ALARM, ALARM HISTORY LOG, PROGRAMMABLE COIL FLUSH CYCLE, UNIT AND CONTROL DIAGNOSTICS, BATTERY BACKUP. • ADVANCED MICROPROCESSOR CONTROL WI GRAPHICS AG) Includes all the features of the Advanced Microprocessor Control above, except the 4x20 LCD is replaced with a 6ac TcIit atrix graphics display. In addition, the AG includes a larger alarm history file, graphical plots of temperature, humidity, and the analog inputs, bar graph plots of component run history, and a graphical floor plan layout for an optional water detection cable system. REMOTE TEMPERATURE AND HUMIDITY SENSORS Are provided in a vented case for mounting in the room to be conditioned. Includes 30 ft. (9m) of cable supplied for connecting sensors to unit. LUQUI -TECT SENSOR Is a edict state water aonsor that has no moving parts and is herrnetically sealed to keep out dust and dirt. When the sensor detects the presence of moisture the alarm system is activated. 4 STEP SYSTEM (Available on 840 ton units only) includes cylinder unloaders on one head of each compressor. Four steps of DX cooling are obtained as follows: Step 1 - one compresssor unloaded, one compressor off, Step 2 -*both compressors unloaded. Step 3 - ono,e emprooaor unloaded, one compressor on full. Step 4 - both compressors on full. ECON-0-COIL (Available on Downflow (PH) units only) Js a .tom designed 8-revi coil of popper tubes and aluminum fins installed in the return air portion of the unit Full capacity of the coil Is obtained at 4.5°F (7.2°C) entering fluid temperature. The coil will also provide partial cooling as long as the entering fluid temperature is 3°F(1.7°C) below the room temperature and is activated at that point by the solid state comparative circuit that compares the entering fluid temperature to the return air temperature. HOT GAS BYPASS Factory piped hot gas solenoid valve and externally equalized regulating valve in one or both refrigerant circuits (Not available with 4 -Step option). O FilaRS Five optional filters are available. A 20% prefilter, and 30 % 85% 85% or 95% main filter may be specified (efficiency based on ASHRAE 52 -78). FIRESTAT le mounted in the electric panel compartment with the sensing element in the return air flow. Upon activation the Firestat will immediately shut down the entire unit O SMOKE DETECTOR Is mounted in the unit with the sensing element in the rotum air flow. Upon activation rho smoke detector will immediately shut down the entire unit and activate the alarm systum.STEAM GRID HUMIDIFICATION 'Armstrong' steam separator type with an Internal drying chamber and steam jacketed stainless steel distribution manifold. The complete system includes a prepiped solenoid control valve, inverted bucket steam trap and cleanable Y-strainer. rr CONDENSATE PUMP Has'capacity of 145 GPH (548 Vh) at 20 ft. head (58 kPa). Pump is complete with integral float switch, pump, motor assembly, and reservoir. A dual float switch is also available. 111 STATIC PRESSURE BLOWER/MOTOR PACKAGES Deliver selected airflow at static pressures above the standard 0.5 inches wg. • (i25 Pe).. HEAVY GAUGE INDUSTRIAL PANELS Are 16 ga. outside panels and heavy duty gaskets which replace the standard 20 ga. panels and gaskets. L ITE-AM GENERATING CANISTER HUMIDIFIER This system is housed in a steel enclosure and includes a replaceable canister with integral VI cup, fill and drain valves, and high water indicator. system automatically fills and drains as well as maintains the required water level based on conductivity. Water conductivity of 200-500 microhmos required for optimum operation. STEAM GRID HUMIDIFICATION 'Armstrong' steam separator type with an internal drying chamber and steam jacketed stainless steel distribution manifold. The complete system includes a prepiped solenoid control valve, inverted bucket steam trap and cleanable Y- strainer. • STEAM REHEAT System is factory piped with a two-way modulating control valve and cleanable Y-strainer. A F & T steam trap is factory supplied for field installation. Reheat cull is of copper tube and aluminum fin construction. HOT WATER REHEAT System is factory piped with a two-way modulating control valve and cleanable Y- stralner% tube and aluminum fin construction. a FLOORSTAND Is constructed of heliaro welded tubular steel and available in heights from 9' to 24' (229mm to 610mm) with vibration isolation pads provided on the adjustable logs. An optional factory supplied turning vane is available for field installation if desired. PLENUM Constructed of steel panels with 1' (25.4mrn), 1 12 lb. (.68kg) insulation custom painted in unit matching colors. Available in nominal heights of 20' (508mm), 24' (810mm) and 36' (914mm) in several standard configurations. Re coil is of copper 'The Intelligent control approximates the actions that a human operator would take to maintain precise, stable control. The control logic uses Artificial Intelligence Techniques including 'Fuzzy Logic' end 'Expert Systems' methods. RECEIVED CITY OF TUKWILA REV 1 or9e SL -18700 PG4 NOV 1 2 1999 ��9 • 1U /Za/ J 10:U0 PAA LUC /b.$ /UU .J UHN UUiNU Aiv- UAM KBE LL l:U Temperature and Humidity Recorder Provide a 7- day /24 hour temperature and humidity recorder of the full scope, two pen, surface mounted type with 100 recording charts, one red and one blue bottle of recording ink. Recorder shall have a 110 volt, single phase, 60 Hz power supply. i *4 :" ' + .; . 41008 RECE SO CITY OF TUKWILA NOV 1 2 1999 PERMIT CENTER 1U/401b0 SL•18700 PG 5 lu.u4 rnn LuVIV.JUIUU TYPICAL GENERAL ARRANGEMENT DIAGRAM AIR COOLED MODELS (Two refrigeration circuits requited - Single circuit shown only for clarity) If Traps' Every I 25FL (7.6m) Of Rise y v Fusible J, // v Plug /'� Inverted Traps' on discharge and retum lines / to extend above base of coil by a minimum of 7 112" (190mm) 1 ( I ) i/ Li R1tum Shut-" Off Valve Hot Gas Discharge tl J� ..iuno vuoutno-t,AmrDtLL LU Schrader Valve Condenser Coil Expansion Valve SINGLE REFRIGERATION CIRCUIT SHOWN FACTORY PIPING OPTIONAL PIPING Evaporato Coil Sensing Bulb = _ = = = - FIELD PIPING 'Components are not supplied by Liebert but are recommended tor pmper circuit operation' and maintenance , anal- RIOAraa9{5-9aly).. leJUU8 ; AE t / t699 PERMIT CENTER . 06 REV 10/9$ AIR COOLED MODELS DIMENSIONAL DATA Inche3Smmm S IP • ED WEIGHT Ibs A B { C I 0 E F ` G I H J 50 HZ 60 HZ FH •75A FH• 115 FH.75A FH•114A 74 0560) 170 (1778) 74 08801 70 (1778) 33 (835) f 33 (538) ( 30 0621 30 (762) 72 (1829) 72 0629) 31 (7571 31(757) 141/4 (36) N 114 (362) 54 3)4 (1391) 54 3M (1321) 33 518 (851) 33 SA (85) 1510 (685) MO 013) FH.130A F14.1254 74 (1500) 70 (1776) 33 (538) 1 50 (7673 72 (1) 31 PM 14114 (362) 54 314 0399 33 516 (854) 33 501 (554) 1850 (748) _ 1860(653) F14•1998 F14•129A 92 (2]371 08 (22351 33 (038) ) 30 (782) _ _ 90 (2286) 31(767) 14 114 (3,4 72 NI (16411) FH•2454 F11•2498 99 (15151 95 (2413) 35 (689) ( 32 (513) 97 (2464) 33 (838) 16114(413) 77 314 (1875) I 3/4 (19751 `100 314 (2599) 35 515 (935) 35 5l8 (935) 35 515 (905) 2100 (955) ??r0 (1016) 2750 (1260) F14•2904 FH•290A 99 (2515) 95 (1413) 35 (859) 32 (813) 97(2464) 33 (836) 16114 (413) 161x4 (413) FH-350A FH•38M 122 (3090) 115 (2937) 35 (689) 37 (813) 120 (34148) 1 33 (838) ,10/25/911 10:0b FAA ZU671 $ti1UU 91.1,8700 PG CABINET AND FLOOR PLANNING DIMENSIONAL DATA DOWNFLOW (FH) MODELS J Owlet Dimension PROJECTION OF C DISPLAY BEZEL D 5/8' (16 mm) /A� Re. Opening 2' (50.8mm) 72 (1829mm) SHADED AREAS INDICATE A RECOMMENDED CLEARANCE OF 34' (864mm) BE PROVIDED FOR COMPONENT ACCESS AND FILTER REMOVAL FOR RECOMMENDED MINIMUM CLEARANCE REFER TO THE INSTALLATION MANUAL 9' F (228mm) 1' (25.4mm) STANDARD PIPING & ELECTRICAL OPENING JOHN DONOVAN- CAMPBELL CU Overall Dimension B Alr Rehm OPellin0 UNIT DIMENSIONAL DATA PIPING OPENING FLOOR CUTOUT DIMENSIONS 2 (50.8mm) AIR DISCHARGE OPENING I .%.„,.' (25.4mm) ,," 18' Q °1?( (457mm) 1 � (25.4mm) TUKWILA MO 2)999 PERMIT CENTER )J 010 REV 10198 10/25/99 19:09 FAA 29671330700 _ 1UHV „UUhUVAN�CAMYFII LL_ _` 1pJ011„ CERTIFIED FAIR JOB NAME CUSTOMER & '- CUStOMflP.O. 1. JOB NO • MASON 5 0 REQUIRED DWG. NO, TAG L W iZ T _ ',eAiJowf DATA HEW ' l4 14 ” 1 ' eo Z4" A 12 " 4" 1(O" 18 20" 2 4 f3 14 Ski S1 I1%4 f3%4' 15J' RA { � �� r _ i /� ' � ��! 1 �./ � 4 ri % ' 7 " 4 i : EH--75 A , 8 W, 12d, I4) Ja7W FH4'- 11O , , 1254 , J3aW FN -I1(4 CALCULATIONS REFERENCE REC VET CITY OF KWILA NOV 1 1999 PERMIT 4ENTER 10/25(99 16:06 FAX 2067636700 • • FORM A.1710 OWN (G, I CHKD I DATE JOHN DONOVAN CAMPBELL CO II012 CERTIFIED FOR JOB NAME CUSTOMER CUSTOMER P,O, • MASON 5,0, _ REQUIRED - cVD 7 7 �.' JOB NO. DWG. NO. M TAO EEI / --I &/l!k .ter 1/ 151/V p14 -1&A • 46u'TZ . • OA, 127W _. A , E- -1. Na7E5 : : Ara TCiHT. RECEIVED CITY OF TUKWILA NOV 1 2 1999 PERMIT CENTER DWG NO.MW - I Z4/... I i , 10/25(99 16:06 FAX 2067630700 • Etd,.-71.5A 11Qki S Z 30' , �1 _rPi • DWN )CHKO FORM A•1714 JOHN DONOVAN - CAMPBELL CO 0 ALL tY Od SIDE VL.ekti (DATE ... R DJ1.5114Ra T u) O'AM�ltl fr� I r - yr" J I kWl Zr�inv/i u WO W Ti/K. NE0P.AEMO 02'd PAD . it 4 .W /TH._1 'JR ' l.a,.(TT4e 1 Wg.i.PFO. .o eta\ 1. • � u � o�K I�J CERTIFIED FOR JOB NAME CUSTOMER CUSTOMER P.01 MASON S.O. REQUIRED 4 • _AMCNog. &q5 JOd NO. DWG, NO. t1W - I Z 5 . TAG g6 /Ph ' 1= �2�t CREW 413"0 NOLE A1T 40 6 i RECEIVED . CITY OF TUKWILA NOV 1 2 NH PERMIT CENTER fig DWQ N O∎ 1}14�1 PIPING CONNECTION SIZES, inches AIR COOLED MODELS , A OD CU B OD CU C NPT MALE D • OD CU E NPT MALE F OD CU 50 HZ 60 HZ FH -075A FH-075A 5/8 112 112 510 112 5/8 FH -115A FH-114A 543 112 1/2 5/8 12 518 FH-130A FH -125A 5/8 1/2 1R 5/8 12 5/8 FH-199A ' FH -199A 718 1 12 314 7/8 314 7/8 F14245A . FH•245A 1 118, 518 314 718 . 3/4 718 FH-290A FH•290A i 118 5/8 NA NA NA NA FH.180A FH•380A 11/8 518 NA NA NA NA _10!25/99 16:07 FAX 2007636700 PIPING: AIR COOLED MODELS DOWNFLOW (FH) MODELS UNIT CONNECTION LOCATIONS (See Cabinet And Floor Planning Dimensions For Piping Opening Sizes.) ;1. -19700 PG 10 JOHN DONOVAN CAMPBELL CO MONITORING PANEL NOTE: install all piping per local codes. �i�j[l1jlj� ,I� ter �1,, � r ' " � r • L 3/4' NPT Condensate Drain. Field pitch a min. of 1, 1/8' (3.2mm) per R. (305mm). An external trap b (1 not required. I, I I L 1/4" 0D CU Humidifier Supply Line (Steam Gen:A) 11 1 1 11 LI — B - Liquid Refrigerant Lines, U. — A - I - tot Gas Refrigerant Lines (Reid 11nit-faetery [6 014 NECEIVED CITY OF TUKWILA NOV ?_ 199' PRRMIT CENTER REV 10/98 .10/25/99 18:07 FAX 2087636700 . SL -18700 PG 12 Three phase electric service not by Liebert Three phase connection. Electric service connection terminals when factory disconnect switch is supplied. Factory installed disconnect switch (} Smoke detector alarm connections, Field supplied 24V. Class 2 win; to remote alarm circuits. Factory wined contacts from optional smoke detector are #91- comm., #92 -NO, and #93 -NC. Common alarm connection. Field supplied 24V. Class 2 wiring to common alarm from pigtails 75 + 76 which are factory connected to common alarm relay (R3). Electrical handy box factory installed with cover. Meat rejection connection. Field supplied 24V. Class 1 wiring to interlock heat rejection from pigtaRs 70 + 71 which are factory connected to compressor side swiches. Condensate pump connection. For pumps shipped loose. Factory supplied wiring from pump to pigtails. Fuses are installed on electric panel. Remote unit shutdown. Replace extisling jumper between terminals 37 + 38 with normally closed switch having a minimum 50VA rating. Use field supplied 24V Class 1 wire. JOHN DONOVAN- CAMPBELL CO ELECTRICAL FIELD CONNECTIONS Field supplied disconnect switch when factory installed unit disconnect switch is not provided actrxy Installed Unit Disconnect Switch (optional) I �... - .. -. ..... •I..Ml li rim .111 it RECEIVED CiTY OF TUKWILA NOV 1 2 1999 NOTE Refer to specification sheet fSMISitt and SL -18710 PG 12 SL -15720 PG 12 SL -18730 PG 12 E015 q6o/bo13 Monitoring Panel A Y .2 mWie3 L. Pe = `f C Factory wired to components on electric panel Electric service connection block. T Earth ground connection (60HZ). Connection terminal for field supplied earth grounding wire. s —Three phase electric service not by Liebert_ Special Alarm Connections, Field supplied 24V, Class 1 wire tor special alarms, Connections made by adding normally open contact between terminals (24 + 50), for Standard Microprocessor, The Advanced Mi ropmmcessor has four alarms at terminal (24 + 50), (24 + 51), (24 + 55), and (24 + 56). Anolog inputs. Optional terminals 41 to 48 provide connections for shielded, twisted pair cable to as many as four customer supplied analog sensors (AM and AG only). Electric conduit knockouts on bottom and rear of wire raceway. Knockout sizes ,1318" (34.9mm) or 1314' (44.5mm) or 212' (63.5mm). wire size amp. ratings, / 3/ 10 REV 10198 10/25/09 16:08 FAX 2067618700 JOHN DONOVAN- CAMPBELL CO MONITORING PANEL AND UNIT ALARMS ADVANCED MICROPROCESSOR CONTROL W /GRAPHICS (AG) GENERAL DISPLAY A 240 x 128 backlit dot matrix graphic LCD displays alt monitoring, control, alarm, diagnostic and graphical information. KEYPAD 5 membrane keys for easy movement through the menu - driven control. STANpARD ALARMS TEMi ERATUH;€ The high and low temperature thresholds are programmable between 35°F and 90°F (1,6 °C and 32.t•C). The alarm indicates excessive high or tow return air temperature. HUMIDITY The high and low hurnidRy thresholds are programmable between 15% and 85% R.H. The alarm Indicates excessive high or low return air humidity. HUMIDIFIER PROBLEM Indicates excessive high or low water levels in the humidifier pan or full canister. HIGH HEAD Indicates a head pressure atrove a factory preset mint. Unit Is equipped with a factory preset compressor safety cutout switch. (Provided on DX units only.) CHANGE FILTERS Indicates the pressure drop across the fitters has exceeded the customer -set level. LASS OF AIR Indicates a loss of airflow in the unit based on mechanical sensing switches. LOW SUCTION PRESSURE Indicates a suction pressure belay the preset cutout point.(on DX units) SHORT CYCLE ALARM Indicates the compressor has turned dr-on -off at least 10 times in a one hour period. LOSS OF POWER Indicates that a power interruption has occurred. OPTIONAL ALARMS The foirowing alarms are available when the appropriate options are included with the unit, Main Fan Overload (4) Local Alarms from below Water Under Floor Smoke Detected 44er♦d merit - Oc Special Message 1 Special Message 2 Special Message 3 Special Message 4 FEATURES OF THE MONITOR MONITOR Room conditions, user analog sensors, run hours, alarm history, unit operating status. GRAPH Temperature, humidity, analog inputs, component run history, water detection ftoor plan. SET -UP Password protected programming of various time delays and unit configurations. SETPOINT Password protected programming of operational setpoint Jatarms. $L.16700 PG 15 St--16710 PG 15 SL•tBTZ0 PG 15 SL - taTO PG 15 S41e744 PG 14 SL•1oo20 PG 13 5L- 1002T 14 - SL ;1oozi i 12 "" " - • ' •' RECEIVED CITY OF TUKWILA ..NOV 1 2 1999 •A PERMIT CENTER f'IaFIMIT CENTER Q) 018 REV 10198 . 10/25/99 16:08 FAX 2067636700 STANDARD FEATURES LIEBERT AIR COOLED FAN SPEED CONTROL CONDENSERS .JOHN DONOVAN- CAMPBELL CO • RECEIVED OITv OF TUKWILA NOV 1 2 1999 rSj PERMIT CENTER el ° 17 COIL Llebert manufactured coil is constructed of copper tubes in a staggered tube pattern. Tubes are expanded into continu- ous, rippled or enhanced aluminum type fins. The fins have full depth fin collars completely covering the copper tubes which are connected to heavy wall type L headers. Inlet coil connector tubes pass through relieved holes In the tube sheet for maximum resistance to piping attain and vibration. Coils are factory leak tested at a minimum of 300 PSIG, dehydrated, then filled with a nitrogen and refrigerant holding charge and sealed. PAN(5) Blades are constructed of zinc plated steel or aluminum with a maximum diameter of 30 Inches and secured to the fan shaft by a heavy duty hub with set screw. Fan guards are heavy gauge, close meshed, steel wire with corrosion resistant finish. Fans are factory balanced and tatted before shipment. FAN MOTOR(S) Are provided with rain stingers, permanently lubricated bearings, and individual built -in overload protection. Motors are rigidly mounted on die- formed galvanized steel supports. HEAD PRESSURE CONTROL A Lisbert fan speed control system Is furnished consisting of a variable speed fan motor operat- ing from 80 to 1075 RPM in 60 HZ operation and 180 to 800 EIPM in 50 HZ operation. The fan motor is a specially designed single phase motor with permanently lubricated ball bearings and internal overload protection. The control system is complete with transducers, thermostats, and electrical control circuit factory wired in the control panel. Fan speed con- trol is always furnished on the fan adjacent to the connection end of the condenser which runs continuously with the compressors. Other condenser fans are controlled by ambient thermostats and are either "on': or "off ". This system allows for operation at ambient conditions as low as —20°F (- 28.9'C). HOUSING The condenser housing is constructed of bright aluminum sheet and divided into individual fan sections by full width baffles. Structural support members, including coil support frame, motor, and drive support, are galvanized steel for strength and corrosion resistance. Aluminum legs are provided with rigging holes tor hoisting the unit into position. OPTIONAL FEATURE NOIVe A locking disconnect factory installed and wired in enclosed condenser control section. LEI3ERT YODEL 140. Nola 1 No. FANS A 0 a o� { NE T17TAL AT REJECTION 1100z Note 1 CM (114) ID HE Note TOTAL HEAT RGJEC 1044 6o.NZ Na tb a iii# NET 1AI ON7 114. 1411. IN. /144. IN. YY. - B11)741•F 'WC D1WPF Mir C LIS. Q. C5F151W416.5 1 5112 1306 44 1116 42 1087 1444 .772 1,866 c", v 1349 .712 295 134 CSF7CDF-0A34. 1 5112 1386 44 1116 42 1087 — — 1635 1121 Jg3 1.013 6000 -r 13833 (3143 1526 1751 1105 .564 5000'.-: EV -I 225 134 915 143 CSE/CDF466 1 511/2 13011 441116 421061 — — CSF/CDF37 1 3112 1313 44 1118 42 1067 — — 223 1.174 8334301 1695 169 =U99) 635 152 C11F) DF1ML 1 511/21306 44 1116 421057 42107 — — — — 1945 1838 1.925 1022 5400 (2548) 1302 1733 1758 .314 451374_ ij 315 143 C6FICOF•1070 1 511/21308 44 1119 420. 191 • .A442,• •., ... -. — 1.1 -.,n•, 1CDF165L J 2 2 9112 4524 9112 2724 64 2134 64 2134 32 2081 — — 8310 st7t6 4324 1.714 2.003 22,11 12320 ' .,... 10443 4926 Ir4141NTGllI . - 3509 3436 - -� 1651 VIM 111.+....1...6.. 11 . . " - 6703 41 10132 • 475 rM• - ... 495 225 655 37 C5F/C13F24L5L 62 2083 — — — ^ CSF/COF215C 2 91172 2324 64 2134 82 31767 C68/CDF717C 2 911/2 2324 84 2134 82 2015 — — 4721 4955 2491 2619 12644 (5987) 10000 6494 4234 4677 2211 10577 (497) 515 254 C9F /CD -251L 3 13112 3340 124 3150 122 3396 — — 2415 10100(70711 500 37 CSF7CDF259 3 1311/2 9340 124 3150 122 3099 — — 5767 3.040 19299 0380) 5252 2771 MU D:'-4 670 305 741 337 cSF/CDF291 5 1211/2 3340 124 3150 122 9099 — — 8695 3527 1:':: -, 5866 •2158 19105 468 CSF/CDF-7011L 3 _ 13112 3340 17112 4368 124 3150 164 4161 122 3054 82 2063 — — 80 2032 5894 4519 8904 2393 24e2 15665 rr: a 24000 (11026) 5264 8107 2777 5220 13054(1180) 870 31 r` CSP/C0F -304 20013(9431) 780 355 C5FlCOF349C C327C0F4151. 13112 7340 124 3150 122 9099 — — 3.264 17397 (8211) 0174 3.258 145320) 918 415 4 17112 4366 164 4186 62 2063 60 2022 7779 4.104 21600 10193 0932 3.657 18000 8494 615 770 csFICOF4a0C 4 171112 4356 114 4116 62 2061 80 2032 8915 4,703 25285 11933 7981 4211 1025 466 C6F)CDF610C 4 17112 4356 144 4156 62 3013 80 2072 t00e6 5521 21587 (1034) 4757 4.a3 18072(8529) 1168 540 10/25/.99 16:08 FAX 2067636700 1^ (25Amm) 1 3/4' ( 44. S M1 4 14' (108mm . y • MODEL5 ONLT 1 314' 4 114' (44,5mm/ I TYPICAL FOOTPRINT A H-70' ( 1776mm) JOHN DONOVAN - CAMPBELL CO OPTIONAL DISCONNECT SWITCH HANDLE • 37 11116' (967mm) I 12 (127mm) DIAMETER ANCHOR BOLTS tTYPU 47 9116 11107 MM) 18' I457mmy • y A CLEARANCE OF 36 IN. 191mm IS REOOMMENDED ON ALL SID FO PR OPER OPERATION AND COMPONENT ACCESS. UNIT ANCHOR PLAN HEIG1TTO TOP OF 37 7/0' FAN GUARD (962mm) 4311e' (1095mm) 4 LEGS FURNISHED FOR 1, 2 8 3 PAN MODELS 6 LEGS FURNISHED FOR 4 FAN 6100EL8 [0018 1. C5F model prefix IS lot single refrigeration circuit. CDF model prolix is for dual refrigeration circuits. 2. All condenser fan motors are 3/4 H.P. 3. Total Heat Rejection given above is per circuit for CDF models. For CSF models double the capacity anown. The Total Heat Rejection Is for each degree OIl• (erential between eatur*tea Condensing temperature and entering ambient air temperature. To calculate Total CITY HaahiOF TUKwIII„�@j riuonm�e1 A condenser, m1( ultiply fig table value Dy lemperature dltforentlal. FFiiECGG�� vv NOV 1 2 N91') PERMIT CENTER RECOMMENDED REFRIGERANT LINE SIZES CU. OD. UNIT MODEL NUMBER TOTALEQUIV. LENGTH FT. (m) HOT GAS UNE IN. (mm) LIQUID UNE IN. (mm) 4/6 (22.2) 1/2 (12.7) 50 (1521 519 (1SA 12 (12.7) 8R81M2A • 100 (30.5) 7/8 {222) 12 (12.7) 9F/81404 CSF.058 150 (45.7) 718 (22.2) 6 9 (159) 718 (22.2) 1/2 (12.7) 50 (152) 718 (222) 12 (12.7) 8F/Bu57A 7/8 (22.2) 100 (305) 7/8 (122) 12 4127) OF/01165A COF -184L 150 (45.7) 7/8 (222) 518 (159) 1 1/6 (28,6) 7/8 (22.2) SO 1154 518 (15.9) 12 (12.7) FRAM-75A + 4, 100 (90.5) 7A! (222) 12 (12.7) 5/0 (15.9) • 150 (45.7) 718 (222) SIB (159) ' 518 (15,9) SO (tss) 7/9 (22.2) 12 (12.7) F11Mi•114Alrii _ 1 1/8 (28.5) 100 (30.5) 7/822.2.) 510 (15.8) FHA/ 1- 125iMai CSF/COF.251 150 (45.7) 718 7 5+6 (1 ..."+ 1 1/8 (28.61 50 (152) 7/e 9224 518 (159) F0114•199A 1 3/0 (34.9) 100 (505) 1 119 (221.6( 741 (22.2) 1 1/8 (28.6) • "2.01.3301 150 (45.7) 1 1/8 (26.4) 781 (22) 1 3/8 (34.9) 1 116 (28.6) 50 (152) 1 148(289) 74 (22.2) FWUH Q45A 1 3/8 (34.9) 100 (30.5) 1 110 (211.6) 7A (225) FHM1-290A CDF -4400 150(45.71_ 1 1R - [28329 7!8 2 7/8 (54.0) 1 3/8 (34.9) 50 (152) 3/4 (10.1) 12 (12.7) F1WF1.114AW115AU 100 130.9) 214 (10.1) 510 (15.0) 150 15. 718 , 510 159 50 (152) 314 (19.1) 1/2 (12.7) FW211-125A41A30AU 100 (30.5) 7/0 (ZZZ) 316 (15.9) 150 (45.7) 7/8 (222 5/8 (159) 50 (152) 7/8 (22.2) MI (159) RYU11•199AU 100 (30.5) 718 (222) 718 (22.2) 150 (45.7) 1 129 (289) 7/5 (122) 50 (152) 716 (222) 719 (22.2) FH214.24590 100 (30.5) 1 118 (2511) 718 (22.2) 150 (45.7) 1 118 (2o9) 7/8 (222) 50 (152) 1 128 (285) 7/8 4222) R1A11429AAU 100 (305) 1 110 (28.6) 7/8 (222) 150 (45.7) 1 118 (28.6) 7/8 (?22) SO (15.2) 1619 (31.9) 7/8 .2) 1114014808 100 (305) 1 316 (54.9) 7/8 R2.21 150 (45.71 1 318 (349) 1 IN (28.61 50 (152) 710 (222) 12 (12.7) UPt29A/1264 100 (30.5) 118 (22.2) 526 (159) 150145.7) 718 (22.2) 516 OSHA 50 (152) 718 (222) 518 (15.9) UPI/474400A 100 (305) 1 1/B (285) 7/0 (222) 150 (45.7) 1 12 (786) 7/8 47221 50 (152) 1 116(28.6) 7/8 (22.2) UP2310.270A 100 (305) 1 1/8 4209) 718 (22.2) 150 (45.7) 1 1/8 OA) 718 (222) 50 (152) 1 718 (15.6) 716 (222) UPd/SA1S74A 100 (30.5) 1 SO (349) 7R (222) 150(42.7) 1 3_&11319.)______ 50 75) 1 118 (236) 7/4 (122) UK/SA/4744 10 0 (305) 13 (i4A) • 1/6 (22.2) 150 (45.7) 1 3/ (349) 1 12 CONDENSER PIPING CONNECTION SIZES CU. OD. CONDENSER MODEL NUMBER , ENTERING HOT GAS LINE IN. (mm) RETURNING LIQUID LINE IN. (mm) FSF 065 4/6 (22.2) 1/2 (12.7) • COF•65 1/2 (12.7) 1/2 (12.7) CSF -083L 7/8 (22.2) 5/0 (15.9) C0F.013L 1/2 (12,7) 1/2 (12.7) CSF.058 7/8 (22.2) 5/8 (15.9) 2.01.1186 718 (22.2) 1/2 (12.7) C5F88111570 1 1/8 (28.61 5/8 (15.9) COFI097n87C 7/8 (22.2) 1/2 (12.7) CSF•104L 1 1/6 (28.6) 5/6 (15.9) COF -184L 7/8 (22.2) 1/2 (12.71 CSF.130 1 1/6 (28,6) 7/8 (22.2) 13 CDF-1) 1311 • 7/8 (22.2) 5/8 (15.9) + 4, ■` JI 7/5 (22.2) 5/0 (15.9) • COF•175 7/8 (n 518 (15,9) CSF /COF205L 1 1/8 (28.6) ' 7/6 (22.2) CSF/M.277C2I6C _ 1 1/8 (28.5) 7/8 (22.2) CLF/COF -281L 1 7/8 (28.6) 7/8 (22.21 CSF/COF.251 1 1/8 (20.6) 7/8 (22.2) C3F /COF•291 1 3/8 (34.9) 1 1/8 (28.61 CSF -304L 1 5/8 (41.3) 1 1/5128.6) COF•308L 1 3/0 (34.9) 1 1/8 (29.6) CSF-3304. 1 5/8 (41.3) 1 1/8 (28.6) • "2.01.3301 1 3/8 (34,91 1 1/8 (28.6) CSFICDF.$w349C 1 3/8 (34.9) 1 116 (28.6) C57 2 1/8 (54.0) 1 1/1j28.6) CDF.4 1 3/8 (34.9) 1 1/8 (28.61 2.814402. 2 1/8 (5 1 3/8 (31.9) CDF -4400 1 5/8 (41,3) 1 1/0 (28.5) 06F4100 2 7/8 (54.0) 1 3/8 (34.9) COF610C 1 5/8 (41.3) 1 1/8 (28.6) 10/24/99 16:09 FAX 2067636700 JOHN DONOVAN - CAMPBELL CO PIPING: FAN SPEED CONTROL CONDENSERS RETURNING LIQUID LINE (TYP,) ENTERING HOT GAS LINE (TTP.) INVERTED TRAPS ARE TO 8E FIELD SUPPLIED AND INSTALLED (TTPJ WHEN IN5TALUNG TRAPS. CLEARANCE MUST BE PROVIDED FOR SWING OF END ACCESS 000/1. TRAPS TO EXTEND ABOVE BASE OF COIL BY A MINIMUM OF 7 12• (105mm). • RECEIVED dery OF TUKWILA NOV 1 .z 1999 PERMIT. CENTER 9 W 0 0 a . fA v 0019 FOR RUNS LONGER THAN 150 FT. (45.7M) EQUIV. LENGTH C0N5ULT FACTORY FOR PROPER 104E 8121N43. .10/25 <99 6 ctric servios connection and fuse block ' Factory wired 10 24V Clean 2 control dreuit. COMM Interlock Field supplied Class 2 Wiring to interlock condenser 24V controls la Liebert room unit. 7/6 in. (22.2mm) diameter hole provided in bottom of electric box. Earth ground connection (80 HZ), Connection terminals for field supplied earth grounding wire when factory disconnect is NOT supplied teppiiecir . SL -10060 PG 6 18:09 FAX 2 tLtC TRICAL FIE CONNE C TIONS FAN SPEED CONTROL CONDENSERS 17j020 Factory wired to components on electric panel. TrimrstifOrtrocactrtligireakege tiTilplfientfortreicisupliiiect -OeflitsfetintgottOres NOV 1 2 1999 PERMIT CENTER NOTE: Refer to specification sheet for full Toad amp, and wire size amp. ratings. Electric service connection terminals when factory disconnect is NOT supplied, Electric service entrance. A 7/8 in. (22.2 nm) diameter hole in a 1 1/8 in (26.6rrmt) knockout provided in bottom of electric box. ---.--'`"" Electric service, not by LiebeR, RECEIVED Sit ... iferD ntlene°F CITY OF TUKWILA — failtiheeorr Three phase for REV 1/ T v , RSP / EQE 1411 Fourth Avenue, Suite 500 Seattle Washington 98101 Phone: 206.624.8687 Fax: 206.624.8268 STRUCTURAL CALCULATIONS FOR: BOEING DEVELOPMENTAL CENTE O TWW(i.A BUILDING 9 -140 APPROVED REPLACE 2 AIR HANDLING UNITS °° 2 9 1999 ,; r4uIEll • RSP /EQE JOB NO. 151455.01 NOVEMBER 8, 1999 H 99 oiz9 • RECEIVED CITY OF TUKWIIA NOV 1 21999 PERMIT CENTER w-r. = 42S rn= IOC 69)* 8 s ft - s 1.91 c o n cl env -er- Srt rn C" = (2 a ✓.r" 4F I p .r' i Pe Pt �= 4 ' 106 fir- 1 (7 T� r)C e x 1e.7 -Flan p•f tale f=,c (�. LO mF h H _25" I a" • ,F 4.5"( if « e -1 .5 ( r 12 7 44 2s (7‘26.402 ( 1+ ( avwla = I. 2 Q Wp . , :S'C°Irmii, CC 'T' 1 4 0 & 'o� project /22 RECEIVED C is cv rw OF TUKWILA Nov 1 2 m1 PERMIT CENIECI An EQE International Company 1411 4th Avenue Building, Suite 500 Seattle, Washington 98101 Phone 206.624.8687, Fax 206.624.8268 I 11 - 6 - 19 date 1w1 rsp no. design sheet (6C. CI e — U V11 C a 11 - Fr i (27 o A -307 E !a S .0 I .074( 7 IO(. 247 + 4'06262 , 022+ .004 = , 0.?2 Care 2= project P rl - ) Ch at W1c�kI2'(Ext41'2 t 1cft- fc r - �, Kati 2 U. -) Ccw. r ! p L. F ►�= IoC + 7G4( 2 = I1 - 7 * ' Sec- af"a hc7 ( 0 6170 - r 425 .7G4. 4tA F , " l' 4 ,i, .:.- R3vvye = 14cryi.,,. -4 ' Net UPI T , ?(tG »- ICI _ -74 27S"Ff. (4 2 4- ►e Mc C = Ts FG4 (W? i -Ts(ey r 1,12 �, �i ("" 27 1-r r ;2 1,11 (Y1 XI E.?" f") 6 wf C 1 % 9' /VC7 1 e- re, I G1 IS'. i PIIP `4, � J- T C ZU -2 2,75, G,S:c „� ; ?7S RECEIVED 1 0 4 + I ‘`7 . 27S / 'YOFTUKwlLA _ .l<IGc)- 14'1e i' VitiP,1 2 1999 An EQE International Company 1411 4th Avenue Building, Suite 500 Seattle, Washington 98101 Phone 206.624.8687, Fax 206.624.8268 date rsp no.. design sheet I II PERMIT CENTER RISA-2D (R) Version 3.03 Ratti Swenson Perbix Clark • Boeing Bldg. 9-140 Condenser Unit Platform Support Beam Units Option : US Standard AISC Code Checks : 9th Edition ASD Shear Deformation: No P-Delta Effects : No Redesign : No Edge Forces : No A.S.I.F. : 1.333 Job Page Date Node Boundary Conditions No X-Coord Y-Coord X-dof Y-dof Rotation Temp. (ft) (ft) (in,K/in) (in,K/in) (r,K ft/r) (F)- 1 0.00 0.00 R R 0.00 2 2.75 0.00 0.00 3 9.25 0.00 0.00 4 • 12.25 _ 0.00 0.00 5 16.00 0.00 0.00 6 19.00 0.00 0.00 7 20.00 0.00 R 0.00 Material Elastic Poisson's Thermal Weight Yield Stress Label Modulus Ratio Coefficient Density (Fy) (Ksi) (F) (K/ft3) (Ksi)---- STEEL 29000.00 0.30000 0.65000 0.490 36.000 Section Database Matl. Area Moment of As y/y Label Shape Set Inertia Coef (in'2) (in W10X12 W10X12 STEEL 3.54 53.800 1.20 1 J I Releases J End Offsets No Node Node Section x y z x y z Sec Sway 1 J Length (in) (in) (ft) 1 1 - 2 W10X12 2.75 2 2 - 3 W10X12 6.50 3 3 - 4 W10X12 3.00 4 4 - 5 W10X12 RECEIVED 3.75 5 5 - 6 W10X12 CRYOFTUMNLA 3.00 6 6 - 7 W10X12 Nov 1 2 1999 1.00 PERMIT CENTER RISA -2D (R) Version 3.03 Ratti Swenson Perbix Clark Boeing Bldg. 9 -140 Condenser Unit Platform Support Beam Job Page Date I J Unbraced Lengths K Factors Bending Coefs No Node Node Lb -in Lb -out Lc In Out Cm Cb (ft) (ft) (ft) 1 1 - 2 20.00 20.00 20.00 2 2 - 3 20.00 20.00 20.00 3 3 - 4 20.00 20.00 20.00 4 4 - 5 20.00 20.00 20.00 5 5 - 6 20.00 20.00 20.00 6 6 - 7 20.00 20.00 20.00 BLC Basic Load Case Load Totals No. Description Nodal Point Dist. 1 DL +SEISMIC LONGIT. 6 2 DL +SEISMIC TRANSV. 6 Nodal Loads, BLC 1: DL +SEISMIC LONGIT. Node Number Global X Global Y Moment (K) (K) (K-ft)---- 1 0.000 -0.197 0.000 2 0.000 -0.197 0.000 3 0.000 -0.197 0.000 4 0.000 -0.197 0.000 5 0.000 -0.197 0.000 6 0.000 -0.197 0.000 Nodal Loads, BLC 2: DL +SEISMIC TRANSV. Node Number Global X Global Y Moment (K) (K) (K -ft)---- 1 _0.000 -0.275 0.000 2 0.000 0.074 0.000 3 0.000 -0.275 0.000 4 0.000 0.074 0.000 5 0.000 -0.275 0.000 6 0.000 0.074 0.000 Load Combination Self Wt BLC BLC BLC BLC BLC W E No. Description Dir Fac Fac Fac Fac Fac Fac DYNA S V 1 DL +SEISMIC LONGIT Y -1 1 1 RECEIVED 2 DL +SEISMIC TRANSV Y -1 2 1 CITYOFTUKWILA NOV 1 2 1999 PERMIT CENTER 4 RISA -2D (R) Version 3.03 Ratti Swenson Perbix Clark Boeing Bldg. 9 -140 Condenser Unit Platform Support Beam Load Combination is 1 : DL +SEISMIC LONGIT Nodal Displacements Node Global X Global Y Rotation (in) (in) (rad) 1 0.00000 - 0.00000 - 0.00179 2 0.00000 - 0.05723 Q - 0.00162 3 0.00000 -0.13695( / 7s` )'� - 0.00026 4 0.00000 - 0.13132 0.00058 5 0.00000 - 0.08401 0.00147 6 0.00000 - 0.02267 0.00187 7 0.00000 - 0.00000 0.00190 Load Combination is 1 : DL +SEISMIC LONGIT Reactions Node Global X Global Y Moment (K) (K) (K -ft) 1 0.00000 x.71885 0.00000 7 0.00000 0.70407 0.00000 Totals 0.00000 1.42292 0.00000 Load Combination is 1 : DL +SEISMIC LONGIT Member End Forces Load Combination is 1 : DL +SEISMIC LONGIT AISC Code Checks Nodes No I J Maximum 0 Member Quarter Points 1/4 1/2 3/4 Job Page Date Nodes I -End J -End No I J Axial Shear Moment Axial Shear Moment (K) (K) (K ft) (K) (K) (K-ft)-- 1 1- 2 0.00 0.52 0.00 0.00 -0.49 1.39 2 2- 3 0.00 0.29 -1.39 0.00 -0.21 3.03 3 3- 4 0.00 0.02 -3.03 0.00 0.02 3.03 4 4= 5 0.00 -0.22 -3.03 0.00 0.26 2.13 5 5- 6 0.00 -0.46 -2.13 0.00 0.50 0.70 6 6- 7 0.00 -0.69 -0.70 0.00 0 .fltbENT0 0.00 CITY OF TUKWILA NOV 1 2 1999 PERMIT CENTER L Shear 1 1- 2 0.3631 0.0000 0.0930 0.1845 0.2745 0.3631 0.0193 2 2- 3 0.7920 0.3631 0.4828 0.5942 0.6973 0.7920 0.0108 3 3- 4 0.7949 ✓ 0.7920 0.7944 0.7949 0.7937 0.7907 0.0007 4 4- 5 0.7907 0.7907 0.7363 0.6790 0.6190 0.5563 0.0097 5 5- 6 0.5563 0.5563 0.4654 0.3729 0.2785 0.1824 0.0183 6 6- 7 0.1824 0.1824 0.1371 0.0916 0.0459 0.0000 0.0261 RISA -2D (R) Version 3.03 Ratti Swenson Perbix Clark Boeing Bldg. 9 -140 Condenser Unit Platform Support Beam Load Combination is 2 : Nodal Displacements Node 1 2 3 4 5 6 7 Load Combination is 2 : Reactions Node 1 7 Totals Load Combination is 2 : Member End Forces Load Combination is 2 : AISC Code Checks Global X (in) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 Global X (K) 0.00000 0.00000 0.00000 Nodes No I J Maximum 0 1 1- 2 0.1513 0.0000 2 2- 3 0.5398 0.1513 3 3- 4 b.5398- 0.5398 4 4- 5 0.4588 0.4588 5 5- 6 0.3901 0.3901 6 6- 7 0.0877 0.0877 DL +SEISMIC TRANSV DL +SEISMIC TRANSV DL +SEISMIC TRANSV DL +SEISMIC TRANSV Nodes I -End No I J Axial Shear Moment Axial (K) (K) (K ft) (K) 1 1- 2 0.00 0.23 0.00 0.00 2 2- 3 0.00 0.27 -0.58 0.00 3 3- 4 0.00 -0.09 -2.07 0.00 4 4= 5 0.00 -0.05 -1.76 0.00 5 5- 6 0.00 -0.37 -1.49 0.00 6 6- 7 0.00 -0.33 -0.34 0.00 Global Y Rotation (in) (rad) - 0.00000 - 0.00107 - 0.03444 - 0.00099 - 0.08580 ,/ - 0.00017 - 0.08227 0.00036 - 0.05311 0.00092 - 0.01428 0.00118 - 0.00000 0.00120 Global Y (K) 0.50207 0.34185 0.84392 Member Quarter Points 1/4 1/2 3/4 Job Page Date NOV 1 2 1999 0.0400 0.0786 0.1157 0.1513 0.2609 0.3622 0.4552 0.5398 0.5222 0.5028 0.4817 0.4588 0.4458 0.4300 0.4114 0.3901 0.3172 0.2425 0.1660 0.0877 0.0661 0.0443 0.0222 0.0000 Moment (K- ft) 0.00000 0.00000 0.00000 J -End Shear Moment (K) (K -ft) -- -0.19 0.58 -0.19 2.07 0.12 1.76 0.09 1.49 00.4480 0.34 RECEIVED -0.00 CITY OF TUKWILA PERt IT CENTER Shear 0.0084 0.0099 0.0045 0.0034 0.0150 0.0127 C h e t 1-t Grp.. 120 cif 1v1 Max - 0.72 fr' (ni-' 1.) project Le,/ Tin rI ( - 0ct CovhIr Llntr wt • I e G czY* - W S PI�rYlle. ` (-2 4 °0 IS (Fr., bed ef- I ca 2(1 10 vi t. 2(eos7 o ? 4- ,G7. An EQE International Company CI L. - 7x2?' 7 E„ pL +SL 2O ('LT +2S' eoo �I-P \f .6 e +,7 - 1272 I-t r h 2.S1.?XX (I. Cl ) . 2,0 G•48 \A/p .7 0(, 7 0. o? , 2S2 w' T o 1,4 G.?8 T . IS (< l,o7 .1 0(7X22 ‘2s7( 147 26;0 >T l• s NOV 1 2 1999 PERMIT CENTER (2ao If) ✓ F't Ir1' CAL to of ism G.1 <- 1411 4th Avenue Building, Suite 500 Seattle, Washington 98101 Phone 206.624.8687, Fax 206.624.8268 RECEIVED CITY OF TUKWILA date design rsp no. 7 sheet ICBO Evaluation Service, Inc. 5360 WORKMAN MILL ROAD • WHITTIER, CALIFORNIA 90601 -2299 A subsidiary corporation of the International Conference of Building Officials EVALUATION REPORT Copyright s? 1998 ICSO Evaluation Service. Inc. Filing Category: FASTENERS — Concrete and Masonry Anchors (066) KWIK BOLT -II AND POST NUT KWIK BOLT -II CONCRETE ANCHORS HILTi, INC. 5400 SOUTH 122ND EAST AVENUE TULSA, OKLAHOMA 74146 1.0 SUBJECT Kwik Bolt -II and Post Nut Kwik Bolt -II Concrete Anchors. 2.0 DESCRIPTION 2.1 Kwik Bolt -II: Kwik Bolt -if (KB -II) concrete anchors consist of a stud, wedge, nut and washer. The stud is manufactured from a car- bon or stainless steel material. The carbon steel Kwik Bolt -II stud is made from AISI 1038 or AISI 1144 materials. The wedges are made of AISI 1010 steel, except that KB -II 3 /4- by -12, KB -II 1 =by -6, KB -II 1 -by -9 and KB -II 1 -by -12 an- chors have AISI 304 (stainless steel) wedges. All carbon steel components are zinc - plated. Each component of the stain- less steel Kwik Bolt -II anchor is made from either AISI 304 or AISI 316 material. The stud consists of a high - strength steel rod threaded at the upper end. The tapered mandrel has an increasing diam- eter toward the anchor base, and is enclosed by a three -sec- tion wedge which freely moves around the mandrel. In the vertical direction, the wedge movement is restrained by the mandrel taper at the bottom and by a collar at the top of the mandrel. When subjected to torque, the wedge is forced against the wall of the predrlled hole to provide the anchor- age. Allowable tension and shear values in normal- weight concrete are shown in Tables 3 and 4 for the carbon steel and stainless steel anchors. respectively. Allowable tension and shear values for lightweight concrete are shown in Table 5. The anchors are illustrated in Figure 1, 2.2 Post Nut Kwik Bolt -II: Post Nut Kwik Bolt -II concrete anchors consist of a carbon (AISI 1144) or stainless (Type 304) steel stud and post nut. The threaded end of the stud is fabricated to accept a threaded post nut with an outside diameter equal to the nomi- _ nal -diameter of the stud. The post nut has a countersunk - head configuration. Allowable tension and shear values for carbon and stainless anchors in 3,000 psi (20.7 MPa) normal - weight concrete are shown in Table 7. The anchors are illus- trated in Figure 2. 2.3 Installation: 2.3.1 Kwik Bolt -II: Holes are drilled into the concrete using carbide- tipped masonry drill bits complying with ANSI B212.15 -1994. The drill bit diameter must be the same as that of the anchors. The drilled holes must exceed the depth of an- chor embedment by at least two anchor diameters, to permit overdriving of anchors and to provide a dust -free area. The ER-4627 Reissued July 1, 1998 anchor must be hammered into the predrilled hole until at least six threads are below the surface. The nut must be tight- ened against the washer until the torque values specified in Table 1 are attained. Minimum embedment depths, edge dis- tance and spacing requirements are set forth in Tables 1 and 2. 2.3.2 Post Nut Kwik Bott -lI: Holes are drilled Into the con- crete using carbide - tipped masonry drill bits complying with ANSI 8212.15 -1994. The drill bit diameter must be the same as that of the anchors. The drilled holes must exceed the depth of anchor embedment by approximately two anchor di- ameters, to permit overdriving and to provide a dust -free area. The anchor is tapped into the hole until the post -nut head touches the material to be fastened. The post nut is then loosened by two complete tums and the anchor is again tapped until the post nut is again in contact with fastened ma- terial. The post nut is then hand - tightened with a screwdriver. Minimum embedment depths, edge distance and spacing re- quirements are set forth in Tables 1 and 2. 2.4 Special Inspection: Where special inspection is required, compliance with Sec- tion 1701.5 of the code is necessary. The special inspector must be on the Jobsite continuously during anchor installation to verify anchor type, anchor dimensions, concrete type, con- crete compressive strength, predrilled hole dimensions. an- chor spacing, edge distances, slab thickness, anchor embed- ment and tightening torque. 2.5 Design: 2.5.1 General: Allowable shear and tension loads are as set forth in Tables 3, 4, 5 and 7. 2.5.2 Combined Loading for Kwik Bolt -II Anchors in Nor- mal- weight Concrete: Allowable loads for Kwik Bolt -II an- chors subjected to combined shear and tension loads in nor- mal- weight concrete noted in 'recites 3 and 4 are determined by the following equation: ( /P Vt) 1 where: Ps = applied tension load. Pt = allowable tension load. V = applied shear Toad. V = allowable shear load. 2.6 Identification: The anchors are identified in the field by dimensional charac- teristics and packaging. The packaging label indicates the manufacturer's name and address and the size and type of anchor. A length identification code letter is stamped on the threaded end of the bolt. See the length identification system in Table 6. Evaluation reports of ICBO Evaluation Service. Inc., are issued solely to provide information to Class A members of ICBO, utilizing the code upon which the report is based. Evaluation reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor as an endorsement or recommen- dation for use of the subject report This report is based upon independent tests or other technical data submitted by the applicant. The ICBO Evaluation Se teal staff has reviewed the test results and/or other data, but does not possess test facilities to make an independent venJicatlon. There is no wa M Service. Inc., express or implied as to any "Finding "or other matter in the report or as loamy product covered by the reportThis disclaimer Tl�,but�rnot mired to, merchmtabilit. NOV 2 1999 Page 1 014 0 4 I 1.000 500 1.150 1.145 625 1.250 I 1,350 675 1,250 1.350 675 1,250 2 1 800 400 1.700 1.000 500 1.740 150 1.200 1 600 1.775 1.250 625 2.085 3 I 1.250 625 2 .085 1.625 815 2.085 I 2,000 1.000 2.085 2.250 1.125 2,085 ANCHOR DIAMETER pogo ANCHOR DEPTH pion/ 4' • 2,000 P11 C" 4' • 3000 4' .4400 I/ r 00 Psl I 4' • {0 Taman shim I Ton shelf rsnsla Shs.r Tension shi YAM Sp. Insp. WOhout Sp.Insp. WPM S. IMO. WMhwt Sp. Into. 1 With Without ! Sp. Insp. SP. Insp. With WIMoul Sp. Insp. Sp.Ins0. 1 /4 I I /R 245 120 400 ; 300 150 4 00 350 1 175 400 1 430 1 215 400 2 525 265 1 400 550 j 280 400 590 i 295 .400 62.5 315 400 3 625 315 400 i 625 315 J 300 625 315 400 J 625 315 400 .--' _ 1 500 250 ! 925 1 605 300 975 1 710 1 355 1.025 800 400 1,025 3 /s IOU" 4 1.125 565 I 1.100 1.210 605 1.100 1.290 645 1,100 1 1,450 1 725 1.100 1.190 595 1.100 1.235 615 . 1.100 1.285 640 1,100 l 1.450 i 725 1.100 1 /2 2 360 430 . 1.310 960 480 1.840 1 1.065 530 1,840 1.625 I 815 1.840 3 1.750 875'. 1 1.840 2.000 1.000 1.840 1 2,250 1.125 1,840 2.625 1,315 1.840 6 1.950 ' ' 975_ a 1 1.840 2.165 1.080 1.840 + 2.375 1.190 1.840 2.625 [ 1.315 1,840' i S/ 23/43 1.425 '710 2.375 1,685 845 2,375 1 1.950 975 2.875 2,500 1 1,250 2.875 4 2.180 1.125 1 3.125 2.670 1.335 3.125 3,090. 1.545 3,125 3,925 1.465 3,125 7 1 3.000 1.500 1 3.125 3.250 1.625 3.125 1 3,500 1,750 3.125 3,925 1,965 3.125 3 /4 3 1.850 925 1 3,875 2.175 1.090 3,875 1 2.500 1.250 3.875 3.000 1 1,500 3,875 4 2.750 1,375 t 4.225 3.625 1.940 4.225 1 4,500 2,250 4,225 5,060 1 2,530 4,225 8 3.750 1,875 4.225 4.625 2.315 4.225 5.500 2,750 4,225 5.925 2.965 4,225 1 4 2.930 1.465 6.625 3.650 1,825 7,125 4,375 2.190 7,625 4.360 2.180 8.625 6 3.990 1,995 3.625 5,310 2.655 8,625 i 6.625 3.315 8,625 ' 7.875 3.940 _ 8,625 9 6.040 3,020 . 3.625 7,050 3.525 8,625 1 8.055 4.025 8,625 10.000 5.000 8.625 Page 3 of 4 TABLE 3- CARBON STEEL KWIK BOLT -II ALLOWABLE TENSION AND SHEAR VALUES (in pounds), NORMAL - WEIGHT CONCRETEI. For SI: 1 inch = 25.4 mm, 1 psi = 6 9 kPa. I Ib. = 4.45 N. 1 SeeTable 2 footnotes. =Allowable loads may be increased by 33 /3 percent for shon•term loading due to wind or seismic forces. 3 Anchors installed at this embedment depth shall not be used to resist shear due to wind or seismic forces. TABLE 4- STAINLESS STEEL KWIK BOLT-II ALLOWABLE TENSION AND SHEAR VALUES (In pounds), NORMAL - WEIGHT CONCRETEL XMCMOR ==METER WHOA DEPTH trews! 1 /4 1 I 170 2 1 425 3 4'.t000 4' • 3,000 psi 4' •4A0111141 TIMPOR Tendon SP. M"P; SP. I.ae %ow I **IS SA lup Shoes 520 85 525 1 230 210 550 260 550 500 400 200 825 460 115 1 540 250 230 TIMOR Sp._.. Sp.ins 245 550 i 500 520 260 1 550 520 950 1 515 120 250 260 2 60 Misr Ts0Na Mit =MAW Sp. Oro. SI. MN. 550 350 550 520 550 520 260 1.075 625 '•0,000O 175 260 315 550 3 /8 1/, 21/ 1 ' 23/13 1.020 510 2.625 s/ 3/4 1 4 7 31/ 43/4 8 41/ 6 9 1.730 2.250 I.450 2.350 I 2,750 1 2.300 3,740 5.250 863 3,125 1.125 3.125 2.825 725 2.700 1.825 1.175 4.225 1.375 4.500 1.150 5,700 1.250 I 625 2.875 [ 1,475 2.220 1.110 1 3.125 2.715 2.990 1.415 I 3.125 3,425 915 J 3.100 1 2.200 1.525 1 4,365 .3,625 3.500 1 1.815 j 4.500 2.850 j 1.425 1 6.350 1.370 7.000 4.930 i 2.465 1 7.000 2,625 7.000 7,075 1 3.750 1 7.000 4.250 3.400 6.120 8.800 735 1.355 1,715 1.100 1,815 2.125 4.500 1,700 3.060 4,400 3.125 3,125 3.125 3,500 4.500 7.000 7.000 7.000 1.300 900 3,125 3.000 3.42.5 2,450 1.225 4.375 2.190 4.800 1 2.400 4.500 2,250 6.875 8.800 1.500 1,715 3.440 4,400 3.125 3,125 4.500 4,500 4,500 7.000 7.000 7.000 0 875 1.375 • 440 o90 1.250 2.085 1,025 1.765 515 I 1,250 880 2,085 1.175 For SI: 1 inch = 25.4 mm. 1 psi = 6.9 kPa. 1 Ib. :24.45 N. 'See Table 2 footnotes. =Allowable loads may be increased by 33 /3 percent for short-term loading due to wind or seismic forces. 3 Anchors installed at this embedment depth shall not be used to resist shear due to wind or seismic forces. 590 2.150 1.075 • 1.250 2,085 1.350 675 2.550 1.275 RECEIVED CITY OF TUKWILA Nov 1 2 1999 PERMIT CENTER ER -4627 Sher 550 350 1.150 1.250 2.085 9 June 8, 2000 John Murdoch PO Box 3707 M/S 46 -82 Seattle Wa 98124 RE: Permit Status °M99 -0229 9725 East Marginal Way S Dear Mr Murdoch: In reviewing our current permit files, it appears that your permit to replace (2) 7.5 ton process coolers, issued on November 30, 1999, has not received a final inspection as of the date of this letter by the City of Tukwila Building Division. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the building official under the provision 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, if a final inspection is not called for within ten (10) business days from the date of this letter, the Permit Center will close your file and the work completed to date will be considered non - complying and not in conformance with the Uniform Building Code and /or Mechanical Code. Please contact the Permit Center at (206) 433 -7165 if you wish to schedule a final inspection. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician City of Tukwila Xc: Permit File No. M99 -0229 Duane Griffin, Building Official Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6 D....1.111na11 C..l#n 111111 - T.. MIIehlnn /nn 0 A1QA DMnnn. 9nA_A4 • r* v. 911A_A21_2AA DEPARTMENTS: Buil Division C 0- 6-91 Public Works V'RROUTE.DOC 5/99 ERMIT COORD COPY PLAN REVIEW /ROUTING SLIP n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete n APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions ACTIVITY NUMBER: M99 -0229 DATE: 11 -12 -99 PROJECT NAME: BOEING 9 -140 XX Original Plan Submittal Response to Incomplete Letter # _ Response to Correction Letter # Revision # - After Permit Is Issued Fire 4vention Planning Division / 1 -61 Structural n Permit Coordinator TUES /THURS ROUTI G: Please Route I Structural Review Required n No further Review Required CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions Not Approved (attach comments) DUE DATE: 11-16-99 Not Applicable n Comments: REVIEWER'S INITIALS: DATE: DUE DATE 12 -14 -99 Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: REVIEWER'S INITIALS: DATE: City of Tukwila Fire Department Fire Department Review Control #M99 -0229 (510) Thomas P. Keefe, Fire Chief Re: H.V.A. C . at Boeing Company Building #9 -140 - 9725 East Marginal Way South Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. H.V.A.C. units rated at greater than 2,000 cfm require auto - shutdown devices. These devices shall be separately zoned in the alarm panel and local U.L. central station supervision is required'. (City Ordinance #1742) H.V.A.C. systems supplying air in excess of 2,000 cubic feet per minute to enclosed spaces within buildings shall be equipped with an automatic shutoff. Automatic 'shutoff shall be accomplished by interrupting the power source of the air - moving equipment upon detection of smoke in the main supply -air duct served by such equipment. Smoke detectors shall be labeled by an approved agency for air -duct installation and shall be installed in accordance with the manufacturer's installation instructions. (UMC 608) 2. Duct smoke detectors shall be capable of being reset from the alarm panel. (City Ordinance #1742) Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #1742) 3. In areas that are not continuously occupied, automatic smoke detection shall be provided at each control unit(s) location to provide.notification of fire at that location. (NFPA 1 -5.6) The installation of wiring and equipment shall be in John W Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 375-4439 City of Tukwila Fire Department Thomas P. Keefe, Fire Chief Page number 2 accordance with N.F.P.A. 70, Article 760, Fire Protective Signaling Systems. (NFPA 72 -1- 5.5.4) 4. When the control panel is located inside a room, the door to the room shall have a sign with one -inch letters which reads "Fire Alarm" or "Fire Alarm Control". (City Ordinance #1742) Dedicated fire alarm system circuit breaker(s) shall be equipped with a mechanical lockout device. (NFPA 72 (1- 5.2.8.2)) 5. All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1742) (UFC 1001.3) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, The Tukwila Fire Prevention Bureau cc: TFD file ncd John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone• (206) 575 • Fax (206) 575.44139 FACN•t i BCJE I 1 IV TAA FG_51)52.1Mh) (M197) Fo2J.i1S1•1 11 IMO 1 20St•SS4692 1999.04 -19 DEPAP..TMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST•CONT GENERAL REGIAT.:4 EXP: DATE' CC01 '•..BOEINC *294ML.011.01/2000 ; EFFECTIVE' DATE ; • .07044971 BOEING COMPANY, THE PO'BOX 3707 MAIL STOP IF -09 SEATTLE WA 98124 -2207 And Mph). Ccrtilicak. REGISTERED AS PROVIDED BY LAW ASI CONST CONT GENERAL REGIST. # EXP. DATE CC01 BOEINC*294ML 01/01/2000 EFFECTIVE DATE 07/13/1971 BOEING COMPANY, THE PO BOX 3707 MAIL STOP IF -09 SEATTLE WA 98124 -2207 Signature Issued by DEPARTMENT OF LABOR AND INDUSTRIES 07:31 #334 P.02 02 Please Remove And Sign Tdentification Card Before Placing In Billfold p p DE-KG n nMT n � [ P• d n /,� U � , . BOEING 9725 EAST TUKWILA, II HARiii-2[Lirma- DEVELOPMENTAL MARG!NAL WASHNGTON CENTER WAY SOUTH 98 9 o VICINITY MAP AREA MAP GENERAL NOTES DRAWING INDEX BLDG. ADDRESS: 9725 E. MARGINAL WAY S. nnn� TUKWILA ON OE ON SITE D DURING OF DOCUMENTS, D CONSTRUCTION. DO NOT PROCEED WITH CONSTRUCTION N WITH UT MUST ABOVE ME; Ti0NED SET OF DOCUMENTS. 1. VERIFY ALL DIMENSIONS AND CONNECTIONS BEFORE ANY WORK. ENGINEERS SHOULD CONDITIONS REQUIRE DESIGN REVISIONS. 2. NOTIFY FACILITY ENGINE 3. COORDINATE WORK WITH OTHER CRAFTS. 1 4. RETURN THIS SAME SET TO TERRY BENNETT AT BLDG. 9 -51 COL N /1, AFTER'COMPLETION OF THIS CONSTRUCTION. SHEET S TITLE SNOT SH TITLE A -1 TITLE SHEET 109 -140- 4002 -M1 1ST FLR HVAC PLAN 109- 140 -S500 STRUCTURAL PLAN & DETAILS PROJECT SITE Q FROM DOWN OWN SEATTLE o r S KING COUNTY AIRPORT E 900 CENTER (FAAFAA)J O 9y 9� O Q o _ ,, m y ` ' �� s � �, - \ $ PROJECT SITE ` �� 1S 9 99 ®� © �\� 9 98 ®' MFC i 010 9-101 96 9 90 At j ------ , ® 9 -120 r _ , Ire — \ PROJECT CHECKLIST CODE SUMMARY CK AND THE 1990 BAR CHE AND TUKWILA STATE BARRIER FREE CODE AND ADDITIONS PER CITY OF TUKWILA / OxBOW LOT ' e s , S BOEING ACCESS R Q d o 0 Q z D ❑ ENG INEERING CALCULATIONS IF A, PLICABL ( ) ® ROOMS LABELED PER OCCUPANCY PER U.B.C. TABLE 33 A. ® BUILDING FLOOR NUMBER ON PRINT FOR AREA OF CONSTRUCTION. NUMBER OF PRINTS REQUIRED FOR PERMIT PACKAGE: ❑ 1 . GENERAL PERMIT (SHELL & CORE) 6 SETS OF ENERGY CALCULATIONS 2 SETS OF CIVIL DRAWINGS WITH UTILITIES 2 SETS SOILS REPORTS, STAMPED BY GEOTECHNICAL ENGINEER 2 SETS STRUCTURAL CALCULATIONS 2 SETS PROJECT CONSTRUCTION SPECIFICATIONS 2 SETS TOPOGRAPHICAL SURVEY 2 COPIES OF LEGAL DESCRIPTION 2 SETS OF WORKING DRAWINGS ® 2. TENANT IMPROVEMENTS, 2 COMPLETE SETS III 3. MECHANICAL, 2 COMPLETE SETS ❑ 4. FIRE PROTECTION /SPRINKLERS, 2 COMPLETE SETS El BRIEF PROJECT NARRATIVE FLOOR AREAS: BUILDING FOOTPRINT 218,847 BUILDING' GROSS 218,847 FIRST FLOOR 101,717 SECOND FLOOR 101,717 PENTHOUSE 15,413 BUILDING HEIGHT 44 FT. STORIES 2 OCCUPANT LOAD. NO CHAPIGES FILE COPY — r c ...8 omissions c.... not authorize the violation c, ,;de or a3ltAwlllOrptra ... c.,cr'S cr, roved / 9 <-�lL"] / ? Q Exlr — � �E �- Mqq -O P< T' No:' 1 y � /// /. �y /// 57 �r� _�/ HANDICAPPED REQUIREMENTS BARRIER FREE FIRE PROTECTION FULLY AUTOMATIC, F/S CLASS 1 SPRINKLERS THROUGHOUT SEISMIC ZONE 3 SEPARATE PERMIT _t REQUIRED PCP: � MECHANICAL 0 GIP,' 01 1VMI Exlr � ., �� ,, �� 599 ` s EAST MARGINAL WAY TUK WILA PARK 99 FRO KENT 8t AUBURN 157 soo ' EXPIRED ill III I M elq D 9aq / r . t I NN Ii V NO SCALE 9 -140 BUILDING LOCATION FROM SEATTLE TACOMA AIRPORT (I 11011'1 v ll N A E NO SCALE DEVELOPMENTAL CENTER THIS TENANT IMPROVEMENT JOB CONSISTS OF THE FOLLOWING: MAINTENANCE REPLACEMENT OF (2) 7.5 TON PROCESS COOLERS ❑ PLUMBING 4PT?.�' CAS PIPING 2 7 / of Li Li D :No r.,.', :J70 :4 IiJ'rJ� \ / r III fill ,.I .t, .,I ct ,c,-rWSF -rtOki 1 „cLV ' V cow CITY OF TUKW RECEIVED 1....L..C- � l i ILA � "`✓ -y ct- i 1�� NDtri 2199s M 1 9 ` 2 2 ? PERMIT CENTER SYM REVISION BY APPROVED GATE SYN REVISION 6Y APPROVED DATE � ❑ AU AUBURN, I BUI RN, WA. 90 p 002 El EVERETT, WA. 98201 IGIPALFfI4' ❑ KENT, WA. 98031 FACILITIES DEPARTMENT I=1 PORTLAND, OR. 97220 ❑ RENTON, WA. 98055 • SEATTLE, WA. 98124 ACDEPTABILIIY IS DESIGN AN / OR SPEOIFl IS AP PROVED WN eY DRA S. REYNOLDS. 12 —DATE 20 -90 SUBTLE '. TITLE SHEET LAST LAST REVSION I svMe DALE SHEET A -1 CHECKED APPROVED BY DEPT. DATE EI _ - 2 mar 91 2 a T E p ARCHITECTURAL MASTER D.C. CHECKED JOB NO. 901646 -02 APPROVED DWG ND. 9-96-2A15 APPROVED RGV•ISION 2 I S6uE FoR CO 1RAcTVR'S As Issue roR coffer voT1ot-1 RE VIEW APPROVED DATE dI11Q+ KR 1. 2.1Z 8._ RECOKD _PRA 11,4 C INSTALL co vi. S »D AIR SSL130 KG? . 0 f.1 1.141 •RUJ -3 GRu1 -4 • PLAN SCALE: I /8 " =I -o ", REVISION.. S R>=Ft.ACE(2) Ate. INWOW* IAA W TS JM193Zi -a) 1 /It.•91 fl -to.tt TIG r 1DW Lar•ITRoL G2 -1 IJoT'E- : D Remove rue tklsr 49.0 -coNoEn)sc.4_ (ton 'wet- _ NO. 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( n 61- P (- -t o-q02 ,7, &VA u12¢o6 Qu24 e 1?E-e6t4ANT' Lt ^ gE,fOra, 'CpNNrC'rw6 TO 11•U Rkhd NIMT 'RNri use S;% COWU'°' OAJ Tttc'N�U) 69 I e(A tx.) c, LRUA- 1,2, CU -1, 2, iY L COPPER •1.oPE ) ' Pee Pr To 9RA J :5W 9 COPPJSR; K /-- Y2'm COPPER TePB WATEle LO ooLA Note : GRGU - ,4 CAGa FtA.vt co LY Two - IeEFRIUERANT.: _ �o ISEP PL002. 1'4 Corr&R,'1i'P& I/Tt}_ coIJosslo ire_ Ra0bVAI.,..PUHP TRUe rLARK- (' Tr J. 1 I; V± 1. • com -UT SUET I TL_ - PIPING PLAN A It PIPI PERMIT CENTER LAST REVISION RAWL DATE aae wo. 98004 EXPIRED ® ®EF)W FACILITIES DEPARTMENT t4AJL)Ai. AI2 _(b +a , Moors PRE1uR lS fE�f Pb . PLUG) T(PIGAL- --1 RMIIJAI�UN Nor' -- .4 GOIG hI P' v IAG1 ❑ AUBURN, WA.98002 ❑ BELLEVUE,WA.98007 ❑ EVERETT WA . 98201 ❑ KENT, WA.98031 ❑ PORTLAND, OR 97220 ❑ RENTON, WA.98055, ® SEATTLE, WA. 98-124 SEGG P3AR DETAIL. StALC: Nawa 't H -2 ACCEPTABILITYP THIS DESIGN AND OR SPECIFICATION IS APPROVED BY MAx 'MO STEEL PaAR 0u4•T (SIZE VARIES) M-2 C QU I P1 141 L IST : 1. CRGU - 3 TO11 e;OAPUTEl2 goo r.1 GOOLINlI UNJT GOMPLETC WITH Al2 COOLED GONDEIJSER (CU - 1) P�ELOtJ IlO11TEMPa' MODEL NO. &S-1.A Ia ,31, oW J t4 io UI.Irr! JLTN r: HOUNTI J6 °1rAND, AO•U�JTA5LE 70 12 16_ A 4 "a`¢✓' SYSTEM To U-J LUOE HIUH TEMPCRATU_RE 1-lIUI• HUM1DJTY, PAN STATUS WAMPRE5 OR STATU AN O.= AUb1ELE:'ALARM r » -' PROVIDe RE -1oTE ALARM 1A-rL FOR31�?N TT:MPEI?<iTUREi` , AN2 HuMIDIT( UiJIT To HAUL' ELEGTQLG.,R�NEoT., °PAN NP8 -:: HuMIOIPIE2 WITH ELecnzlo, IMMEI251OJ LvJO AUT MA FLUSH GYGL6• PRO'not: •TART -uP 5BRv 01JE YEAR WARRAUN AnIO Fri)LL MAINTBNANGE PAL ERNATC MNU A PAGTURER, "EDPAG " AND I'LOM �Fs A{ "" -.,' - -... _. 2: GR4v -9: ID us0 -1 14a P¢AcSSS ca�nPtFrr3 vl Tv4, AIQ,< 0 _ (oNOtMSea.. C..04 Funk) u D'i1T '" IZ 6TAru4l 79 - S 1 . ter'.... CUM.t R.ECoR.OL'2 FELT 12E- 142A•T ANtl 6TEAil� f'Utb AT�N [1 `:+` NU. DI nee t? ATeo TTY 114,Eao RH++� �f771At5 ®z10 1 r J 5. cu -1+4- , goOpTOP Co- OENt-ER (FOR USE Wrrl4,CR6t1.444 VE) ° COIJIEMR, I MODEL CEAGQ4i4-RATED AT AD,00a_erruH AT 20 ° F TEMPee ' RE OIFFEResIcC. Peovics LOW ANIF5re T` OPI:K4n0.N - To ZERO pro42Eft. 1-1o.). 'T. GI-J G "Xre" - rim0ER5' 5c.vf2E0 -TO TNE- , ", Ts. . - 11 4 - RmFroP A1¢ COOL CoAaolAHM ..>xa- UGtl -- MECHANICAL MASTER BLDG 9 -140.1 ,, ;; u0.ex - T .H Pa(--R4-P PB.EcL'‘ fOaL� COL E -K /I-4 D.C.' CM No. - 109 -140-4002 EXIST. TS 4x4 COL. W/ DIAG. L3x3 BRACING in EXIST. TS 4x4 COL. W/ DIAG. L3x3 BRACING EXIST. W8x31 COL. i 2 -9' REMOVE (2) EXIST. COOLING UNITS AND SUPPORT (2) NEW COOLING UNITS PER MECH. DRAWINGS ON �12" HIGH BASE STANDS 13" ( + / —) HIGH RAISED ACCESS FLOOR REVISION EXIST. (2) CONDENSER UNITS TO REMAIN EXIST. W10x12 CI- NEW MCBx / ZIL. 18.7 FLAT EXIST. W10x12 7 -9" CONDENSER UNIT PLATFORN FRAMING PLAN ON ROOF SCALE: 1/4 "= 1' -0" BASE STAND 'DIM'S (VERIFY W/ MANUF.) 2' 71" 20' -0" // 20' -0" 3' -0A" 3' -9" 3' 0 " '-0" (±) EXIST. TS 4x4 —9" 1 4' -0' COOLING UNIT SUPPORT FLOOR PLAN SCALE: 1/4 "= 1' -0" EXIST. 5" S ON GRADE S500 S500 SLOPE DOWN « @ 1: 2 (6) BASE ,IE's PER STAND TYP B TYP 550 S500 SLIPE DOWN >> @ 1:12 S N 5500 S5 II 12) EXIST. GL 7x 22 -5/8" © ROOF COL. ® RIDGE CAP REMOVE (2) EXIST. CONDENSER UNITS AND SUPPORT (2) NEW CONDENSERS PER MECH DRAWINGS ON MC8 FLAT CHANNELS EXIST. TS 4x4 COL. @ RIDGE CAP EXIST. W8x31 COL. REVISION Br APPROVED (11 MC8 FLAT PER PLAN GALVANIZED) COOLING UNIT PER MECH. DRAWINGS DETAIL SCALE: 1 1/2 "= 1' -0" L PLAN DETAIL SCALE: 3 "= 1' -0" STEEL — FRAMED UNIT BASE STAND PER UNIT MANUF. (SIZED TO SUPPORT UNIT WEIGHT) NOTE: CUT AND PATCH ACCESS FLOOR AS REQ'D FOR BASE FRAME AND COOLING UNIT INSTALLATION. 84" TO OPPOSITE LEG CORNER (VERIFY) 1 " I' 1 ' DETAIL SCALE: 1 '1/2 "= '1' -0 Q�BOE /N�' ALUMINUM LEG W/ FOOT FOR CONDENSER UNIT (TYP OF 4 PER UNIT) MC8x18.7x7' -4" LONG FLAT GALVANIZED (2 PER UNIT) EXIST. W8 BEYOND PER PLAN EXIST. W10 PLATFORM BEAM 5500 S500 (2) 1/2 "0 A -307 BOLTS THRU WEB OF MC8 CHANNEL FOOT OF CONDENSOR UNIT — VERIFY ALL DIMENSIONS W/ MANUFACTURER S50� 0 ATTACH UNIT CABINET TO BASE STAND PER MANUF. TOP OF EXIST. RAISED ACCESS FLOOR EXIST. 5" SLAB ON GRADE (2) 3/8 "0 HILTI KWIK -BOLT II ® 4- 1 /2 "oc. GAGE THRU FRAME 1/2" BASE It INTO SLAB (6 LOCATIONS PER 'BASE', FRAME) ACCEPTABILITY DESIGN AND /OR PECIFICATIONIS APPROVED APPROVED BY DEPT. DATE APPROVED APPROVED 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE UNIFORM BUILDING CODE (1997 EDITION). 2. DESIGN LOADING CRITERIA ROOF CONDENSER UNITS 425 LBS. COOLING UNITS 1860 LBS. WIND 80 MPH, EXPOSURE "8" EARTHQUAKE ZONE 3, Rp = 3.0, Ap = 2.5 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH MECHANICAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 4. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. 5. CONTRACTOR :;:'T.' "_ PROVIDE TEV, CRACING PAR THE STRUCTURE AND STRUCTURAL COlvi'r', N1S UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 6. !'O "TRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM HIS WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND /OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND /OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES OF THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. 7. CONTRACTOR— INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION.', 8. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION: WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER' TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE STRUCTURAL ENGINEER. 9'. INSPECTION: STRUCTURAL STEEL FABRICATION AND ERECTION (INCLUDING FIELD WELDING) SHALL BE SUPERVISED IN ACCORDANCE WITH SECTION 1701 OF THE UNIFORM BUILDING CODE BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE OWNER. THE STRUCTURAL ENGINEER SHALL BE FURNISHED WITH COPIES OF ALL INSPECTION REPORTS AND TEST RESULTS. 10. EXPANSION BOLTS INTO ^..ONCRETE SHALL BE KWIK BOLT II AND THREADED EXPANSION INSERTS INTO CONCRETE SHALL BE SLEEVE ANCHORS AS MANUFACTURED BY HILTI CORP. INSTALLED IN STRICT ACCORDANCE WITH I.C.B.O. REPORT NO. 4627 INCLUDING MINIMUM EMBEDMENT REQUIREMENTS. SUBSTITUTES PROPOSED BY CONTRACTOR SHALL BE SUBMITTED FOR REVIEW WITH I.C.B.O. REPORTS INDICATING EQUIVALENT OR GREATER LOAD CAPACITIES. 11. STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION SHALL BE BASED ON THE LATEST EDITIONS OF THE A.I.S.C. SPECIFICATIONS AND CODES: A. SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS — ALLOWABLE STRESS DESIGN. B. CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES, AMENDED, BY THE DELETION OF THE FOLLOWING SENTENCE IN PARAGRAPH 4.2'1: "THIS APPROVAL CONSTITUTES THE OWNER'S ACCEPTANCE OF ALL RESPONSIBILITY FOR THE DESIGN ADEQUACY OF ANY DETAIL CONFIGURATION OF CONNECTIONS DEVELOPED BY THE FABRICATOR AS PART OF HIS PREPARATION OF THESE SHOP DRAWINGS." 12. STRUCTURAL STEEL, INCLUDING PLATES AND ROLLED SHAPES, SHALL CONFORM TO, ASTM A36, Fy = 36 KSI. ANCHOR BOLTS AND CONNECTION BOLTS SHALL CONFORM TO ASTM A307. 13. ALL WELDING SHALL BE IN CONFORMANCE WITH A.I.S.C. AND A.W.S. STANDARDS AND SHALL BE PERFORMED BY W.A.B.O. CERTIFIED WELDERS USING' 70 KSI WELD METAL. ONLY PREQUALIFIED WELDS (AS DEFINED BY A.W.S.) SHALL BE USED. 14. ALL EXPOSED STEEL SHALL BE HOT —DIP GALVANIZED. ANY FIELD WELDED OR BOLTED AREAS SHALL BE TOUCHED -UP WITH ZINC —RICH PAINT. DRAWN DALE B. KARN 11.8.99 CHECKED J. RILEY 11.8.99 ENGINEER J. RILEY ' 11.8.99 GENERAL STRUCTURAL NOTES (The following apply unless . shown otherwise on the plans) CRITERIA ANCHORAGE STEEL BTDLE STRUCTURAL NOTES, PLANS AND DETAILS BLDG. 9 -140 REPLACE (2) AIR HANDLING UNITS STRUCTURAL MASTER D.C. CURRENT REVISION SHEET JOB N0. SYMBOL S500 793292-00 211 OF N 2 DWG No. 9- 140 —S500 RECEIVED CnY OF TUKWILA T25 1 2 IT. PERMIT CENTER DATE 11.8.9 COMP N0.