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HomeMy WebLinkAboutCO & MULT DOCS - 02-00010 - BYUI Hart Bldg - RemodelCERTIFICATE OF OCCUPANCY City of Rexburg Department of Building Inspection Building Permit No. R- o2 -o4 -o3 Building Street Address: 30o South is West Building Owner: BYU -Idaho Contractor: Ormond Builders, Inc. Description of building or portion of building for which this certificate is issued: Hart Auditorium - Remodel Occupancy: Full This certificate, issued pursuant to tbe requirements of Section 109 of tbe uniform Buitain Code, certifies that, at tbe time of issuance, this building or that portion of tbe building that was inspected on the date listea was tome to he in compliance with the requirements of tbe cone for the group and division of occupancy and tbe use for which tbe proposed occupancy was classi f iea. Water Department Date: November 8, 200 2:1 C.O. Issued by: Building Official There shall be no future change in the existing occupancy classification of the building nor shall any structural changes, modifications or additions be made to the building or any portion thereof until the Building • / revie d and approved said future changes.) State of Idaho Electrical Department - (208 -366 -4830) ❑ Fire Department Occupancy: CERTIFICATE OF OCCUPANCY City of Rexburg Department of Building Inspection Building Permit No. R- o2 -o4 -o3 Building Street Address: 30o South is West Building Owner: BYU -Idaho Contractor: Ormond Builders, Inc. Description of building or portion of building for which this certificate is issued: Date: November 8, 200 C.O. Issued by: Hart Auditorium - Remodel Full This Certificate, issued rsuant to tbe requirements of Section io9 of tbe Uniform Building Code, certifies that, at the time of issuance, this building or that portion of the building that was inspected on t date listed was found to be in compliance with tbe requirements of the code for the group and division of occupancy and the use for which the proposed occupancw was classified. Building Official There shall be no future change in the existing occupancy classification of the building nor shall any structural changes, modifications or additions be made to the building or any y portion thereof until the Building revi , -d and approved said future changes, Water Department Fire Department State of Idaho Electrical Department - (208- 356-4830) El BUILDING PERMIT APPLICATION REXBURG, ID DATE4 /Z/1(4i . NO THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOR THE WORK HEREIN INDICATED OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. JOB ADDRESS F•• -- ,. OWNER BUILDER STRUCTURE: 1_14 11)AF1L O NEW ]REMODEL ARCHITECT O ADDITION O REPAIR PHONE DESIGNER O RENEWAL O FIRE DAMAGE O RESIDENCE O COMM. O EDUCATIONAL O GOVT O RELIGIOUS FOOTINGS O CONCRETE O MASONRY O OTHER REMARKS: DEPARTM VALUE FEE PAID BUILDING INSPECTOR O FENCE O PATIO O CARPORT GARAGE O AWNING INSULATED FOUNDATION O CONCRETE O MASONRY 0 OTHER BASEMENT O PARTIAL O FULL O NO FLOORS 0 WOOD 0 CONCRETE O OTHER EXT. WALLS O WOOD O MASONRY ❑ CONCRETE 0 VENEER 0 METAL 0 STUCCO INT. WALLS ❑ WOOD 0 MASONRY 0 CONCRETE ❑ DRYWALL 0 PLASTER O TILE CEILING ❑ WOOD O DRYWALL 0 PLASTER OJILE OUSTIC ROOF O BUILT UP. O WOOD SH. O COMP. SH. O TILE 0 ROLL ROOF. O METAL HEAT 0 GAS 0 OIL 0 COAL O FIREPLACE O ELECTRIC WHITE -Owner's Copy CANARY - Building Department's Copy PINK - Assessor's Copy GOLDENROD - Inspector O WALLS O CEILING ❑ FLOORS 0 PERIMETER This permit is issued subject to the regulations contained in the Uniform Building Code and Zoning Regulations of Rexburg, and it is hereby agreed that the work to be done as shown in the plans and specifications will be completed in accordance with the regulations pertaining and applicable thereto: The issuance of the permit does not waive restrictive covenants. ENT OF BUILDING & ZONING 0 CASH O CHECK DATE PAID APR - 8 2002 Ap .irt REBURG ADDRESS CITY OF REXBURG, IDAHO APPLICATION FOR BUILDING PERMIT Date of Application 412 Izzcz... Permit No. if e 2 OWNER, Name -644 - JAF4 <=5 Site Address 1-4- APT 7 1.\-t4 0/ 731D OW1 Mailing Address P 10(.0-r 6 t City/State/Zip Telephone/Fax/Mobile CONTRACTOR Name c21:2--PA,G., 4: )1i. 9 IrAO. e1-9, — 2A- 6p3 Mailing Address 4- 71Z, Signature of Inspector NENNIL rat City/State/ZipI 1 4 E5 1 14 Telephone/Fax/Mobile V ( - Z 2.- PROJECT INFORMATION Architect or Engineering Firm Ida.Lic.No. Plan Name i-fteAci2-1 Mt2, it%'00.J $1bdivision Block tflease attadi cupy of leg-al description if uecegi (circle one) Residential/Commercial Government/Religious Descripton (Ea! mples: New House / Addition to present ho e / Commercial Remodel) Square feetS No. of Stories ? Height of Building Basement finished/unfinished Garage sq. feet Patio/Carport/Awning 1 1 What will Structure be used for (including name of business if applicable): __ If used for a multiple family unit please indicate number of units: Total Estimated Cos 7 , 2 Will dwellin e in a flood plain? — Signature of applicant ****************************************************************************** FOR OFFICE USE ONLY UBC M17 618c1 Building Permit Fee *7e3e5-76- Tax Code Zone Plumbing Permit Fee PAID Building Type Digging Permit Fees Linear Foot Charge APR 8 2002 Water & Sewer Fee Plan Check Fees ,7 WT en OF REXBURG 75" Excavation & Earthwork: Concrete: Masonry: Roofing: Insulation: Drywall: Painting: Floor Coverings: Plumbing: Heating: (N41.0' \ N\ Al Electrical: Roof Trusses: Floor / Ceiling Joists: Cabinets: Siding /Exterior Trim: Other: SUBCONTRACTOR LIST SPECIAL CONSTRUCTION (MANUFACTURER OR SUPPLIER) MINE Prepared For: Heath Engineering Sold To: Bingham Mechanical, Inc. 4400 South Yellowstone P.O. Box 2082 Idaho Falls, ID 83402 Qty 5 Naji Khoury Trane Company 2817 South 1030 West Salt Lake City, UT 84119 Phone: (801)486 -0500 Fax: (801)486 -0752 Subrnittal Date: March 28, 2002 Customer P.O. Number: Customer Project Number: Job Number: Job Name: HART EVENT CENTER REMODEL ( MECHANICAL ) BYU -IDAHO REXBURG, ID 83460 -0001 The Trane Company is pleased to provide the enclosed submittal for your review and approval. Product Summary Product ICE STORAGE TANKS (IB -1 THRU IB -5 ) The Trane Company A Division of American Standard Inc. The attached information describes the equipment we propose to fumish for this project, and is submitted for your approval. w E BANK' � Thermal Energy Storage Calmac Manufacturing Corporation 101 West Sheffield Avenue Englewood NJ 07631 -4880 201 569 -0420 / 212 586 -5178 INSULATED EXPANSION AREA THERMAL BARRIER POLYETHYLENE TANK SPACER STRIP 0.032" ALUMINUM OUTER SKIN 2" E.P.S. INSULATION 31" ± 1" OF HEADER 2" Flange Connections HEADER COWL I -10't..l " INSPECTION AND FILL PORT 5"± 0.5 Technical Bulletin Ice Bank Detail Model 1190A November 1999 CS -5 NOTE: ALLOW 36" OVERHEAD CLEARANCE FOR SERVICE. 101" +0.0" -1.0" CA6MAC ■ ICE NK Technical Bulletin BANK® Specifications Model 1190A 111 Thermal Energy Storage June 1999 Sub-7 Calmac Manufacturing Corporation 101 West Sheffield Avenue Englewood NJ 07631 -4880 201 569 -0420 / 212 586 -5178 Total Storage Capacity (28/58F), Ton -Hrs. Latent Storage Capacity, Ton -Hrs. Sensible Storage Capacity (28/58F). Ton -Hrs. Maximum Operating Temperature, °F Factory Tested Pressure, PSI Maximum Operating Pressure, PSI Dimensions (O.D. x H), Inches Shipping Weight, Lbs. Weight, Filled, Lbs. Floor Loading, Lbs. /Sq. Ft. Volume of Water/Ice, Gals. Volume of 25% Glycol Solution in HX, Gals. Diameter of HX Tubing, In. O.D. Inlet/Outlet Flange Connections, Inches Internal Header Pipe Size, Inches General The thermal storage system shall be modular in design so that its capacity can be increased at any time by increments as little as 82 latent ton- hours. It shall be a closed circuit system including package glycol chiller unit(s) and separate modular ice storage tanks as indicated on the plans. The chiller unit(s) and ice storage tanks shall be provided by a single organization. This organi- zation shall have factory trained service technicians who will be responsible for the start - up and first year service for the system The therm storage Jystem equipment must have b een�employed in at least ton -hours or more capacity all of which have operated successfully for five year GUIDE SPECIFICATION 190 162 28 100 150 90 89 x 101 1,950* 16,765 388 1,655 148 5/8 2 2 CALMAT ICE BAN K® Thermal Energy Storage Technical Bulletin Suggestions for System Design August 2000 CS-10 Calmac Manufacturing Corporation 101 West Sheffield Avenue Englewood NJ 07631 -4880 201 569 -0420 / 212 586 -5178 1. The system should be filled with a coolant (anti- freeze) solution of approximately three parts water to one part ethylene glycol (25% mixture). The solution must be thoroughly mixed in a separate container before it is put into the system. If the coolant is not mixed thoroughly, small volumes of water may freeze up in the system. Water left in the system after flushing may lead to two problems: A. Dilution of the coolant solution. B. Unmixed water and glycol which could result in freezing. Use a refractometer or equivalent to test the solution's glycol concentration after the system has been filled and circulated for 24 hours. If the solution's glycol concentration is less than 25% or freezing point above 11°F, draw off a sufficient amount of mixture and add pure glycol to achieve a 25% concentration. 2. Union Carbide UCARTHERM, Dow DOWTHERM SR -1, HOUGHTON Chemical Wintrex; or equivalent ethylene glycols are recommended because they contain proper corrosion inhibitors. Automotive anti-freeze is not recommended because it contains agents which can foul and reduce 'the life of heat exchanger internal surfaces. Most chemical companies offer free sample analysis of their prod- . . uct on an annual basis (available from Calmac). 3. Connections to the Model 1190A, 1098A and 1082A tanks, from the main headers, should be made with flexible connectors, such as 4 -ply braided rubber hose with a 360 PSI burst pressure. Connectors should be long enough to permit one inch movement in all directions. This is so the headers can move freely, restricted only by the tank cover. Each factory made connection to the hose barbs are double - clamped with heavy duty worm gear clamps to specified torque. This is 120 in/lbs for the clamps with Calmac- supplied braided rubber hoses. Other types of clamps can have a wide range of torque require- ments to create the same clamping tension. Consult the clamp manufacturer for this information 4. For ease of system start up and maintenance, a full -flow valve should be put in the supply and return lines of each Model tank, on the system side of where the removable flexible connectors are required. The valves should be located on the system side of the connector. There is no preferred inlet or outlet header connection, however it is required that flow always be in the same direction, i.e., charge and discharge. 5. A reverse return (three pipe) header system may be needed in certain applications, such as large, mul- tiple tank installations. 6. All standard piping materials are compatible with the storage system. All system piping must be insu- lated. Since the liquid lines run cooler than chilled water systems, the thickness of the insulation may need to be greater than normal to avoid condensation. 7. System leak protection should be provided. A low liquid level switch in the expansion tank or a press sure switch at the high point of the building are recommended to alert operators. Since the heat trap solution is valuable, it is recommended that two levels of alarm be installed. The first level just al the operator of a low liquid situation. A second level (lower pressure or liquid level) should turn off system and close automatic valves to isolate the tanks and other components in the system. This wi conserve glycol if a major leak should occur in the system. Refer to Calmac's GMS liquid pressuriza- CALMAC ICE BAN K Thermal Energy Storage Calmac Manufacturing Corporation 101 West Sheffield Avenue COMPONENT 1. TANK 2. TANK COVER 3. TUBES 4. SPACER STRIPS 5. HEADER PIPES 6. HEADER FITTINGS 7. TANK INSULATION 8. TANK LINER 9. TANK BASE Technical Bulletin Materials of Construction August 2000 CS-8 Englewood NJ 07631- 4880 201 569- 0420 / 212 586 -5178 ICEBANK® THERMAL STORAGE TANKS ARE CONSTRUCTED WITH THE FINEST MATERIALS THAT COORDINATE STRENGTH, CORROSION RESISTANCE AND COST EFFECTIVENESS. MATERIAL 0.032" ALUMINUM SHEET AND ALUMINUM FRAME POLYETHYLENE WITH POLYURETHANE INSULATION POLYETHYLENE POLYPROPYLENE POLYETHYLENE POLYETHYLENE EXPANDED POLYSTYRENE VINYL POLYETHYLENE AND /OR EXPANDED POLYSTYRENE INSULATION CALMAC ■ BAN T echnical Bulletin ICE K � � Thermal Energy Storage FieJan Connectors CS-36 Calmac Manufacturing Corporation 101 West Sheffield Avenue Englewood NJ 07631 -4880 201 569 -0420 / 212 586 -5178 Specification Calmac IceBank® Tank FLEXIBLE CONNECTORS Calmac Flexible Connectors are specifically designed for Models 1082, 1098 and 1190 Ice Bank® tanks to permit the "one inch of movement in all directions" as required in the writ- ten tank specifications. -The flexible connectors are comprised of 36, 48 or 60 inches of rein- forced rubber hose, factory fitted on both ends with 2" plastic flange connections, secured with two stainless steel hose clamps. The proper installation of these flexible connectors has a min- imum of 22% degrees and a maximum of 90 degrees bend in the hose. This allows for motion in the axial direction with stresses being held to a minimum. The Flexible Connectors shall be constructed such that when connected to the tank, the connection points shall be able to move freely one inch in all directions. The flexible connec- tors must withstand a minimum operating pressure of 90 psi and a minimum burst pressure of 360 psi. Header pipes on the system side of the connector shall be supported to avoid added stress on the connectors. 1" free movement in all directions Flange Flexible hose \ 28 1= 0 0 a 26 2 w 1- 1- Z 0 24 0 U w cc = 22 ( - Lu U Q 20 Model 1190 Charge Data 30 18 0 .. ................ ..............Z ..u.............. . ■. .............................................. 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NmN ■■ N■NN■ ■■ANN =MEN =IMMUNE NN1NN N ■•NNE NN NNNN■ MINIM MINIM= N■NN■■ ■■H ■NN =MEN NN1►■■■■■ N■■■ ■1■■ N■ ■ ■N■■ ■■N■NN N■Nn■N =MOM NN■■■■■ ■unim ■■ \ ninmmo ■■ U■nu■■m■ Nmanimuni N■■■RR■U ■1111 ■■■■■ ■■1■/N■■■ ■INEMEN■ NN ■ ■\7■■ N11■I■■■ I■■ ■NN ■■ =MIME ■INI■um NN■ ■ ■.\■■ N■■.■■ ■■ NM■E IM■�■■N■ N■ ■■NN N■■■■■■\ ■ ■l��i���Y ■■■■I■■■■■ MIME ■■N ■N■■■ NNI■ ■ ■.' nIN■I■ ■■ NIN ■N■■ MEN= ■III■ ■IN NNI ■I■■i V■II■I■■■ S>I■ ■■ ■f■■ ■■N ■N ■N N■■■ ■■N N■■■■■■■■ \ \ ■N■N■■ ■11■IN■■■ ■■>>INN n■N■ ■■■■ ■INI ■I■■■ ■►711■=■■■ N■iII■ ■■• ■■■■■A■N •■■I■■n■ n■I■■ ■■■■ n►I■n■>•■■ _4 4 - 4 4 4 4 _ 4 - 4 4 • 4 - ■ 4 4 • 4 • • 4 • 4 41 4/.111■ - 4 4 4 ■•••• 4 ■10► 4 4 4 0 18.1111100- 4 _ 4 41 111.■ 4 4 4/1► 4 4 11 4 4 411 1■10 0 .4 _ 4 ■1110.4 4 • ►4 ► 4 4 - 4 4 4 4 ► 4 - 4 • 4 - 4 a 4 4 ► 4 4 ® 4 I J1I1111,61,I 1I,I,I,I,1,11111,I,11111111I,I1I,1,I1111 CALMAC FIVE YEAR HEAT E CHANGER ICE BANK® MATER AL REPLACEMENT 1. CALMAC Manufacturing Corporation, Englewood, N.J., warrants CALMAC ice storage equipment to be free from defects in material or workmanship under normal use and service. CALMAC's obligation under this warranty is expressly limited to replacement of equipment originally supplied by CALMAC which proves defective within one year from the registered date of original installation, or 18 months from the date of shipment from the factory, whichever occurs first. The costs of field labor and shipping are the responsibility of the purchaser. 2. For the following four years, after one year from the registered date of original installation, or 18 months from the date of shipment from the factory, whichever occurs first, CALMAC will supply replacement parts for the heat exchanger within the CALMAC ICE BANK tank if found to be defective under normal use and service. 3. For the following nine years, after one year from the registered date of original installation, or 18 months from the date of shipment from the factory, whichever occurs first, CALMAC will supply a replacement tank container if found to leak under normal use and service. The tank lid, base, field labor and shipping are not included in this warranty. 4. This warranty does not apply to: a. Leaks caused by improper handling of equipment in transit or installation. b. Leaks caused by overpressurizing the heat exchanger (other than an approved installation pressure test). c. Damage caused by failure to follow approved installation procedures described in CALMAC Installation Manual and supplementary instructions for buried tanks. d. Damage by acts of God, casualty, catastrophe, fire, explosion, floods, hail, tornadoes or earthquakes. 5. If a problem covered by the warranty arises, the purchaser should notify the representative from whom the tank was purchased. 6. This disclaimer and limited warranty agreement is expressly in lieu of any and all repre- sentations and warranties expressed or implied, including any implied warranty or mer- chantability or fitness for a particular purpose, whether arising from statute, common law, custom or otherwise. The remedies set forth in this disclaimer and limited warranty agreement shall be the exclusive remedies available to any person. No person has any authority to bind CALMAC to any representation or warranty other than this disclaimer and limited warranty agreement. 7. CALMAC shall not be liable for any direct, consequential or special damages resulting from the use of these products or caused by any defect, failure or malfunction of the products whether a claim for such damage is based upon warranty, contract, negligence or otherwise. In no event will CALMAC's liability exceed the amount of money paid to CALMAC for the particular item involved. • I CALMAC CA L M AC MANUFACTURING CORPORATI ■. '101 W. Sheffield Ave., Englewood, N.J. 67631 4880. (201) 569 -0420 1 1 1 1 1 1 1 1 1 1 1 1 ci 1 IIIIIIIIIII ■ := ► _ ► ■•■■• o o p - • o • ► i p . s • ■ • • CAL MAC ICE B A N K II � Thermal Energy Storage CALMAC ICE INVENTORY METER LL -102 Technical Bulletin Specifications • LL -102 Ice Inventory Meter November 1999 CS-35 Calmac Manufacturing Corporation 101 West Sheffield Avenue Englewood NJ 07631- 4880 201569 -0420 / 212 586 -5178 The Calmac Ice Inventory Meter Model LL -102 measures the quantity of ice in the IceBank® Thermal Storage Tank and provides both a visual indication and an electronic signal (4 -20mA) suitable for remote monitoring. No electric connection to the IceBank® tank is required as the instrument measures only the pressure supplied by the air pump, included in the NEMA -3R weather resistant enclosure. The 4" analog type visual indicator is factory calibrated at 0 to 100% and the 4 -20mA signal is also factory adjusted to this same range. No field adjustment of the analog meter or electronic transducer should be necessary. However, it is required that the measure- ment probe (air supply tube) be properly mounted and positioned in a tank cover. An adjustable compression fitting, which must be threaded into a drilled hole in the tank cover, is supplied for this purpose. Typically, only one tank in an installation is monitored. Special adapters are supplied for meters installed on buried tanks. The inventory meter can be mounted up to fifteen feet from the IceBank® storage tank with the special twin tube supplied. Longer lengths are available by special order. The instrument is accurate to within +1- 5% and is useful for executing more sophis- ticated control strategies that require knowledge of remaining ice inventory. The instrument is not intended to be used as an indicator of full charge for the purpose of terminating the ice building process. Please refer to the Performance Data section of the Calmac catalog for a description of the procedure for controlling the ice - making mode. I. Determine type of storage system. The type of storage system, e.g. partial or full storage *, chiller or ice priority, with or without eutectic salts, etc., is generally determined by economic and site considerations, such as utility rate structures, acceptable payback, retrofit vs. new construction and available space, to name a few. Since chiller sizing and tank selection are straightforward for full storage, we will choose a partial storage, chiller priority system for our example. 11. Establish a system configuration. There are three basic system designs: 1. Series flow, storage upstream. (Figure 1.) Recoverable cooling storage is maximized but chiller inlet temperature is depressed. Control strategies and piping are simplified. 2. Series flow, chiller upstream. (Figure 2.) Chiller operates at a very high capacity and efficiency. Recoverable storage is decreased slightly. Also provides simplified control and piping. 3. Parallel flow. (Figure 3.) Both chiller and storage receive the benefit of high return temperature liquid. Chiller operates at high capacity and efficiency and recoverable storage is maximized. System pressure drop is reduced although controls and piping can be more complex than for series systems. For our example, assume a series flow system, chiller upstream, with 45F supply and 60F return temperatures. Figure 1. Series flow, storage upstream. Figure 2. Series flow, chiller upstream. Figure 3. Parallel flow. TYPICAL ICE STORAGE DESIGN RELIEF VALVE RELIEF VALVE V PUMP IS ACTIVATED ONLY OR WHEN VALVE IS C CA AL LLING FOR COOLING. September 1995 Sub -1 III. Determine System Ton -Hours (STH). Required ton -hours for the daily cooling period are calculated as follows: Where Design Load = 1000 tons, Diversity = .85, and Number of Cooling Hours (occupied period + precool hours) = 10. STH = Design Load x Diversity x Number of Cooling Hours STH = 1000 tons x .85 x 10 hours = 8500 ton -hours Alternatively, if hourly building loads are available from a building load profile, as in Figure 4, these can be summed up to give total System Ton - Hours. 1000 in O 800 O • 600 0 -J • 400 z o 200 0 U 0 12 ( 1 1 1 AVERAGE LOAD — 850 TONS 1 1 1 1 — CHILLER WITH —COOLING —STORAGE = x _ 478 TONS I I III CONVEN CHILLER =1000 T ONS 3 6 Figure 4. Building Load Profile. 9 NOON IV. Determine Nominal Chiller Size (NCS). All chiller capacities are referenced to standard conditions. Therefore, the chiller tonnage calculated for this section is the . required capacity at standard rating conditions, not ice making conditions. Basically, we are looking for the chiller whose total capacity— daytime cooling + ice making —will equal the total system ton -hours required. 1. From manufacturer's data, determine the chiller's capacity at ice making condition (usually about 25F LCWT and 31 F RCWT) as a percentage of its standard or nominal capacity (CAP i A 1000 - ton chiller that produces 650 tons at ice making conditions would be rated at .65. This is the figure we will use in the example. 2. Determine, from manufacturer's data, the chiller's capacity, as a percentage of its nominal capacity, for daytime cooling conditions (CAP occ)• Depending on system design, this number can be in excess of 1 or, for severe design conditions, may be slightly less than 1. For the example, a value of 1 will be used, which means that a 1000 -ton nominal chiller will provide 1000 tons on a design day. 3. Determine the number of hours available to make ice. This will be dependent on the building's unoccupied period, utility off-peak periods, on- peak/off -peak rate differentials, etc. We will assume 12 hours for ice making. 4. Calculate minimum Nominal Chiller Size (NCS): NCS = System Ton -Hours (CAP ice x Icemaking Hrs.) + (CAP occ x Cooling Hrs.) NCS = 8500 Ton-Hours = 477.5 Tons (.65 x 12) + (1 x 10) For Full Storage, use 0 for Cooling Hours in the equation above. V. Calculate the required number of Ice Banks. The storage tanks must first be rated for the particular system conditions. This procedure is demonstrated on the bottom of page 3 in the example for a Parallel Flow system. For our Series Flow example, we must calculate the temperature leaving the chiller and entering the tanks. At 1000 tons and a load At of 15 degrees (60F - 45F), the system flow rate for peak conditions will be: GPM = Tons x 25.5 = 1000 x 25.5 = 1700 6 9 12 At 15 The chiller At will be: �t = Tons x 25.5 = 477.5 x 25.5 = 7.16F GPM 1700 The temperature of the fluid entering the tanks will therefore be 60F - 7.16F = 52.84F. The leaving temperature will be 45F. For 52.84 inlet and 45F outlet temperatures and a .85 diversity, the storage tanks (Model 1190) will deliver 163.4 ton -hours at a 19 ton rate. The required storage is equal to the system ton -hours less the contribution of the chiller during the cooling period. The required • Discharge Data 200 z 0 40 odel 1190 _ i / ■ ■■■■■■■ /%// ■�■%■ ■ /1 ■1111M1 ■■■■■ ■%IMI/=%1111/% ■■ ■ ��� ■ ■ ■ ■ /. % /���I De NOT EXTRAPOLAT= IN THIS A - EA ■■ ■■%■■ /.■■ ■i% / ►.I /I /%/ /I % % ■■%■ESi %—■�' i■ram %■% mim■�// / / / / / / /MIRMI! crA ■ ■ ■■ / / / / //' ■■■■■■ ■■■■ i ./% ■■■■ ■■■■■■ ■ ■■■■ ■ ■ ■■■ 2 Model 1190 Total Capacity 190 Ton -Hours Constant Inlet Temperature -45F (T in) Constant Discharge Rate (Q) (O 2$ November 1999 Sub -22 3 4 5 6 7 HOURS OF DISCHARGE (OCCUPIED HOURS + PRECOOL HOURS) X DIVERSITY FACTOR Constant System Flow (GPM -sys) For 25% by volume EG /H GPM - = 25.5 x (Q) (Tin - TB) DISCHARGE RATE, TONS (Q 2b 2 2 8 9 10 12 Model 1190 0 120 0 0 80 z Discharge Data 200 160 40 2 Model 1190 Total Capacity 190 Ton -Hours Constant Inlet Temperature - 50F (T in) Constant Discharge Rate (Q) • o Constant System Flow (GPM - sys) For 25% by volume EG /H GPM - = 25.5 x (6) (T in - TB) November 1999 Sub -23 DISCHARGE RATE, TONS (Q) 3o (ti) (5 2), 22 ■■ ■ ■■ ■ %■/ ■■■I ■ ■II■■/.m ■%/=/ %■I ■■■ ■ ■/ ■ ■%■■■%■/■ ■■■■ % /%I ■i- ■ ■ ■■ ■I ■I/ ■ ■1%■/ ■ ■■ 1111E4 ■ ■ //1111M■ /IFO /SI ■- ■ ■II■ /I ■■%■L !i /i /STIi ■I ■II/ / ■rAlri :./I�iI/./Mm/m/ III a/% un:I ar : :44o /_ iw/ %P!!' 4 ■ ■1PW - /. %,CIS'% /. %M %■PMi/ % ■/ AVAR'i/'/.�! M/!i!ii/ % ■■■ 4MO21 �:1olk r�l /_%1Z ■ ■■■ra■■ '%r.% % /!�!,�1 2 idi / �.' Zr / %.!4.:�!i■ / //�■ ■ ■ ■■ ■ ■■■ % %rA %' % ■ ■■■ ■ ■ ■■ ■ ■■ 4 5 6 7 HOURS OF DISCHARGE (OCCUPIED HOURS + PRECOOL HOURS) X DIVERSITY FACTOR 8 9 10 z 0 200 160 3120 0 c 0 80 40 DISCHARGE RATE, TONS (0) (b0 rib 2 6 2)` ■■ ■■III ■II ■.■ DO N.T EXT PO A T IN HIS REA ■■ ■III ■I / ■/ ■■ ; ■!��'�":_— ■■ ■III ■ ■ ■`�►'m_..•� /����� �i!!i- �■'�'�'�'�'_ ■was ursserwarem %or.%i•Amo ' -- ■I/I/ia/MO AP rll MISMl, %101 ■ RI%AKO l ar∎I d %leNI IMATo— •■ I/ %r/ /% /wJt'nsonl /Moro it '/,/IMETO, / //_r M' /%%PIs, / /%'/ mcweasano■■;■!■■;■■ //,% % % %%!■ /% %''■ ■ ■■■ ■ ■■■ /iiIIIIIIE //%%■111■ ■ •■ ■■ ■ •■ ■ ■ ■ ■ je % ■ ■ ■■ ■ ■■ ■ ■ ■■■ ■ ■■ ■ Model 1190 Total Capacity 190 Ton -Hours Constant Inlet Temperature -60F (T in) Constant Discharge Rate (() 3 November 1999 Sub -24 5 6 7 HOURS OF DISCHARGE (OCCUPIED HOURS + PRECOOL HOURS) X DIVERSITY FACTOR _ 4 Constant System Flow (GPM -sys) For 25% by volume EG /H GPM - = 25.5 x ( (T in - TB) 8 10 12 LATENT C The Latent Charging. Data curves provide the designer with accurate brine temperature requirements for the ice - making period and therefore the operating conditions of the chiller. These curves assume that no Toad, other than storage, exists during the charge period. The curves apply only to the latent storage capacity or approximately 85% of the nominal capacity of the storage tank. Step 1 — Calculate the charge rate per tank ( Tons/Tank): Ton -Hours of Storage Required Tons/Tank No. of Tanks x No. of Hours for Ice - Making For'partial storage systerns, some estimate of chiller performance is usually necessary to calculate the required storage initially. Therefore, a reselection may be required for the proper chiller. Step 2 — Determine flow rate per tank or the temperature rise of the brine through storage (Delta t). Step 3 — From the calculated Tons/Tank, draw a vertical line upward to intersect either the flow rate per tank or the temperature rise of the brine through storage. This is point A, the average operating point of the chiller. Step 4 — Read horizontally from this point to the vertical axis where the Average Charging Brine Temperature (ACBT) to storage can be found. Step 5 — Using the temperature from Step 4 and charge rate from Step 1, enter Table 3 to locate the Minimum Charging Brine Temperature. This is the brine temperature supplied by the chiller at the end of a complete charge period. Step 6 — Using manufacturer's data, with suitable adjustments for glycol use and variations in Delta t, chiller performance can be superimposed on the charging curve. The chiller performance line should pass through or to the right of the average operating point (point A) selected in Step 3 *. Do not forget to adjust for other losses, such as energy input from pumps and heat transfer through piping. 30 1- m 28 w cc m w W 26 H z 24.6 C7 24 0 cc 0 C cc 22 r Q 18 0 10113.3 15 HARGING DATA HARGING RATE (TONS/TANK Example: Four Model 1190 LEVLOAD tanks 640 ton -hrs of storage required Twelve hours to charge Six degree desired charge Delta t 640 Ton -Hours 13.3 Tons/Tank 4 Tanks x 12 Hours 2. Six degree Delta t. 3. Locate point A on Model 1190 Latent Charging Data Curve .g 4. Read to the left to find 24.6° F ACBT. The return temperature 7 to the chiller will therefore average 24.6 + 6 = 30.6 5. Enter Table 3 with 24.6°F and 13.3 Tons/Tank. Interpolate to find minimum required temperature of approximately 22.0°F. }3 � 6. From chiller manufacturer's data, for 25% ethylene glyco and 6° F Delta t and our design condition (after adjusting for other ; losses) we find: 30 degrees LCWT — 62.9 tons 25 degrees LCWT — 57.0 tons 20 degrees LCWT — 51.5 tons or Septem Sub' 2 62.9 tons /4 tanks = 15.75 tons/tank at 30 degrees 57.0 tons /4 tanks = 14.25 tons/tank at 25 degrees 51.5 tons/4 tanks = 12.90 tons /tank at 20 degrees Plotting these points on the Charging Curve shows that the chiller is capable of charging the tanks to the required capacity in the allowed time period. *Note: Some centrifugals may experience severe capacity reductions as the final charge temperatures are approached (see Steps 5 and 6). 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It is not the intent of this guide to exclude sound and proven methods of installation by contractors who have, through experience, developed an efficient method of installation expertise. All work must be performed in accordance with LOCAL, STATE and NATIONAL codes. After reading this manual, if any questions arise, please call your local representative, Calmac's Applications Engineering Department at 1- 201 - 569-0420 or e-mail info @calmac.com. I. GENERAL A. Module Description. The storage mod- ule consists of a plastic tank full of water (ice in the charged state) in which a specially designed heat exchanger is immersed. The heat exchanger con- sists of a coiled mat of plastic tubes, which are spaced evenly throughout the entire volume of water. The unique spiral counterflow configuration allows ice to build up evenly throughout the tank without tank damage. An empty space is provided above the heat exchanger for expansion of water during freezing. B. Model Types. The tank model numbers are appended with suffixes to specify different con- figurations. The complete model number can be found on the rating plate located on the tank cover adjacent to the connections. C. Damage in Transit. Upon receipt of the shipment of this equipment, inspect all tanks and packages for external damage. If external damage is noted, mark the number of damaged items and Table 1. 1082A 1098A 1105A 1190A 11900 1320C 1500C 890 1,060 1,275 1,950 2,000 4,000 6,000 8,455 10,100 10,760 16,765 16,890 34,000 50,600 283 234 360 388 391 391 391 24 24 36 36 36 36 36 2 the nature of the damage on the delivering carrier's waybill and request the services of an inspector. Since all materials are sold FOB factory, it is the responsibility of the consignee to file claim with the delivering carrier for equipment receiv in damaged condition. Normally, claims for any and all damages should be filed with the freight company within five working days of the receipt of shipment. II. SITE LAYOUT A. Floor Loading. When filled with water the tanks are quite heavy. Consequently the struc- ture supporting the tanks must be capable of bear- ing this weight. Refer to Table 1 for the filled weight of each tank model and required floor load- ing strength. The plastic bottom of the tank must be level (1/4" over the tank diameter) and supported over its entire area. For all "C" Model tanks (See Section III.B.2.) the adjoining tanks must be on a continuous level surface. B. Partial Burial. Partially burying the tanks in the ground is permissible as long as on ,""\ foot of the tank protrudes above ground level. tanks must be installed on a concrete pad which is level and completely supports the bottom of the tank. (See Specifications for Partially Buried Tanks, #CS -3). Tanks designed for total burial are also available. C. Roofs. Tanks can be installed on roofs however they may need to be spaced apart so that maximum structural loading is not exceeded. Follow the instructions of a structural engineer regarding the distribution of the tank floor loading. Tank Model Number Shipping Filled Weight Weight Lbs. Lbs. Floor Loading Lbs/Sq. Ft. Overhead Clearance Inches Fork Required Pure Glycol Required Lift Coolant Added Biocide Slots Gals. to Water in Oz. HX, Gals. Yes Yes Yes Yes No No No 78 90 99 148 157 315 470 25 30 32 50 52 105 155 16 16 16 16 16 32 48 D. Service Access. No service access is required around the sides of the tank beyond what is needed for proper headering. Refer to Table 1 for the required overhead clearances for each model tank. III. TANK INSTALLATION A. Insulation. All tank models, except for "CV" Model tanks, are shipped with integral insu- lated bases installed. A "CV" Model tank is pro- vided with separate base insulation pads. Additional base insulation is not required. B. Moving the Tanks. The tanks are heavy even when empty and two people, with help of a forklift or crane, are generally required to move them . All standard rigging procedures and safe- ty rules for lifting heavy objects should be fol- lowed at all times during lifting even if not detailed in this manual. 1. "A" Model Tanks. Model 1082A, 1098A and 1190A tanks all have forklift slots incorporated into their bases to facilitate moving the tanks. Forklifts must have forks or extensions at least 72 inches in length. Forklift operators must take care not to ram the tanks with their forks when picking the tanks up. This type of handling could puncture or otherwise damage the tanks. When using a crane to move an "A" Model tank into position (when not purchased with option- al lifting eyebolt), put two 30 -foot long, 3 -inch wide "choker" straps — each 180° apart — around the midsection of the tanks. As the crane starts to lift, the straps will slide up about a foot, tighten around the tank, grip and then hold the tank. The tank can then be maneuvered into position. 2. "C" Model Tanks. These tanks consist of one, two or three individual modules which have main headers built into the cover. Models 1320C and 1500C tanks must be rigged into position with a crane and a special rigging bar available from Calmac. (A standard spreader bar can be used on the Model 1190C). When moved, they must be gifted as a single unit. Each module is equipped with 2 hoist rings. Normally, one rigging bar is 3 shipped with each job. Lifting hooks are provided and packaged separately. Insert the provided clevis pins through the approppriate holes in the rigging bar, capturing the hooks between the steel channels (Figures 2a, 2b & table 2). Lock the clevis pins in place by inserting a cotter pin. Lifting cables cables should be attached to the rigging bar as shown in Figure 2A & 2B in accordance with table 2. The rigging bar should be placed on top of the ice tank unit and the lifting hooks secured to the tank hoist rings. If either the Model 1320C or Model 1500C ICE BANK® units must be temporarily set down, prior to its final placement, it should be placed on a clean, flat and reasonably level surface. NOTE: When setting tanks down be sure spacing between tanks is uniform. This is done by assuring tanks are level and not swinging during placement on pad. For Buried ICE BANK® tanks, refer to the Buried Tank Installation Manual IB -152. 3. "CV" Model Tanks. The "CV" Model tanks are handled in the same way as outlined for "C" Models. However, due to height limitations for international shipping, the insulation for the base of the tank is shipped separately. For handling instructions, please contact your local representa- tive. IV. PLUMBING PROCEDURES: A. General. There is no preferred inlet or outlet header connection to the tank, however, flow must be in the same direction during charge and discharge. NOTE: The plastic heat exchanger is limited to 90 PSI internal pressure. If higher pressures are involved, a heat exchanger must be used to isolate the storage tanks from the higher pressure. A back pressure relief valve must also be installed in the system to assure that pressure does not exceed 90 PSI. Flange manufacturers recommend that when installing flanges, the flange bolts with washers be torqued to no more than 60 ft. lbs. and that the standard tightening pattern be used to prevent leaks or damage to the flanges, except as noted in Section IV.A.1. TABLE 2 LIFTING PINS DESIGNATION MODEL PIN #'S FOR LIFTING HOOKS 1320 1,2,3,4 7,9 1500 1,2,3,4,5,6 8,10 PIN #'S FOR LIFTING CABLE 7 9 4 CLEVIS PINS FOR LIFTING CABLE AND LIFTING HOOKS 1 0 COTTER PINS FIGURE 1 FIGURE 2A MODEL 1SOOC FIGURE 2B MODEL 1320C Figure 3 SAME END SUPPLY /RETURN ASSEMBLY OPTIONS FOR MODELS 1190C NOTE FLEXIBLE CONNECTOR ON 4 TANK ASSEMBLY 1. "A" Model Tanks. The connections on the tanks are 2" flanges for Models 1082A, 1098A and 1190A. Calmac requires that connections to Model 1082A, 1098A and 1190A from the main header must be made with flexible connectors. Connectors should be long enough to permit one inch of movement in all directions. This allows the headers to move freely, restricted only by the tank cover. Calmac supplies as an option, flexible con- nectors, using 2" PVC flanges. The maximum torque for these flanges is 30 ft. lbs. See Specifications Flexible Connectors CS -36. The burst pressure must be a minimum of 360 PSI. Each hose connection must be double clamped on each end with heavy duty worm gear clamps to specified torque (120 in. lbs. for Calmac sup- plied flexible connectors). Full flow service valves should be installed in the supply and return lines at each tank on the system side of the flexible connector. 2. "C" Model Tanks. External pipes must be located in such a way that the internal header 5 NOTE FLEXIBLE CONNECTOR OTANK ASSEMBLY 3F 4F OPPOSITE END SUPPLY/RETURN 4F pipes are not pulled from their normal, at rest posi- tion. Using flange bolts to pull tank flanges to sys- tem piping may cause internal damage. Models 1320C and 1500C have 4" flange connections but do not need field installed flexible connectors. Model 1190C tanks can be bolted directly to each other at the 4" flange connection. See Figure 3. However, do not connect more than three Model 1190C tanks directly to each other without an intermediate flexible connection that will allow 1 1/2" to 2" of axial motion. B. Flushing. All field constructed piping systems should be flushed thoroughly, before fill- ing with the coolant, to remove weld slag, flux, debris etc. from the piping. It is a good practice at this time to valve off all heat exchange devices that are not protected by a strainer so that small pas- sages do not become plugged. The ICE BANK® tanks should also be valved off. It is a good prac- tice to carefully monitor the amount of water need- ed to initially fill the system for flushing. This may be useful for ordering a more accurate amount of coolant (after ICE BANK® tanks and associated piping volumes are added in). Once the system has been thoroughly cleaned, the system should be totally drained of water. C. Hydrostatic Testing. Hydrostatic tests are normally done on all piping systems. If a hydrostatic test is specified before coolant is put in the system, the tanks should not be part of this test and should be valved off. This is because if pure water is pumped into the heat exchanger it cannot be removed. After the successful completion of the test, drain the system and add premixed glycol to the system as described in Section IV. D. If the specifications call for a complete hydrostatic pressure test of the entire system, including tank heat exchangers, completely fill sys- tem with glycol/water solution and remove air. Then increase air pressure in the expansion tank up to the hydrostatic test pressure (maximum 150 psi). After 30 minutes close off all valves on each tank and let sit for the prescribed period of time. Monitor system pressure as tank valves are sequen- tially opened. Liquid level and/or pressure switches in the expansion tank are recommended to alert operators of a shortage of liquid in the system. Since these systems contain a valuable heat transfer solution, steps should be taken to prevent the loss of the liq- uid. The tank farm as a whole should be capable of isolation by valves. A two -step alarm, triggered by either low liquid level in the expansion tank or low pressure at the high point of the building, should be installed. The first level of alarm is to alert the operator of routine requirements for the system's fluid. The second level would be for extremely low level/pressure indicating a major leak and should close automatic valves to isolate the tanks and other parts of the system. City water make -up systems are not rec- ommended because pure water will dilute the coolant. If an automatic coolant make -up system is required, Calmac's GMS liquid pressurization sys- tem is recommended. Indoor installations should have floor drains in accordance with local codes. D. Filling. The system should be filled with a glycol/water mixture with a freezing point of 6 about 12°F— approximately three parts water to one part ethylene glycol. Refer to Table 1 for amount off-6r coolant required for each tank model. Union Carbide UCARTHERM, Dow SR -1, Houghton Chemical Wintrex or equivalent are recommended; automotive anti - freeze is not recommended because it contains additives which reduce the life of internal surfaces. If the tank heat exchangers have been filled with water, perhaps due to a hydrostatic test or sys- tem flush (Section IV.C.), an adjustment must be made to the concentration and/or quantity of coolant added to the remaining system. Pure glycol can be added to the system to account for the water left in the tank heat exchangers. The required quantity can be found in Table 1 (Pure glycol added to water in HX, Gals.). The remaining sys- tem volume would then be filled with coolant at the normal (e.g. 25 %) concentration. Alternatively, the concentration of all the coolant to be added to the system can be increased. This procedure may be simpler when coolant is ordered premixed, in bulk. The needed concentra- tion can be calculated approximately from the fol lowing: C = Concentration of added coolant VS = System volume, not including tank HX's CR = Final concentration needed by system VIB= Volume of tank HX's (Required Coolant, Gals. from Table 1) C Vs +VIB) V c= In all large systems there should be a mini- mum two inch fill connection to the suction side of the pump. The premixed glycol solution should be pumped into this connection. Before starting the filling pump, high points of the system should have the vents open. NOTE: Unlike filling with water, these , __ vent locations must be manned at all times dur- ing the filling process so that the heat transfer fluid is not inadvertently spilled. When the coolant reaches the vent, manual- ly close the vent and stop the fill pump. Care must be taken not to over - pressurize the system (maxi- mum 90 PSI at the tank inlet). The system pump can now be turned on for a few minutes, preferably at low speed or valved back to half flow. Most air will quickly move to the high points. With the system pump off, the vents can be opened and the fill pump can be started again. After repeating this a few times and when most of the air is eliminated, open the valves and run the system pump at full flow. At this point the system's air eliminator should be able to remove the final amounts of air. When all of the air is out, run the fill pump until the system's expansion tank is at the proper level and the system is at its proper working pressure (usually 5 PSI at the high point of the building). Keep circulating coolant through the system at the design pressure. Make sure the system pres- sure doesn't drop. If it does, there is a leak in the system. Use a refractometer or equivalent to test the solution's glycol concentration after the system has been filled and circulated for 24 hours. If the solu- tion's glycol concentration is less than 25% or above 12 °F, draw off a sufficient amount of mixture and add pure glycol to achieve a 25% concentra- tion. E. Insulation. All piping must be insulat- ed to prevent condensate dripping as well as expo- sure to sunlight (to prevent ultra - violet degrada- tion). Since these liquid lines run cooler than most chilled water systems the thickness of the insulation may need to be slightly greater than normal to avoid condensation. F. Water Treatment. Pour the bottle of Biocide, supplied with the tank, into the inspection port. These chemicals inhibit the microbial growth of algae in the tank. Fill the storage module with water to a height just covering the top heat exchanger tube. (For MIXAIR tanks, see Installation Manual Addendum #IB -158 for water level instructions). The tanks should be retreated with biocide every two years. NOTE: The cover must always be in place whenever the tank contains ice in order to pre- vent floating of the heat exchanger. You are now ready to freeze the tank(s)! V. RECOMMENDED OPERATING TEMPERATURES The storage system will operate most effi- ciently if the chiller controls are set to terminate charging at the highest return temperature that will charge the tanks in the available hours. In most cases, with a 6°F temperature difference across the chiller, the average leaving chilled coolant temper- ature will be approximately 25°F with a 31°F return. Most commonly, if the chiller unit is set to turn off when the coolant temperature leaving the tank reaches 28°F (see project engineers specifi- cation for exact temperature) the tanks will be completely charged. If the chiller is allowed to run at lower conditions than required, this will g not damage the tanks, however the free water above the heat exchanger may freeze causing an "ice cap ". This ice cap will in turn cause a shortage of water during discharge, thereby impairing the discharge performance and wasting energy. VI. REPAIRS AND MAINTENANCE A. Routine Maintenance. The water /ice level in the tanks should be checked at least once a year. (Check Operating & Maintenance Manual #IB -147 for complete details). When the tanks are 100% frozen, usually first thing in the morning, there should be approximately 4 to 7 inches of water above the submerged insulation depending on the tank model. The water level should be with- in 1 /2 inch of the bottom of the tank covers. Add water if this is not the case. (If the tanks are not fully frozen, adding water may cause the tanks to overflow when fully charged, which will not hurt the tanks however, it may cause flooding of the area). If the tank is equipped with an inventory meter sensor, altering the water level may require re- calibration of the meter. Refer to "Installation Instructions for Model LL -102 Ice Inventory meter 7 and LL -100 Insertion Probes ", #IB -153. Biocide should be replenished every two years depending on geographic location and local weather conditions. The coolant should be checked annually for proper corrosion and freeze protection. This ser- vice should be available from the glycol manufac- turer. B. Warranty Repairs. Authorization for in- warranty field repairs must be obtained in writ- ing from Calmac before any repairs are attempted. CALMAC MANUFACTURING CORPORATION Box 710 101 West Sheffield Avenue Englewood NJ 07631 201 569 - 0420/212 586 -5178 CALMAC ■- E -mail: info @calmac.com / Web: www.calmac.com ICE BANK® and CALMAC® are registered trademarks of Calmac Manufacturing Corporation Protected by United States Patents 4.294.078; 4.565.069; 4.608.836; 4.616.347; 4.687.588 and 5.054.298 IB -186 8 r CALMAC® ICEBANK® Stored Cooling System OPERATION AND MAINTENANCE MANUAL Don't Forget to Order BIOCIDE To Treat the Water in the Tank Call Calmac at 201 - 569 -0420 Order Some Now! In a standard installation at night, the water - glycol solution circulates through the chiller and the ICE - BANK® heat exchanger, bypassing the air handler coil. The fluid is about 25°F and freezes the water sur- rounding the heat exchanger. During the day, the glycol solution is cooled by the ICEBANK® tank from approximately 52°F to 34 °F. A temperature modulating valve typically set at 44°F in a bypass loop around the ICEBANK® tank permits a sufficient quantity of 52 °F fluid to bypass the ICE - BANK® tank, mix with the 34°F fluid, and achieve the desired 44°F temperature. The 44°F fluid enters the coil, where it cools air ordinarily from 75°F to 55 °F. The fluid leaves the coil at 60°F, enters the chiller and is cooled to 52°F. In some systems, the ice will handle the entire day time load (Full Storage) and in others, the ice will help a smaller than full size chiller meet the load (Partial Storage). Maintenance Since there are no moving parts in our standard thermal storage tanks, the list of maintenance items is short. The items we do list are important and should be done at regular intervals as indicated. Water Level The water level in the tank will rise and fall 4 to 7 inch- es (depending on Model No. of tank) during the charge and discharge cycle. This change is due to the differ- ence in the density of water and ice. Water expands approximately 9% when changing to ice at 32°F; there- fore, during the freezing process, the level will rise. (More about this in later sections). The water stays in the tank (it is NOT pumped through the system) and the amount of water /ice in the tank remains constant except for possibly a slight amount of evaporation, which normally occurs in outdoor, very hot, dry cli- mates. Upon initial filling of the tank, the water level should be approximately 1/4" above the top heat exchanger tube, which is 5 /8 diameter and translucent. (FOR MIXAIR TANKS, THE FILL HEIGHT IS DIFFER- ENT! SEE MIXAIR MANUAL FOR DETAILS) This measurement must be done with no ice in the tank. During operation the only time to accurately check that the level is correct is when the tank is 100% fully charged. The tank should be as close as possible to within ' /a" of overflowing. The water level should l checked every six months except in hot, dry climates when every three months is recommended. Coolant Concentration The coolant should be checked regularly in accordance with the manufacturer's recommendations. For ethyl- ene glycol mixtures, after the initial start up periods, a sample should be sent once a year to the manufacturer for analysis. Checking the coolant's freeze point is recommended twice a year using a refractometer or hydrometer, and not an automotive float -type device. The maximum freezing point for our system is nor- mally 12°F (25 %EG/H however, some jobs require lower freeze points because of particular operating conditions. Storage Tank Water Treatment A biocide is supplied by Calmac for the initial treat- ment of the water in the tank. Generally, if tanks are kept at least partially frozen year round, treatment with 16 oz. of Biotec 20Q (available from Calmac) on every two years should be adequate. However, if tan are not kept frozen year round, the above treatment should . be once per year and the tanks should be checked for algae, slime or odor every six months. If applicable at the end of your air - conditioning season you should freeze the tanks and leave them frozen until the start of your next air- conditioning season. This will help to control biological growth. Minimum Shut Off Temperature In most systems the termination of the charge cycle is determined by the temperature of the coolant leaving the storage tanks. Normally this temperature is approximately 27 -28°F. However, it is imperative that it be calculated for each system using Calmac's Performance Data. This temperature is calculated by adding Coolant Temperature Rise to the minimum Charging Coolant Temperature. This temperature should be entered in the first line of maintenance record, (see back page) 1 and checked once every six months. C Introduction For a thermal storage cooling system to efficiently and effectively cool a building, it is important for the oper- C ors as maintenance personnel to understand the over - all concept, .not just the monthly routine. Therefore, we have started this manual with a brief overview of the product and its application. Air - conditioning during summer daytime hours is the largest single contributor to electrical utility "peak demand" charges. In the afternoon, as more air condi- tioners are needed to maintain comfortable tempera- tures, the increased demand for electricity adds to that already created by lighting, operating equipment, com- puters and thousands of other uses. This requires the utility to bring additional, more costly generating sources on line to handle its increased demand. Commercial users, whose large air - conditioning loads contribute to these added generating requirements are normally assessed an additional charge based on their highest on -peak demand for electricity. An ICEBANK® Stored Cooling System will not only significantly lower demand charges during the air -con- tioning season but also can lower total energy usage , well. It uses a standard packaged chiller to produce Figure 1. Counterflow heat exchanger tubes. solid ice at night during off -peak periods when the building's electrical needs are at a minimum and the utility's generating capacity is typically underutilized. The ice is built and stored in modular ice tanks to pro- vide cooling to help meet the building's air- condition- ing load requirement the following day. Product Description and Normal Operation The ICEBANK® tank is a modular, insulated polyeth- ylene tank containing a spiral -wound plastic tube heat exchanger which is submerged in water. They are available in many sizes. At night, normally, a 75% water - 25% glycol solution from a standard packaged air - conditioning chiller circulates through the tubing in the heat exchanger and extracts heat until eventually almost all the water in the tank is frozen solid. The ice is built uniformly throughout the tank by the patented temperature- averaging effect of closely spaced coun- terflow heat exchanger tubes. (See Figure 1). Water does not become surrounded by ice during the freezing process and can move freely as ice forms, preventing stress or damage to the tank. Flow diagrams for a Partial Storage system are shown in Figures 2 and 3. The temperatures shown are typi- cal however, many other ranges are used. Figure 2. Charge cycle flow diagram. Figure 3. Discharge cycle flow diagram. 55F Date Water Level Coolant Freeze Temp. Coolant Analysis by Mfr. Water Treatment (Biocide) Shut -Off Temp. Ice Cap Present Start 1 /4 "Above Top Of Tube 12 °F Yes Yes 28 °F No f Ice Caps The shut -off temperature is very important. Setting the temperature lower than what is stated in the Performance Data can cause the water displaced into the expansion area, which is above the heat exchanger, to freeze during the charge cycle. We do not want this water to freeze because when the tank is discharging, the water is needed to fill the voids created by the melt- ing ice. Therefore, twice a year the tank should be checked for excessive ice - build -up above the top heat exchanger tube. Ice thicker than 1" is an early indica- tion that the shut -off temperature is set too low. Tanks manufactured after March 1992, (Serial No. 90,000 and above), include a patented design which is a layer of insulation located just above the heat exchanger to reduce the likelihood of Ice Caps. Inspection should still be done twice a year and no ice should be seen above the insulation layer. MAINTENANCE RECORD m CALMAC MANUFACTURING CORPORATION CALMAC Box 710 101 West Sheffield Avenue Englewood NJ 07631 -0710 � - 201 569 -0420 / 212 586 -5178 FAX: 201 569 -7593 • External Flexible Connectors Every 10 years the hoses and clamps should be checked for wear and loosening respectively. Hose showing signs of wear should be replaced. Clam that are loose can be tightened. Warranty Repairs Authorization for in- warranty field repair or replace- ment parts must be obtained in writing before any repairs are attempted. A purchase order must be entered through the local Calmac representative for any possible warranty work or replacement parts. After Calmac's inspection of the returned part, and if it is determined that the failure is due to our workman- ship or material defect, a credit will be issued against the customer's purchase order. ICE BANK and CALMAC are registered trademarks o1 Caknac Manufacturing Corporation. The desrnbed product and Its applica- tions are protected by United States Patents 4,294.078:4,403,645: 4,565,089; 4,608,838; 4,616,390: 4.671,347.4.687,588 and 5,054,298. IB-147 (6 TECHNICAL GUIDE IB -153 August 2000 1 INSTALLATION MANUAL FOR CALMAC MODEL LL -102 ICE INVENTORY METER The CALMAC Ice Inventory Meter measures the changes in the water level in the ice storage tank as ice is made or melted. The water level in the tank changes because ice, in volume, takes up approximately 9 percent more space than water. This 9 percent creates a measurable change in the water level and pressure in the ice tank. The inventory meter design is simple. A small vol- ume of air is pumped from the air pump in the inventory meter box, through one of two tubes which connect it to the insertion probe. This air continuously bubbles out of the bot- tom of the insertion probe. The air pressure required by the pump will vary depending on the immersion depth of the probe. As the water rises because of the ice formation, the pressure goes up. This pressure is transferred through the second tube, back to the meter. The magnehelic (white faced gauge) senses the changes in pressure and displays that change as the percent- age of ice in the tank. The meter also has an internal pressure tranducer that senses the changes in pressure and produces an electrical signal of from 4 to 20 milliamps DC. This electri- cal signal correlates with the 0 to 100 percent charge shown on the magnehelic. The magnehelic and transducer are factory calibrated and the only field adjustment required is the insertion depth of the probe. A. Operating/Supply Voltage Al. Meters are available for use with operating voltages of 120 or 240 VAC. (For 100 volts /50 Hertz, refer to Section F). The correct operating voltage should be deter- mined prior to the purchase of the meter. The operating volt- age of the meter is not changeable at the job site. To avoid damaging either the power supply and/or the tranducer, it is important that prior to making any electrical connections, the operating voltage be verified and matched to the voltage lim- its of the meter. 0 CMECIC VALVE 0 Transducer POWER SUPPLY La = 0 0 0 0 B B a G / 4 -20mA Figure 1. Electrical Component Layout AIR PUMP 0 0 \ \ VAC 0 0 WARNING: Should the line voltage vary more than ±10 percent from the meter's design. call CALMAC for technical support, 1- 201 -569 -0420. B. Mounting of Ice Meter Boxes (All Models) B1. Select a location free from vibration and where the ambient temperature will not exceed 120 °F. Avoid direct sunlight which will discolor the clear plastic front cover of the magnehelic. The pneumatic lines, from the meter box to the insertion probe, may be run any distance up to 150 feet. A 15 -foot length of tubing is supplied with each meter. Tubing lengths greater than 15 feet can be ordered if needed. B2. The meter enclosure must be mounted vertical- ly. Knockouts or other holes for pneumatic and electrical connections are to be made by the installer. B3. Make electrical connections per the electrical component layout. (See Figure 1.) Model LL -102 has a ter- minal strip with two AC power connections and two low voltage connections for the 4 to 20 milliamp signal to the monitoring equipment. A chassis ground is provided. WARNING: The signal supplied by the ice meter should never be used to control the termination of the ice making cycle of the chiller(s). Refer to Secion D2 for proper method of control. The information supplied by the meter is for information purposes only. INSPECTION PORT "A" MODEL TANKS "C" MODEL TANKS Figure 2. Insertion Probe Location 2 PROBE LOCATION FOR YODELS: 109BA. 1190A. 1320A. 1500A INSPECTION PORT PROBE LOCATION FOR 1100E12 : 10154 1082A PROBE LOCATION YODELS 11900. IO20C. 15000 C. Probe Installation for Above Ground Tanks (for Totally Buried Models, see Section G) Cl. Refer to Figure 2 to determine the probe loca- tion. The applicable tank model can be found on the rating plate, located on the tank cover, adjacent to the connections. It is the manufacturer's recommendation that no drill bit extend more than 4 inches beyond the drill chuck for "A" Models and 7 inches for `'C" models. Longer drill bits could damage the tank's heat exchanger. C2. Drill a 5 /8 - inch (16mm) hole vertically down through the ice tank cover (you will first be drilling through the cover's upper plastic shell, then through the insulation and finally through the cover's lower plastic shell), a total of approximately 3 inches ( "A" Models) or 6.5 inches ( °C" Models). C3. Using a 3 / -inch (20mm) drill bit, enlarge only the 5 / 8 -inch hole in the upper plastic shell of the cover. Clean all drill cuttings and insulation from the hole. C4. Using the probe as a guide, use a wrench to screw the N.P.T. threads on the compression fitting into the 3 /a -inch hole in the tank cover. The compression fitting will cut its own threads in the plastic. C5. After the installation of the plastic compression fitting is completed, there should be no further need for the use of wrenches. Tightening the black plastic compression fitting by hand will secure the probe. Loosen the compres- sion fitting and move the probe down until you can see it is just above the top tube. This is only a temporary setting. C6. Run the flexible pneumatic twin tubing from the `Y' connection on the top end of the probe to the two brass barbed connections inside the ice meter enclosure. All four connections are press fit and do not need clamps. Use care not to crimp, crush or otherwise restrict the air flow Compression Fitting Figure 3. Insertion Probe Assembly through either tube. D. Adjustments and Calibrations Y connectio Dl. The water level in the tank should be filled to a level just covering the top tube of the heat exchanger. This does not apply for MIXAIR or salt tanks. See MIXAIR Installation Manual, IB -158 for details. D2. The storage system will operate most efficient- 3 Figure 4. Insertion Probe Installation ly if the chiller controls are set to terminate charging at the highest return temperature that will charge the tanks in the available hours. In most cases, with a 6 °F temperature dif- ference across the chiller, the average leaving chilled coolant temperature will be approximately 25 °F with a 31 °F return. Most commonly, if the chiller unit is set to turn off when the coolant temperature leaving the tank reaches 28 °F (see pro- ject engineers specification for exact temperature) the tanks will be completely charged. If the chiller is allowed to run at lower conditions than required, this will usually not damage the tanks, however the free water above the heat exchanger may freeze causing an "ice cap ". This ice cap will in turn cause a shortage of water during discharge, thereby impairing the discharge performance and wasting energy. D3. Once the chiller operation has been automati- cally terminated and before any ice consumption has occurred, the meter installation can be completed. D4. Switch on the power for the Ice Inventory Meter. The internal air pump should be running so that a small amount of air continuously bubbles from the probe. If no bubbles are observed, turn the rheostat, which is located on the side of the air pump. Slight oscillations in the magne- helic's needle indicate that air is bubbling. The power must be supplied to the LL -102 meters for at least 5 minutes for the transducer components to stabilize. D5. Loosen the compression nut on the insertion probe and slide the probe out of the compression fitting. Lay it down on top of the tank being sure not to crimp the tubing. The magnehelic has been factory set and should read zero. If not, slight adjustments to the zeroing screw on the front of the meter can now be made (see enclosed magnehelic instruction manual). Re -insert the probe into the compres- sion fitting, setting the probe depth so that the inventory meters magnehelic reads 100 %. Tighten the compression fit- ting and recheck reading and adjust if necessary. D6. The pressure tranducer has been factory cali- brated. No further calibration should be necessary on the tranducer itself. The precalibration is as follows: 0% = 4.0 mA ± 0.1 mA = 0" inches of water (immersion depth) and 100% = 20.0 mA ± 0.1 mA = 6.0" for Models 1190 1320&1500 5.0" for Model 1082 3.5" for Model 1098 2.5" for Model 1045 NOTE: The above numbers are for water as the storage medium. For salt tanks, consult factory. E. Verification of Transducer and Magnehelic Operation (Outside of the Ice Tank) El. Score the probe just above the compression nut (so you can re- install the probe later to the same position). Loosen the compression nut and remove the probe from the tank. Do not remove the compression fitting. With the probe totally removed, the magnehelic should read zero, if not, gen- tly turn zeroing screw on front of magnehelic. E2. By removing the insertion probe from the tank and immersing it into a glass of water to a specific depth, you can determine if the meter is working properly. E3. From paragraph D6, determine the correct immersion depth for the appropriate model tank. Measuring up from the bottom of the insertion probe, mark the immer- sion depth. E4. Locate a suitable container which has at least two inches more height than the required immersion depth and fill it with water. E5. Submerge the probe into the water to the mea- sured mark and again check the magnehelic. The magnehel- ic should be measuring 100 %. Magnehelics are very difficult to adjust in the field. If not reading 100% at this point, the magnehelic should be returned to the factory for replacement.' E6. Disconnect the field installed wires from the "4 -20 mA" connection terminals. Connect portable mA mea- suring device. Remove probe from the water. The milliamps 4 output should be approximately 4.0. Re -insert the probe to measured mark and re -check milliamp output. Milliamp out- put should be approximately 20. If readings are not correct, field adjustments can be made. WARNING: The potentiometers for calibrating zero and span on the pressure tranducer are extremely delicate. If it is necessary to make adjustments to the transducer, they should only be made by removing the back cover of the transducer, but not before: a. Consulting the attached tranducer manufac - turer's specification sheet, #SSO471 -Rev. B. b. Contacting Calmac Manufacturing Corp. at 1- 201 -569 -0420. F. Low Voltage Usage The meter will work with 100 volts AC /50 Hertz. However, there is a restriction. At 100VAC /50Hz input to the power supply, we expect a supply voltage to the tranducer of about 20VDC. The mini- mum input rating for the tranducer is 15 + .02 x (load resis- tance). It works out that a total resistance of 250 ohms or less indicates acceptable operating conditions at a supply of 100VAC /50Hz. This corresponds to a loop voltage of 5 volts. Example: loop resistance = 184 ohms 15V + 184 ohms x (.02A) = 18.68VDC supply to the tranducer Since the power supply puts out 20.16VDC at 100V /50Hz input, which is above the minimum required voltage of 18.68VDC, the system will work well. If your system has a total resistance of more than 250 ohms, a step -up power supply will be required to supply 120 volts to the unit. Note: If problems cannot be resolved, please call Calmac Manufacturing Corp. 1- 201 -569 -0420 USA for technical help. G. Buried Tank Installation Gl. For buried tanks, (see CALMAC's buried tanks specification, CS -4), a special housing is supplied for the insertion probe. The function of this housing is to protect the insertion probe and enable adjustment, even when the tanks are buried. G2. Remove the inspection port fitting from the cover of the tank. G3. Insert the buried tank probe housing into the inspection port opening in the cover. G4. Run 3/4" liquidtight, flexible electrical conduit, suitable for underground use, from the probe housing to the SYMPTOM -- POSSIBLE PROBLEM -- CORRECTIVE ACTION -- 1. Nothing Operating No electrical power Establish electrification 2. No air bubbles in tank Air pump is not running Check AC to air pump, if ok feel pump for vibration. If no vibration, replace pump Increase air flow by adjusting rheostat. Air pump rheostat Pressure relief valve stuck open or leaking. Close off valve exhaust. If reading on the magnehelic changes, replace relief valve. Check the tubing for loose connections, kinks or cracks. Air Tubes Probe obstructions Mark probe for easy replacing. Remove probe from tank and remove obstructions & return to original position Correct problem and re -check magnehelic. 3. No response from Magnehelic only Kinked or pinched tubing inside meter box 4. No signal from pressure tranducer to monitoring equipment but the mag- nehelic is showing a percentage of ice remaining in the ice tank Loose connections or broken wires Tighten connections, splice or replace wires. Electrical output from power supply Use meter to check power supply output per spec. sheet supplied. If no power, replace power supply unit. Disconnect signal wires to monitoring equipment and use mA meter to check tran- ducer output signal. If no mA signal, replace tranducer. Pressure transducer 5. Magnehelic out of calibration Magnehelic adjustment See sections El - E5. 6. Pressure tranducer mA signal does not correspond with magnehelic per- centage reading Operation of pressure tranducer See sections E1 - E6 7. Magnehelic and transducer both indicate extremely rapid inventory loss Ice - capping (unwanted ice build -up in expansion area above heat exchanger) Melt all ice that has formed more than ' /" above top heat exchanger tube. Call factory for procedure. Figure 5. Buried Tank Probe Housing Table 1. 3/4" LIQUID TIGHT CONDUIT COVER 5 inventory meter control box. (See Figure 5.) G5. Thread air tubes through conduit and follow standard installation instructions from C6 onward . Figure 5. Buried Tank Probe Housing H. Eutectic Salts For ICE BANK® tanks that use eutectic salts, for lower temperature applications, please consult with the fac- tory for information concerning specialized inventory meters. I. Troubleshooting - (See Table 1. below) Before using this table, review the second para- graph of this manual for a basic overview and under- standing how the meter works. rn BULLETIN N0. A -Z7 OPERATING INSTRUCTIONS and PARTS LIST MagneheliceDifferential Pressure Gage RUMEN PRESSURE RELIEF RUG- PLUG WILL UNSER %MIDI GAGE tS OVERPRESSURC!EO t PIM . LOW PRESS CONN w R.P.T. 12" HOLE N PANEL FOR LOW PRESS BACK WN1rECT1O1 MOUNTED. m 01 YIP' DIA.1POLES PANEL FOR SURFACE ROUN5N0 ON a.M DIA. DOLT CIRCLE PARAGRAPH 17,32' MAINTENANCE Maintenance: No lubrication or periodic servicing is required. Keep case exterior and cover clean. Occasionally disconnect pressure lines to vent both sides of gage to atmosphere and re -zero. Optional vent valves. (bulletin S.101). should be used in permanent installations. Calibration Check: Select a second gage or manometer of known accuracy and in an appropriate range. Using short lengths of rubber or vinyl tubing, connect the high pressure side of the Magnehelic gage and the test gage to two legs of a tee. Very slowly apply pressure through the third leg. Allow a few seconds for pres- sure to equalize, fluid to drain, etc.. and compare readings. If accuracy unaccept- able. gage may be returned to factory for recalibration.To calibrate in the field, use the following procedure. Calibration: I. With gage case. P/N I. held firmly, loosen bezel. P/N 4 by tuming counter- clockwise. To avoid damage. a canvas strap wrench or similar tool should be used. 2. Lift out plastic cover and "O" ring. 3. Remove scale screws and scale as- sembly. Be careful not to damage pointer. 4. The calibration is changed by moving the clamp. PIN. 70 -b. Loosen the clamp screw(s) and move slightly to- ward the helix if gage is reading high. and away if reading low Tighten clamp screw and install scale assembly. 5. Place cover and 0 -ring in position. Make sure the hex shaft on inside of cover is properly engaged in zero ad- just screw. P/N 230 -b. 6. Secure cover in place by screwing bezel down snug. Note that the area under the cover is pressurized in oper- ation and therefore gage will leak if not properly tightened. 7. Zero gage and compare to test instru- ment. Make further adjustments as necessary. SPECIFICATIONS Dimensions: 4- 3 /4'die X 2-3/16' deep. Weigh: 1 Ib. 2 or. Frisk Baked dark gray enamel. Connections: 1/9 N.P.T. high and low pressure taps. duplicated. one pair side and one pair back. Accnncy: Plus or minus 25V of full scale. at 70•F. t Model 2000.0.355.2000.00.4 %). Pressure Raring: 15 P51. Ambient Temperature Range: 20• to 140•F. Standard gage accessories include Iwo IB' N.P.T. Map for duplicate pressure taps. Iwo 1/0' pipe dread to robber tubing adapters. and tree gush aroma* adapters *Mr screws. Caution: For use with air or mmpatibk gases only. For repeated over - ranging or high cycle rates, moan factor)'. Hydrogen Gm Precautionary Nolo : The rectan- gular rare earth magnet used in the standard gage may nor be suitable for tau with hydro- gen gas since a Pork and explosive ga. may form. For hydrogen service. consult the fac- tory for an alternate gage construction. Vat' HOLE N PANEL FOR Nltnl PRESS DUCK CONNECTOR 000(4 e00000 wwran MGM PRESS CONNECTOR N •.t2 OIA HOLE N PANEL O40 SPACE CREREO BIN SPACER PADS .HEN SURINCE MOUNTED. GO NOT OBSTRUCT, PROVIDES PATH FOR REIEF OF OVERPRESSURE Ruin BULLETIN A -27 Page 3 Caution: If bezel binds when installing, lubricate threads sparingly with light oil or molybdenum disulphide compound. Warning: Attempted field repair may void your warranty. Recalibtation or repair by the user is not recormnended. For best results, return gage to the factory. Ship prepaid to: Dwyer Aol ao Dept. . 55 Ward St. Wakarusa, IN 46573 Trouble Shooting Tips: • Gage won't indicate or is sluggish. 1. Duplicate pressure port not plugged. 2. Diaphragm ruptured due to overpres- sure. 3. Fittings or sensing lines blocked. pinched. or leaking. 4. Cover loose or "0" ring damaged. missing. 5. Pressure sensors. (static tips, Pitot tube. etc.) improperly located. 6. Ambient temperature too low. For operation below 20°E order gage with low temperature. (LT) option. • Pointer stuck -gage can't be zeroed. I. Scale touching pointer. 2. Spring /magnet assembly shifted and touching helix. 3. Metallic particles clinging to magnet and interfering with helix movement. 4. Cover zero adjust shaft broken or not properly engaged in P/N 230 -b ad- justing screw. We generally recommend that gages needing repair be returned to the factory. Parts used in various sub - assemblies vary from one range of gage to another. and use of incorrect components may cause improper operation or failure. Gages re. paired at the factory are carefully cali- brated and tested to assure "like -new" operation. After receipt and inspection, we will be happy to quote repair costs be- fore proceeding. Consult factory for assistance on unusual applications or conditions. Use with air or compatible gases only. Overpressure Protection: Standard Magnehelic gpa are Rued for a maximum prawn of 15 PSIG and should not be used where the lima cradd be exceeded. Newer models employ • tubber plug on the rear which functions as a relief valve by unseating and venting the gage interior when over- pressure reaches approximately 25 PSIG. To pwide a free path for pressure relief, there are four spacer pads which maintain A00" clearance when gage is surface mounted. Do not obstruct the gap created by these pads. 1. Select a location free from excessive vibration and where the ambient temperature will not exceed 140 Also. avoid direct sunlight which accelerates discoloration of the clear plastic cover. Sensing lines may be run any necessary distance. Long tubing lengths will not affect accuracy but will increase response time slightly Do not restrict lines. if pulsating pressures or vibration cause excessive pointer oscillation, consult the fac- tory for ways to provide additional damping. 2. All standard Magnehelic gages are cali- brated with the diaphragm vertical and should be used in the position (n- maximum accuracy. If gages are to be used in other than vertical position. this should be specified on the older. Many higher range gages will per- form within tolerance in other positions with only rezeroing. Low range Model 2000-00 and metric equivalents must be used in the vertical position only. 3. Surface Mounting Locate mounting holes. 120 apart on a 4 -1 /8' dia. circle. Use No. 6-32 machine screws of appropriate length. Magnehelice Gage EXPLODED VIEW Series 2000 3 260 0Ceaw2nl laaz owner annaian. rte MAGNEHEUC' INSTALLATION 1. Case 2. Cover with zero adjust ass7. 3. '0" ring teal 4. Bezel 5. t%apmapn seating pate IL Retaining ring 70. RaSpinp assembly a. Clamp sal anew b. Cans c. Mourning somas (2 rend/ 0. Damping shot (2 HMO/ e . Damp pate screw 1. o- i��� 14. Rape Spring with magnet 150. vw fitone -conned et a b. Locking nut c. ~boos d Painter • Mounting screws (2 rend) 1. 1b4 assembly (rot Chown) 0. Pivots N Ix Rear sh 4. Flush Mounting Page 2 Provide a 41' dia. opening in panel. Insert gage and secure in place with No. 6-32 machine screws of appropriate length, with adaptors. Pan No. 360e. firmly inured in place. To mount pge on 114' -2' pipe. order optional A-6I0 pipe mounting kit. 5. To zero the gage after installation Set the indicating pointy exactly on the zero mark, using the external zero adjust screw on the cover at the bonom. Note that the zero check or adjustment can only be made with the high and low pressure taps both open to atmosphere. Operation Positive Pressure: Connect tubing from source of pressure to either of the two high pressure pons. Plug the pot not used. Vent one or both low pressure pons to atmosphere. Negative Pressure: Connect tubing from source of vacuum or negative pressure to either of the two low pressure ports. Plug the port not used Vent one or both high pressure ports to atmosphere. Differential Pressure: Connect tubing from the grater of two pressure sources to either high pressure port and the Tower to either tow pressure pot. Plug both unused ports. When one side of gage is vented in a dirty. dusty atmosphere. we suggest an A -331 Filter Vent Plug be installed in the open port to keep inside of gage clean. a. For portable use or temporary installation, use 1/8" pipe thread to rubber tubing adapter and connect to source of pressure with rubber or Tygon tubing. b. For permanent installation, 1 /4'0.D.. or larger. copper or aluminum tubing is rec- ommended. See accessory bulletin S -IOt for finings. BULLETIN A-27 Page 4 6 14 230 230. gem arrant assembly-consists nt: a. Font screws wed washers (2 read) F Aepnt screw ot 0. l e par 250. 6hm -usb 3, or*to r a. oin n'e) ews (2me Bum Mounting b. Bumper pointer stop (2 rend/ c. Sued 330. Oia (ADM, PeAss nesctded Instal (Ar k ar n...aed e n b. F iraq b. Linkage npa teay.•mrpMna p50 C. )narpwo) e. PMMwaelrrinatnown) 360. Mounting Hardware Rat a Adapter-pipe plug M'NPTM rubbanubin0 - b. � 2 mad) plug N -(2 read) c. Dooming lug (3ngd) el. tog screw13npd) 0. Snort m mew (3 mod) Ordering Instructions: When corresponding with the factory regarding Magnehelicegage problems, refer to the call numbers in this view. Be sure to include model number pressure range. and any special options Field repair is not recommended: contact the factory for repair service information. tans LISA ENE 1244301304 MOON * p.6o oo. TYP. a mfr. . P•..01. R..... AKS..a7 AMY*. Tbenel 8.10 .. FSIMF r r Hn8Tl7 rise 1 : 4 •. 1 0 01 1 204/2040 Noma. Yam.. P.Olse. " sr..,. fie... r+.. Ea S0... E. MO ca. 0.f... rill 0n1M1 of M .. 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SIC ta s@ 20 20 1101.2. ors.. wf Al Setra Systems 264 Series Low Pressure Transducers and Transmitters Installation Guide The Sera Systems 264 series pressure transducers and transmitters sense differential or gage (static) pressure and convert this pressure difference to a proportional high level analog output for both unidirectional and bidirectional pressure ranges. Two versions are offered: the Model 264 transducer with 0 to 5 VDC output and the Model C -264 transmitter with 4 to 20 mA output. E - . . .nf '. .. - C Model 264: + EXC. + OUT Supply or Pressure Monitor as Common Return L'"•"d- for + o negative terminals of power suPOIY and control or Pressure 0 t Mounting; The 264 series is designed for mounting in either 2.75" snap -track or by using the four (4) slots (suitable for #6 screws) that are provided on the plate. Optimum performance is obtained by isolating the instrument from vibration and providing relatively clean, dry ambient air to the pressure ports. Note: Even though there is no flow through the 264 series, a filter is located in both the high and low pressure ports for use in extreme dust or moisture conditions. In most cases, preferred installation with the baseplate mounted vertically and located on a relatively flat surface in a junction box or attached to a nearby beam. Easy field replacement is possible by removing the single case screw that holds the black sensor /circuit housing to the baseplate and lifting the black housing free. The baseplate remains mounted and can be used with the replacement unit's black sensor /circuit housing. Caution: The axis most sensitive to vibration is the one perpendicular to the baseplate. Avoid mounting with maximum vibration Pining; Two (2) 3/16' O.D. barbed pressure fittings are suppfied for pressure signal connection with 1/4' push -on tubing. Both the positive (high) pressure reference (low) pressure port are located on the top face of the unit. For best results (shortest response times), 3/16' I.D. tubing is suggested for tubing lengths up to 100 feet Tong, 1/4" I.D. for tubing lengths up to 300 feet. and 3/8" I.D. for tubing lengths up to 900 feet Overpressure or vacuum greater than five (5) times the full scale pressure range identified on the unit's label or 10 inches of water column (whichever is greater) may damage the unit. To avoid accidental overpressure. run the tubing before attaching it unpressunzed, to the 264. Electrical; Wiring terminations are identified on the label on top of the unit 11'7 " `_• ' ,�r,'T ,rn7 3 • l7ra.•' , The Model C•264 is a two (2) wire circuit (+ SUPPLY, • RECEIVER) with 4 to 20 mA output. The unit is calibrated at the factory using a 250 ohm load at 24 VDC. Notes: Minimum Supply Voltage (VDC) = 15 + 0.02 X (resistance of receiver plus line) Maximum Supply Voltage (VDC) = 32 + 0.004 X (resistance of receiver plus line) If the current loop has a current limiter. threshold should be adjusted to 35 mA minimum. Calibration; The 264 series is factory calibrated and should require no field adjustment However, both zero and span adjustments are provided near the screw terminal strip. Whenever possible, any zero and/or span offsets should be corrected by software adjustment in the user's control system. Use the zero and span adjustments on the 264 series only if absolutely necessary. The 264 series is calibrated in the vertical position at the factory ( baseplate vertical). For use in other orientations, position the unit and follow the zero adjustment procedure listed below. Pressure ranges are faced and cannot be changed in the field. If a range change is required, contact the factory for a replace- ment series 264 with the appropriate pressure range. ZersIdiuttment and with both pressure po pressure ranges, tum the z i. • Model 0-264: While monitoring the current output with both pressure ports open to atmosphere, the zero may be adjusted. For unidirectional pressure ranges. tum the zero adjustment screw until a reading of 4 mA (d- .16 mA) is achieved. For bidirectional ranges, set the zero to 12 mA (+/ -.16 mA). Scan Aduustment; Complete the zero adjustment before settnq span. shorted to Span or full scale output adjustments should only be performed by using an ectronic manometer, digital pressure gage, etc.) with at I • . .. rable 1% full scale ). With full scale • r. .,a red red to the high • - - • • t, , "...1 DC (+/- 0.050 VDC). pressure s accuracy to the 264 pressure port, adjust span for hill Example 1: Unidirectional pressure APO Notes: , adjust span to 5.000 V input is reverse - voltage protected. The output is int ground. Recheck all connections before applying power. VDC). ed again Model 0.264: Span or full scale output adjustments should only be performed by using an accurate pressure standard (electronic manometer, digital pressure gage, etc.) wt6r at least comparable accuracy to the 264 series (< +/- 1 % full scale). With hill scale pressure applied to the high pressure port (reference port open to atmosphere), adjust span to achieve 20 mA output Example 1: Unidirectional pressure range of 0 to 1' W.C. Apply 1.00" W.C., adjust span to 20 mA (+/- 0.16 mA). Example 2: Bidirectional pressure range of .4. 5" W.C. Apply 5.00' W.C., adjust span to 20 mA (+/- 0.16 mA). Setra Systems, Inc. Product Line Summary Pressure Transducers/Transmitters/Gages & Accelerometers 45 Nagog Park Acton, MA 01720/Tekprane: 800 - 25-7.3872 or 508. 263.1400 se SSO471 -REVB 11/17/94 2 Prepared For: Heath Engineering Sold To: Bingham Mechanical, Inc. 4400 South Yellowstone P.O. Box 2082 Idaho Falls, ID 83402 Naji Khoury Trane Company 2817 South 1030 West Salt Lake City, UT 84119 Phone: (801)486 -0500 Fax: (801)486 -0752 Submittal Date: March 28, 2002 Customer P.O. Number: Customer Project Number: Job Number: Job Name: HART EVENT CENTER REMODEL ( MECHANICAL ) BYU -IDAHO REXBURG, ID 83460 -0001 The Trane Company is pleased to provide the enclosed submittal for your review and approval. Product Summary Qty Product 1 Air - Cooled Helical Rotary Water Chillers (CH -1 ) The Trane Company A Division of American Standard Inc. The attached information describes the equipment we propose to fumish for this project, and is submitted for your approval. Table Of Contents Product Summary 1 Air - Cooled Helical Rotary Water Chiliers Tag Data 3 Product Data 3 Performance Data 3 Mechanical Specifications 4 Unit Dimensions 6 Weight, Clearance & Rigging Diagram 7 Accessory 8 Field Wiring 9 Field Installed Options - Part/Order Number Summary Air - Cooled Helical Rotary Water Chillers 11 Tags CH -1 Capacity (tons) 153.10 Total compressor power (kW) 189.6 Efficiency (EER) 9.1 Evap entering temp (F) 55.00 Evap flow rate (gpm) 400.00 Evap leaving temp (F) 45.10 Evap pressure drop (ft H2O) 18.80 Evap fluid concentration ( %) 40.0 Evap fouling factor (hr -sq.ft -deg F /Btu) 0.00010 Ambient temp (F) 95.00 RLA - compressor A (A) 139.00 LRA - compressor A (A) 774.00 RLA - compressor B (A) 139.00 LRA - compressor B (A) 774.00 Single Point Power MCA (A) 341.00 Electrical Ckt 1 - Dual Point Power MCA (A) 188.00 Electrical Ckt 2 - Dual Point Power MCA (A) 188.00 Ckt 1 Refrigerant Charge (HFC -134a) (Ib) 155.0 Ckt 2 Refrigerant Charge (HFC -134a) (Ib) 155.0 Single Point Power MOP (A) 450.00 Electrical Ckt 1 - Dual Point Power MOP (A) 300.00 Electrical Ckt 2 - Dual Point Power MOP (A) 300.00 Item Tag(s) Qty Description Model Number Al CH -1 1 Air - Cooled Series R(TM) ( RTAC) RTAC170 HART EVENT CENTER REMODEL ( MECHANICAL ) Tag Data - Air - Cooled Helical Rotary Water Chillers (Qty: 1) Product Data - Air - Cooled Helical Rotary Water Chillers Item: Al Qty: 1 Tag(s): CH -1 Air Cooled Series R(TM) Model RTAC 170 Nominal Tons 460 V /60 Hz/3 Ph Standard Configuration C /UL Listing ASME 39F or Tess leaving, with evap heaters Standard Pass Arrangement, insulated Low Ambient Capability Aluminum Fins ODP Fans Across the line starter Single point power connection Terminals Only Dyna -View operator interface Tracer Comm 3 interface 150 psi NEMA -3 (sealed) flow switch (Fid) No suction service valves Coil protection Neoprene isolators (Fid) Year 2 -5 Parts Warranty Whole Unit 1st Year Labor Warranty Whole Unit 1st Year Refrigerant Warranty Performance Data - Air - Cooled Helical Rotary Water Chillers FLD = Furnished by Trane / Installed by Others Page 3 of 11 HART EVENT CENTER REMODEL ( MECHANICAL ) Mechanical Specifications - Air - Cooled Helical Rotary Water Chillers Item: Al Qty: 1 Tag(s): CH -1 General Units are leak and pressure tested at 438 psig (3020 kPa) high side, 250 psig (1724 kPa) low side, then evacuated and charged. All Air - cooled Series R(TM) chillers are factory tested to confirm operation prior to shipment. Units ship with full operating charge of oil and refrigerant. Unit panels, structural elements and control boxes are constructed of galvanized steel and mounted on a welded structural steel base. Unit panels and control boxes are finished with a baked -on powder paint, and the structural base with an air dry paint. All paint meets the requirement for outdoor equipment of the U.S. Navy and other Federal Government Agencies. Evaporator The evaporator is a tube -in -shell heat exchanger design with internally and externally finned copper tubes roller expanded into the tube sheet. The evaporator is designed, tested and stamped in accordance with ASME for a refrigerant side working pressure of 200 psig (1379 kPa). The evaporator is designed for a water side working pressure of 150 psig (1034 kPa). Water connections are grooved pipe. Each shell includes a vent, a drain and fittings for temperature control sensors and is insulated with 3/4 inch Armaflex II or equal insulation (K= 0.26). Heaters, with thermostat, are provided to help protect the evaporator from freezing at ambient temperatures down to -20 F ( -29 C), depending on application. Condenser and Fans Air - cooled condenser coils have aluminum fins mechanically bonded to internally finned copper tubes. The condenser coil has an integral subcooling circuit. Condensers are factory proof and leak tested at 506 psig (3489 kPa). Direct drive vertical discharge condenser fans are dynamically balanced. Three phase condenser fan motors with permanently lubricated ball bearing and internal thermal protection are provided. Units will start and operate down to 0 F ( -18 C) ambient. Compressor Starter - X Line Starter is an across - the -line configuration. The starter is factory mounted and completely prewired to the compressor motor. Starters are housed in a weathertight enclosure. Typically, Trane helical rotary compressors are up to full speed in one second when started across - the -line. Compressor and Lube Oil System The rotary screw compressor is semi - hermetic, direct drive, 3600 rpm, with step and variable load and unloader valves for capacity control, rolling element bearings, differential refrigerant pressure oil pump and oil heater. The motor is a suction gas cooled, hermetically sealed, two pole squirrel cage induction motor. Oil separation is provided separate from the compressor. Automatically controlled valves are provided on the compressor discharge and tube oil system. A solenoid valve in the lube oil return system is also provided. Oil filtration is accomplished by an integral oil filter located within the compressor. Refrigerant Circuits Each unit has two refrigerant circuits, with one or two rotary screw compressor per circuit. Each refrigerant circuit includes compressor discharge service valve, liquid line shutoff valve, removable core filter, liquid line sight glass, charging' port and one electronic expansion valve per circuit. Fully modulating compressors and electronic expansion valves provide variable capacity modulation over the entire operating range. Unit Controls All unit controls are housed in a outdoor rated enclosure with removable plates to allow for customer connection of power wiring and remote interlocks. All controls, including sensors, are factory mounted and tested prior to shipment. Microcomputer controls provide all control functions including start up and shutdown, leaving chilled water temperature control, compressor and electronic expansion valve modulation, fan sequencing, anti - recycle logic, automatic lead /lag compressor starting, load limiting and chilled water pump control. The unit control module, utilizing Adaptive Control (TM) microprocessor, automatically takes action to avoid unit shutdown due to abnormal operating conditions associated with low refrigerant pressure, high condensing pressure and motor current overload. Should the abnormal operating condition continue until a protective limit is violated, the unit will be shut down. FLD = Fumished by Trane / Installed by Others Page 4 of 11 Trane Equipment Submittal HART EVENT CENTER REMODEL ( MECHANICAL ) A control power transformer is factory installed and wired. Controls Function Data Unit protective functions include loss of chilled water flow, evaporator freezing, loss of refrigerant, low refrigerant pressure, high refrigerant pressure, compressor starting and running over current, phase loss, phase imbalance, phase reversal and loss of oil flow. A menu driven digital display indicates over 20 operating data points including chilled water set point, current limit set point, entering and leaving chilled water temperature, evaporator and condenser refrigerant pressures and temperatures. Over 60 diagnostic checks are made and displayed when a problem is detected. The digital display can be read and advanced on the unit without opening any control panel doors. Low Temp Brine The hardware and software on the unit are factory set to handle low temperature brine applications (less than 40 F /4.4C). Chilled Water Reset Provides the control logic and field installed sensors to reset leaving chilled water temperature. The setpoint can be reset based on ambient temperature or return evapoator water temperature. Tracer Comm 3 Interface Tracer communication 3 interface permits bi- directional communication to the Trane Integrated Comfort System(TM). Coil Protection Louvered panels covering only the condensing coil. Low Ambient Option The factory installed low ambient option consists of special control logic and variable frequency drive fan circuits to permit low temperature start-up and operation to 0 F ( -18 C). To prevent evaporator freeze concerns, please refer to Unit Controls section. Neoprene Isolators Neoprene isolators are provided for unit isolation from building structure. FLD = Fumished by Trane / Installed by Others Page 5 of 11 Trane Equipment Submittal Mounting Hole Diameter: 3/4 in Water Connection Diameter: 4 In Lifting Plate Dimensions: 6 x 5 1/2 in 00000 0000 0 Top (Plan) View Relief Valve Relief Valve Relief Valve 3/8" (9.5mm) /4" (19mm) 3/4" (19mm) SAE MFL NPT NPT 145 5/8" 187 1/8" 53" 53 "" 37 3/8" 4 106 3/8" V 71 1 1/2" Side View Mounting Hole 8 Places /2" 41 1/8" Lifting Plate 4 Places Control Panel 44 1/8" 86 1/4" 88 1/4" Note: Add 2" (51mm) to overall width for louvered panels and coil protection. Relief Valve 3/8" (9.5mm) SAE MFL Locate customer power connections here Approximately 4" (102mm) - 13" (330mm) from bottom of unit base and 1" (25mm) - 10" (254mm) from front of control panel. !so View Back View 93 1/4" Victaullc Water Connection (Outlet) Victaulic Water Connection (Inlet) C 3 D3 co O N o =J. N > Ul 0 n o xal CL 0 0 01 p1 co 0 so 2 m z --1 0 m z --1 m m 0 m 1 m 0 z 0 1' Lifting Weights Total Weight W1 W2 W3 W4 2880 Ib 2612 Ib 2888 Ib 2619 Ib 11000 Ib Working clearance per National Electric Code Article 110-26. 0 0 0 0 0 0 0 0 0 0 No obstructions recommended. Area required for unit 4 , / operation, maintenance, access panel, and air flow. Top (Plan) View u��■t tri: �■I t■��■t MINIM II 1111111111111111 W1 - near side W2 - far side 95 1/4" Side View i t W3 - near side W4 - far side (-24 "--)i Notes: 1. Lifting chains /cables will not be the same length. Adjust to keep unit level while lifting. 2. Do NOT fork lift unit. 3. Weights are typical for units with R -134a charge. Control Panel 35 1/2" Iso View 441/4 " -0 CG Back View RDP-4 Red (Used at all mounting locations.) Max. Load: 2250 Ib E- 21/2 " --> 6 1/4" > C N} 1/2" (12.7mm) DIA 51" 4 5/8" I I 3/" 2 3/4" Unit Top (Plan) View Control Panel O 1 2 0 O 3 4 0 O 5 6 0 O 7 80 O 9* 10* 0 * Note: Mounting locations 9 and 10 are not used on all units. See table above if applicable for this particular unit. Weights at Mounting Locations or Isolators (If applicable) Total Operating weight 1 2 3 4 5 6 7 8 9 10 1519 Ib 1519 Ib 1456 Ib 1456 Ib 1383 Ib 1383 Ib 1311 Ib 1311 Ib Ib Ib 11335 Ib RDP-4 Red (Used at all mounting locations.) Max. Load: 2250 Ib E- 21/2 " --> 6 1/4" > C N} 1/2" (12.7mm) DIA 51" 4 5/8" I I 3/" 2 3/4" Unit Top (Plan) View Control Panel O 1 2 0 O 3 4 0 O 5 6 0 O 7 80 O 9* 10* 0 * Note: Mounting locations 9 and 10 are not used on all units. See table above if applicable for this particular unit. CUSTOMER WIRE SELECTION TABLE POWER WIRE SELECTION TO TERMINAL BLOCK (1TB1) UNIT SIZE VOLTAGE LUG WIRE SIZE RANGE (PER PHASE) CIRC 1 & 2 (SNGL PT PWR) 170 TON 460 V /60 HZ (1) #2 TO 750 & (2) 1/0 TO 250 kcmil HART EVENT CENTER REMODEL ( MECHANICAL ) Field Wiring - Air - Cooled Helical Rotary Water Chillers Item: Al Qty: 1 Tag(s): CH -1 GENERAL NOTES: 1. CAUTION -DO NOT ENERGIZE THE UNIT UNTIL CHECK OUT AND STARTUP PROCEDURES HAVE BEEN COMPLETED. 2 . ALL MOTORS ARE PROTECTED FROM PRIMARY SINGLE PHASE FAILURES. E> CAUTION-TRANE PUMP CONTROL MUST BE USED TO PROVIDE PUMP CONTROL EVAPORATOR CHILLED WATER PUMP MUST BE CONTROLLED BY THE CHILLER OUTPUT. FAILURE TO COMPLY WITH THIS REQUIREMENT MAY RESULT IN DAMAGE TO THE UNIT. WIRING REQUIREMENTS 4. RECOMMENDED FIELD WIRING CONNECTIONS ARE SHOWN BY DOTTED UNES ALL FIELD WIRING MUST BE IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE AND STATE AND LOCAL REQUIREMENTS. EXPORT UNIT WIRING MUST COMPLY WITH LOCAL APPLICABLE CODES. © ALL UNIT POWER WIRING MUST BE COPPER CONDUCTORS ONLY AND HAVE A MINIMUM TEMPERATURE INSULATION RATING OF 90 DEGREE C. SEE UNIT NAMEPLATE FOR MINIMUM CIRCUIT AMPACITY AND MAXIMUM FUSE SIZE REQUIREMENTS. THE POWER WRING LUG SIZE PROVIDED ON THE VARIOUS UNITS IS SHOWN IN THE TABLE ABOVE. 7� POWER FOR THE EVAP HEATERS AND OPTIONAL CONVENIENCE OUTLET IS SUPPUED BY A COMMON CUSTOMER PROVIDED POWER SUPPLY. WHEN POWERED, THE HEAT TAPE WILL USE 1840 VA OF THE TOTAL AVAILABLE SUPPLY ON 60 HZ UNITS AND APPROXIMATELY 1390 VA ON 50 HZ UNITS. ID ALL CUSTOMER CONTROL CIRCUIT WIRING MUST BE COPPER CONDUCTORS ONLY AND HAVE A MINIMUM INSULATION RATING OF 300 VOLTS. EXCEPT AS NOTED, ALL CUSTOMER WIRING CONNECTIONS ARE MADE TO CIRCUIT BOARD MOUNT -ED BOX LUGS WITH A WIRE RANGE OF 14 TO 18 AWG. THE EVAP HEATERS, OPTIONAL CONVENIENCE OUTLET, AND THE GROUND SIDE OF THE FLOW SWITCH GO TO TERMINAL STRIPS WITH A #10 SET SCREW WHICH WILL ACCEPT RING OR FORK TERMINALS OR STRIPPED WIRE LEADS. E) DO NOT RUN LOW VOLTAGE CONTROL WIRING (30 VOLTS OR LESS) IN CONDUIT WITH 110 VOLT OR HIGHER WIRING. DO NOT EXCEED THE FOLLOWING MAXIMUM RUN LENGTHS FOR A GIVEN SIZE: 14 AWG, 5000 FT; 16 AWG, 2000 FT; 18 AWG, 1000FT E> SHIELDED TWISTED PAIR LEADS ARE REQUIRED FOR CONNECTIONS TO THE COMMUNICATIONS INTERFACE MODULE (1U8). THE SHIELD SHOULD BE GROUNDED AT THE RTAC CONTROL PANEL END. 5 . 11 THE CONTACTS FOR THESE FEATURES ARE JUMPERED AT THE FACTORY BY JUMPERS W1 8 W2 TO ENABLE UNIT OPERATION. IF REMOTE CONTROL IS DESIRED REMOVE THE JUMPERS AND CONNECT TO THE DESIRED CONTROL CIRCUIT. 12 AS SHIPPED, THE NORMAL 400 VOLT UNIT CONTROL POWER TRANSFORMERS ARE WIRED ON THE 400 VOLT TAP (H3). TRANSFORMER LEADS 126A 8 1266 SHOULD BE RECONNECTED TO THE APPROPRIATE TAP FOR THE 380 (H2) OR 415 (H4) VOLT POWER SUPPUES. ED , GROUND ALL CUSTOMER PROVIDED 115 VOLT POWER SUPPUES AS REQUIRED BY CODES. GREEN GROUND SCREWS ARE PROVIDED IN THE UNIT CONTROL PANEL. CONTACT RATINGS AND REQUIREMENTS D. UNIT PROVIDED DRY CONTACTS FOR THE EVAPORATOR PUMP CONTROL THE UNIT OPERATING STATUS RELAYS 8 THE ICE MAKING STATUS RELAY (1U10, 1U12, 8 1U13) ARE RATED FOR 7.2 AMPS RESISTIVE, 2.88 AMPS PILOT DUTY. OR 1/3 HP, 7.2 FLA AT 120 VOLTS 80 HZ. CONTACTS ARE RATED FOR 5 AMPS GENERAL PURPOSE DUTY AT 240 VOLTS. THE MAX FUSE SIZE FOR ANY OF THESE CIRCUITS IS 15 AMPS. 15 CUSTOMER SUPPUED CONTACTS FOR ALL LOW VOLTAGE CONNECTIONS MUST BE COMPATABLE WITH DRY CIRCUIT 24 VOLTS DC FOR A 12 MA RESISTIVE LOAD. SILVER OR GOLD PLATED CONTACTS ARE RECOMMENDED. D FLOW SWITCH AND INTERLOCK CONTACTS MUST BE ACCEPTABLE FOR USE IN A 120 VOLT 1mA CIRCUIT. OR A 220 VOLT 2mA CIRCUIT. 18. THE FUNCTIONS OF THE OPERATING STATUS MODULE RELAYS ARE PROGRAMABLE. DEFAULT FUNCTIONS ARE SHOWN. SEE IOM FOR DETAILS. WARNING HAZARDOUS VOLTAGE! DISCONNECT ALL ELECTRIC POWER INCLUDING REMOTE DISCONNECTS BEFORE SERVICING. FAILURE TO DISCONNECT POWER BEFORE SERVICING CAN CAUSE SEVERE PERSONAL INJURY OR DEATH. /l\ CAUTION USE COPPER CONDUCTORS ONLY! UNIT TERMINALS ARE NOT DESIGNED TO ACCEPT OTHER TYPES OF CONDUCTORS. FAILURE TO DO SO MAY CAUSE DAMAGE TO THE EQUIPMENT. FLD = Fumished by Trane / Installed by Others Page 9 of 11 Trane Equipment Submittal NS VOLT CUSTOMER PROVIDED CONTROL MIRO E> 4 C> USE FRONT •104CCKOUTS DI PANEL CUSTOMER PROVIDED CL.20S CONTROL WIRING C> E> USE REAR I KNOCKOUTS IN PANEL AUTO STOP C> TC TVIER lIELDE O TWISTED REISOTE DEVICE CIOS TO NEXT UNIT —EISELE, MASTED P C> 2 L earze w an CIRCO* 1 EXTERN./ CIRCUIT (- 0* LOCKOUT SWITCH CIRCUIT 2 EMERGENCY STOP r MAX FUSE 2117_E IS NAPS FOR SOHZ 20 AMPS FOR MHZ L _ _J 1 H N CUSTOMER PROVIDED 110V110112 rr 220V SOHZ POWER POWER SUPPLY FOR EVAPORATOR HEATER MOOR CONVENIENCE OUTLET CIL37_ P3 c L3 1135 .01.1 ITIS — 1 L " EXTERNAL CIRCUIT — LOCKOUT b 4 1-PN-- • lo= Dr__ ..., , ...sro b II AUTOIEUERG. CP4I CP42 550 CP44 STOP RTAC MAIN CONTROL PANEL 11111 W ATER FLOW WITCH AND INTERLOCKS or, IU10 1111111110 0(10. PUMP CONT. /C> CP43 CUSTOMER PROVIDED 115V 60112 OR E> 220V SW POWER FOR CHILLED WATER PUMP CCNTROL ■21,1 . A 141 112 H3 I44 so3V 300V 415V ITI L MAX FUSE SEM L _ --) 12 15 MIPS SKI OFF --0-41.--o-0-0- — ... !IDOL 9 < 1 — AUTO 5111 50! _) T EV 04 fr— - APORATOR WATER .". it t FLOW INTERLOCK CIRCUIT D. — — — 1— I—i -I- 4-- I-- — — — — _ _ _ L L LL I I 77 III 3 .. a. -I DI 0 CO 0 (flD 0 C D . 0 fit re, c7; cn" >. m z m z -1 m m 70 0 0 m r- m 0 z Field Installed Option Description Part/Ordering Number 150 psi NEMA -3 (sealed) flow switch X13470078010 Neoprene isolators 57095452 HAfAT EVENT CENTER REMODEL ( MECHANICAL ) Field Installed Options - Part/Order Number Summary This is a report to help you locate field installed options that arrive at the jobsite. This report provides part or order numbers for each field installed option, and references it to a specific product tag. It is NOT intended as a bill of material for the job. Product Family - Air - Cooled Helical Rotary Water Chillers Item Tag(s) Qty Description Model Number Al CH -1 1 Air - Cooled Series R(TM) ( RTAC) RTAC170 FLD = Furnished by Trane / installed by Others Page 11 of 11 Trane Equipment Submittal Job information v - t Building Remodel r Lake City (U19)Trent Hunt Comments: Unit Information Series RTM Air - Cooled Liquid Chiller (RTAC) Tag Quantity Nominal tonnage Unit type Capacity Efficiency COP Shipping weight Length Width Height A weighted sound pressure* Manufacturing location Refrigerant charge (HFC -134a) CH -1 1 170 Standard Efficiency/Performance 153.10 tons 9.1 EER 2.66 Each 11000.0 lb 196.000 in 89.000 in 93.000 in 74.00 dBA Pueblo CO ckt 1 ckt 2 155.0 lb 155.0 lb : Sound pressure measured in accordance with ARI Standard 370 -2001 at ARI operating C .tons. Eva orator Information Temperature range Leaving temp Entering temp Flow rate Pressure drop Fouling factor Fluid type Fluid concentration Fluid freeze pt Low temp, with frz prot 45.10 F 55.00 F 400.00 gpm 18.80 ft H2O 0.00010 hr -sq ft -deg FBtu Propylene Glycol 40.0 % -5.18 F 2/20/2002 Product Version: 1.5 Electrical Information Condenser Information MANE* Unit voltage Starter type Unit power Total compressor power Number of fans Fan RLA (each) Comp A RLA 139.00 A LRA 774.00 A MCA MOP Single point Hower 341.00 A 450.00 460V /60Hz/3Ph Across the line starter 202.4 kW 189.6 kW 10.00 Each 2.80 A Comp B Comp C Comp D 139.00 A 774.00 A Dual point power ckt 1 188.00 A 300.00 ckt 2 188.00 300.00 A Ambient temp Elevation Fin type Temperature range Fan motor type Fan motor power 95.00 F 5000.00 ft Aluminum slit Fins Low Ambient Condenser fans with ODP moto 12.0 kW This unit complies with the efficiency requirements of ASHRAE Standard 90.1 -1999 Note: Certified in accordance with the ARI Water - Chilling Packages using the Vapor Compression Cycle Certification Program, which is based on AR Standard 550/590 and the standard ARI rating condition (44/54° F and 95° F). Other rating conditions are rated in accordance with AR1 Standard 550/590. The following are outside the scope of ARI Standard 550/590: Glycol, 50Hz, Size RTAC 200 -500 and remote evaporator models. r Job Information Building Remodel Lake City (U19)Trent Hunt Comments: Unit Information Tag Quantity Nominal tonnage Unit type Capacity Efficiency COP Shipping weight Length Width Height A weighted sound pressure* Manufacturing location Refrigerant charge (HFC -134a) 155.0 lb 155.0 lb : Sound pressure measured in accordance with ARI Standard 370 -2001 at ARI operating ..ions. Evaporator Information Temperature range Leaving temp Entering temp Flow rate Pressure drop Fouling factor Fluid type Fluid concentration Fluid freeze pt Low temp, with frz Prot 21.20 F 27.00 F 400.00 gpm 21.80 ft H2O 0.00010 hr -sq ft -deg FBtu Propylene Glycol 40.0 % -5.18 F This unit complies with the efficiency requirements of ASHRAE Standard 90.1 -1999 Note: Certified in accordance with the ARI Water - Chilling Packages using the Vapor Compression Cycle Certification Program, which is based on AR Standard 550/590 and the standard ARI rating condition (44/54° F and 95° F). Other rating conditions are rated in accordance with ARI Standard 550/590. The following are outside the scope of ARI Standard 550/590: Glycol, 50Hz, Size RTAC 200 -500 and remote evaporator models. 2/20/2002 Series RTM Air - Cooled Liquid Chiller (RTAC) CH -1 1 170 Standard Efficiency/Performance 90.20 tons 8.4 EER 2.45 Each 11000.0 lb 196.000 in 89.000 in 93.000 in 74.00 dBA Pueblo CO ckt 1 ckt 2 Product Version: 1.5 MCA MOP Ambient temp Elevation Fin type Temperature range Fan motor type Fan motor power Electrical Information Unit voltage Starter type Unit power Total compressor power Number of fans Fan RLA (each) Comp A RLA 139.00 A LRA 774.00 A Single point power 341.00 A 450.00 Condenser Information • T/?IUUr 460V /60Hz /3Ph Across the line starter 129.3 kW 115.8 kW 10.00 Each 2.80 A Comp _11 Comp C Comp D 139.00 A 774.00 A Dual point power ckt 1 188.00 A 300.00 ckt 2 188.00 A 300.00 75.00 F 5000.00 ft Aluminum slit Fins Low Ambient Condenser fans with ODP moto 12.7 kW 04 -11 -2002 03 :17PM FROM NIELSON, BODILY & Assoc. TO 3593022 P.01 Nielson ' /Bodi1.&Associates Architects PA , h i N .) — Addendum #1 990 John Adams Parkway • P.O. Box 2212 Y Idaho Falls, ID 83403-2212 • Telephone 208/522.8779 • Fax 208/522 -8785 April 11, 2002 This Addendum applicable to work designated herein shall be understood to be and is an Addendum and as such shall be part of and included in the Contract. To all bidders for furnishing all labor and materials necessary for: Failure to acknowledge receipt of this Addendum on the bid proposal form may result in rejection of your bid. ARCHITECTURAL ITEMS HART BUILDING BYU -IDAHO 1. Notice to Bidders, Page 1, Section 7. Note the pre -bid conference was held Monday, April 8, 2002. 2. Notice to Bidders, Page 1, Section 8. The bid opening date and time is changed to Wednesday, April 17, 2002 at 2:00 p.m. The location is unchanged. 3. Notice to Bidders, Page 1, Section 9. The deposit amount is changed to $100 for each set of documents. 4. Notice to Bidders, Page 2, Section 10. a. Add Arrington Construction, Idaho Falls, Idaho 208 -522 -1990 as a pre - qualified general contractor bidder. b. Delete Star Corporation as a pre - qualified general contractor bidder. c. Delete Hi -Desert Mechanical as a pre - qualified mechanical bidder. d. Add Thurgood Mechanical, Rigby, Idaho 208 - 745 -9302 as a pre - qualified mechanical bidder. 5. Notice to Bidders, Page 2, Section 10. Add the following: 6. Pre - qualified Asbestos Abatement Bidders: a. Echeco Environmental, P.O. Box 476, Blackfoot, Idaho 83221 (208) 785 -6852 b. Excel Mechanical Insulation, 1573 West Sunnyside Road, Idaho Falls, ID 83402 (208) 552 -0850 c. Northwest Technologies, Inc., 807 Lindsay Blvd., Idaho Falls, ID 83402 (208) 529- 6650 6. General Conditions, Page 21. Delete Section 46 in its entirety. 7. General Conditions, Page 2. Delete Paragraph A and B of Section 7 and insert the following paragraphs: A. Within 7 days after the notice to proceed and not less than 14 days prior to the first pay request, the contractor shall submit a project schedule to include all sections of work associated with the project. The project schedule shall be submitted in a CPM format using SureTrak 3.0 or higher or P3 software provided by "Primavera ", or comparable. The Contractor shall prepare the schedule to be printed out on a sheet or series of sheets of stable transparency or other reproducible media, of sufficient width to show data for the entire construction period. Page 1 0,4 -11 -2002 03 :17PM FROM NIELSON, BODILY & Assoc. TO 3593022 P.02 B. The Contractor shall submit a printed form of the schedule as noted above and shall also submit the schedule in a SureTrak 3.0 format on disk so the owner can review the schedule and use the schedule. The Contractor shall submit the schedule with early start early finish dates and late start late finish dates. Changes during the contract period that do not impact the schedule beyond the contract completion date will not be considered as an impact. C. The schedule shall be in sufficient detail to include, but not be limited to, all sections of the specifications and plans that are of significant elements to the project. All work shall be represented to show relationships leading to the critical path of the project. D. After the acceptance of the schedule the contractor shall submit a baseline schedule. This baseline schedule will be used throughout the project to evaluate impact of change orders and delays. The baseline schedule shall be updated and reviewed at each project meeting as directed by the owner's representative. E. All activities on the schedule shall be related to the schedule of values of the project. This relationship shall be submitted with each pay request with an updated schedule to show actual work in place vs. scheduled, with percentages shown of both dollars and work in place for the total project and the current billing period. 6. Reminder: As noted on the cover page of the Standard Contracts Documents, "All references to Ricks College shall be interpreted to mean BYU- Idaho." 7. Include attached electrical bid breakdown form with other bid form documents when submitting bid. 8. Plan sheet A1.2., Mechanical Room 118. Change south wall from 8" CMU as shown to 3 %" metal studs with 5/8" abuse resistive gypsum board on both sides. See attached Sketches AD 1 -1 and AD 1- 2. New openings to be saw -cut into existing concrete wall shall be reinforced as shown on attached Sketch AD1 -1. Page 2 0,4 -11 -2002 03 :10PM FROM NIELSON, BODILY & Assoc. TO 3593022 P.03 MODIFY DOOR FRAME TO ACCOMMODATE METAL 0 STUD WALL SIZE SEE DETAIL A /AD1.2 - -� 3 V2" METAL STUDS AT 18" 11 8 ON CENTER WITH 5/8" ABUSE RESISTIVE GYP BD ON BOTH SIDE FILL WALL WITH R -13 BATT INSUL EXTEND WALL TO UNDERSIDE OF FLOOR DECK ABOVE MECHANICAL 118 ADD GLASS FIBER REINFORCING STRIP VERTICAL TO FACE OF WALL AT EACH OPENING EQUAL TO 0.8 SQ. K REINFORCING T-0"W x SCALE: I /8" = 1' -0" (2) 6" x 6" x 1/2" ANGLES ALL AROUND. (2) 6" x 6" x 3/8" ANGLES AT 3' -O" x T -O" OPENING 3' -0"W x TYPICAL SAWCUT OPENINGS INTO EXISTING CONCRETE WALL l' -10* 0 !1/ JAMS SCALE: 1 I/2" = I' -O" MECHANICAL ROOM FLAN J Q U z 0 GRAS SMOOTH, TYP. 1/2 "4 STEEL ROD AT 21" ON CENTER EXISTING CONCRETE WALL. ;Kr= :77 .1, I W 7S i 3 J ys' §^ ET la:;arTa: n F: PROJECT. HART PHYSICAL EDUCATION BUILDING/BYU -I Bodily & Associates P.A. Architects 990 John Adam Ploy, Po Box 2212, Idaho ADS ID 83403 iekphoae 203/522 -8779 Fax 208 /522 -8785 Ting MECHANICAL PLAN a llc�:c. -.^ � v �a ;(u:C _?u. l9B:t�.�rs3'�i,G, `,'I:E�w CIS"' '' `'r�? „5. �:'LS:ww.,;i �i:� E._,1. 77.7 : � r. ; t T�7 .�5.:!''�Ti'3,;, ^9- �`xl`W,: i�313E. ^i I DATA` PROJECT No. � � 4 APRIL 2002 � � 0165 -67- -940 w.,..i.:; -�` ,:rum. r?� scAL& AS NOTED DRAND G Nc AD1 -1 0.4 -11 -2002 03:19PM FROM NIELSON, BODILY & Assoc. TO 3593022 P.04 n!TAI L. SCALE: 1 1/2" = t -0 5/8" ABUSE RESISTIVE GYP BD. TYPICAL EXISTING STEEL COLUMN 2" x 5 3/4" H.M. FRAME 3 1/2" METAL STUDS AT 16" ON CENTER R -13 BATT INSULATION ;i;:+t3:. .a �.:4 PROMO! HART PHYSICAL EDUCATION BUILDING /BYU —I Nielson Bodily & Associates P.A. Architects 990 John Adams Pkwy, Po Dos 2212 Idaho Palls 1D 88403 7bkphona 208/522 -8779 Fax 208/522-8785 1 y 277Z& IT DETAIL t: h�� .T.4r1.,.,'•'P�Tv ?(H3- w -;..Ae k PROJECT No. n 0165 -67 -840 DATE APRIL 2002 SCALE ki! AS NOTED DRAWING No. AD1 -2 t AZ,,, r s 7 .: 0 � ( POWUC. uLi;:Ofitwle��. eF,... if. P� ,,,1u_t <t,:+t."dclu�.::::�',r� r -: 2 z 0.4 -11 -2002 03:20PM FROM NIELSON, BODILY & Assoc. TO 3593022 P.05 Brigham Young University - Idaho Remodeling of Hart Physical Education Building REVISIONS TO THE PROJECT MANUAL 1. Section 15300 — Fire Sprinkler System a. 1.08.C: Should read: "Prior to commencing fire sprinkler design, the fire sprinkler contractor shall conduct a flow test at the site. Coordinate with BYU — Idaho and obtain written approval prior to conducting the flow test. Derate the static and residual pressures from the contractor flow test by 10% for use in the hydraulic calculations. The following flow test may be assumed for bidding purposes only. Static Pressure 65 psi Residual Pressure 55 psi Flow 1500 gpm b. Add the following to Paragraph 2.02.A: "Piping shall be clearly labeled identifying the requirements of the specification, IE: manufacturers name, approvals, ratings, etc. 2. Section 15830 — Terminal Heat Transfer Unit. a. Add the following Section: SECTION 15830 - TERMINAL HEAT TRANSFER UNITS PART 1- GENERAL 1.01 RELATED DOCUMENTS: A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division -1 Specification sections, apply to work of this section. B. Division -15 Motors Drives and Electrical Requirements for Mechanical Systems, General Mechanical Requirements, and General Pipes and Fittings sections apply to work of this section. 1.02 SUMMARY: A. Types of terminal units required for project include the following: 1. Unit heaters, heating water. 2. Cabinet heater, heating water. Hart Fitness Center Addendum — Mechanical No. 1 0165-67-840 Page 1 April 2002 04 -11 -2002 03 :20PM FROM NIELSON, BODILY & Assoc. TO 3593022 P.06 Brigham Young University - Idaho Remodeling of Hart Physical Education Building 2.02 CABINET HEATERS: A. General: Provide cabinet heaters having cabinet sizes and in locations as indicated, and of capacities, style, and having accessories as scheduled. Include in basic unit chassis, coil, fanboard, fan wheels, housings, filter rails, motor, electric junction box and insulation. B. Chassis: Galvanized steel wrap- around structural frame with edges flanged. Configuration as indicated on drawings. C. Insulation: Faced, heavy density glass fiber. D. Cabinet: 16 -ga removable front panel. Insulate front panel over entire coil section. Provide access door on coil connection side and for motor control. Clean cabinet parts, bonderize, phosphatize, and flow -coat with baked -on primer. E. Water Coils: Construct of 5/8" seamless copper tubes mechanically bonded to configurated aluminum fins. Design for 200 psi and leak test at 300 psi under water. Provide same end connections for supply and return. Each element shall have manual air vent. F. Fans: Provide centrifugal, forward curved double width fan wheels. Construct fan scrolls of galvanized steel. G. Motors: Provide shaded pole motors with integral thermal over -load protection, and motor cords for plug -in to junction box in unit. Motors shall be permanently lubricated. H. Motor Speed Control: Solid state, multi -speed with "off' position, unit mounted. I. Filters: Provide 1" thick throwaway type filters in fiberboard frames. J. Controls: Furnish unit with factory mounted fan speed switch and aquastat. Set up for field mounting of control valve, isolation valves, balance valve, and DDC control. On a call for heat, thermostat will make, control valve will modulate open. Once circulating hot water is sensed by aquastat, fan will run on one of its manually selected speeds. See detail on drawings. K. Unit color to be as selected by Architect. Furnish paint samples for selection. L. Manufacturer: Subject to compliance with requirements, provide cabinet heaters of one of the following: Hart Fitness Center Addendum — Mechanical No. 1 0165-67-840 Page 2 April 2002 0.4 -11 -2002 03:21PM FROM NIELSON, BODILY & Assoc. TO 3593022 P.07 Brigham Young University - Idaho Remodeling of Hart Physical Education Building PART III - EXECUTION 3.01 INSPECTION: 1. Airtherm Mfg. Co. 2. Dunham -Bush, Inc. 3. McQuay Inc. 4. Trane (The) Co. 5. Young Radiator Co. 6. Modine 7. Sterling A. Examine areas and conditions under which terminal units are to be installed. Do not proceed with work until unsatisfactory conditions have been corrected in manner acceptable to installer. 3.02 INSTALLATION OF UNIT HEATERS: A. General: Install heaters as indicated, and in accordance with manufacturer's installation instructions. B. Locate heater as indicated. C. Install piping as indicated. D. Provide and install hangers and supports for heaters. Support heater independently from the structure above. 3.03 ELECTRICAL WIRING: A. General: Install electrical devices furnished by manufacturer but not specified to be factory- mounted. Coordinate with the ceiling system. 3.04 ADJUSTING AND CLEANING: A. General: After construction is completed, including painting, clean unit exposed surfaces, vacuum clean terminal coils and inside of cabinets. B. Retouch any marred or scratched surfaces of factory- finished cabinets, using finish materials furnished by manufacturer. END OF SECTION 15830 Hart Fitness Center Addendum — Mechanical No. 1 0165 -67 -840 Page 3 April 2002 04 -11 -2002 03:21PM FROM NIELSON, BODILY & Assoc. TO 3593022 P.08 Brigham Young University - Idaho Remodeling of Hart Physical Education Building 3. Section 15890 — Ductwork a. General: Exposed ductwork in Aerobic Conditioning area shall be paintlock to allow for field painting. 4. Section 15940 — Air Outlets and Inlets a. Paragraph 2.01.H — Grilles and Diffusers. "a. All grilles and diffusers shall have white baked on enamel finish." REVISIONS TO THE DRAWINGS 1. Sheet P0.1— PLUMBING SCHEDULES AND DETAILS. a. The existing floor drains shown in the Partial Lower Level Restroom Plumbing Remodel Plan shall not be removed. Leave the existing floor drains in place. Cover existing floor drains during construction period. Clean out after construction to insure proper flow. 2: Sheet P1.1 — PLUMBING DEMOLITION PLAN a. The existing floor drains and associated waste and vent piping shown in each of the two toilet rooms of the Partial Lower Level Restroom Plumbing Demolition Plan shall not be removed. b. Drawing note number five (5) is to be changed to read: "Not Used." c. Change drawing note 10 to ready. Remove existing sump pump and return to owner. Remove all related piping back to main line and cap. Remove power, conduit etc. back to breaker panel and disconnect. 3. Sheet P 1.2 — PLUMBING / FIRE PROTECTION REMODEL PLAN a. Drawing note 18 is to point to the existing fire sprinkler riser located near columns L and 8.6. The contractor is to coordinate the new tie -in to the existing supply main and routing of new piping with the contractor of the Auditorium Remodel Project. b. Drawing note 16 is to point to the areas around the new floor drains located in the mechanical room near columns 7 and L and also near columns 7 and K.5. c. Add drawing note 19 which applies to the existing waste piping located near columns 9.2 and J.5: "19. Raise existing waste piping to accommodate new ductwork. Reference drawing M1.2 for ductwork layout. d. Add the following to drawing note 7: "Field verify size, bury and location of existing 6 "W. Report any discrepancies to the engineer for consideration and/or direction." Hart Fitness Center Addendum — Mechanical No. 1 0165 -67 -840 Page 4 April 2002 a4 -11 -2002 03!22PM FROM NIELSON, BODILY & Assoc. TO 3593022 P.09 Brigham Young University - Idaho Remodeling of Hart Physical Education Building e. a. a. a. a. Replace drawing note 18 with the following: "Connect new fire sprinkler riser and associated piping to the existing 6" capped tee located below in the steam vault. Reference the attached supplemental drawing PSD -1 for new riser diagram detail." 4. Sheet MO.1— MECHANICAL SCHEDULES The new Packaged Air Handling Unit (AHU -1) shall be shipped in sections to allow it to be moved into the building. Coordinate with the general contractor to remove and reinstall entry window wall to allow for access. 5. Sheet M1.1 — MECHANICAL DEMOLITION PLAN Remove the existing convector and related piping located in the entry between the new mechanical room and the steam room. 6. Sheet M1.2 — MECANICAL REMODEL PLAN a. The 18 "x6" diffuser run outs serving the 4 diffusers in the corridor south of the Aerobic Conditioning area need only be as ling as the other sidewall diffuser runouts in this area. The corridor wall where the 4 runouts occur is not full height. b. Provide and install in the ceiling above the exit door between the new mechanical room and the steam room a new cabinet heater. Cabinet Heater capacity shall be 400 cfm, 2 row coil, 26,000 btuh, 11.7 gpm Trane model FFE 040,120/60/1, hinged cover with inlet and outlet grilles stamped and cover. Provide vaiving to match detail 11/M5.2. Existing piping from new mains. 7. Sheet M4.1— LARGE SCALE MECHANICAL ROOM PLANS a. Remove the existing pressure plate as part of installing the new cooling coil(s) CC -2. 8. Sheet M4.3 — LARGE SCALE MECHANICAL ROOM PLAN Sawcut walls to install new louvers as required. Reference Architectural and Structural Drawings for additional requirements. b. Extend the 2%2" generator exhaust piping 30' -0" further to the east. Use schedule 40 piping. Relocate exhaust cap and hang to match existing. c. Protect the existing oil lines that run through the new mechanical room. Provide additional hangers to hold piping high in space. 9. Sheet M6.1 — MECHANICAL FLOW DIAGRAMS Cooling coil CC -1 is part of Base Bid and should not be included in Add Alternate No. 2. Hart Fitness Center Addendum — Mechanical No. 1 Page 5 0165 -67 -840 April 2002 Q4 -11 -2002 03 :23PM FROM NIELSON, BODILY & Assoc. TO 3593022 P.10 Brigham Young University - Idaho Remodeling of Hart Physical Education Building 10. SHEET ME6.1 MECHANICAL CONTROLS a. Provide complete DDC controls for the cabinet heater added in this addendum. Including but not Limited to wall sensor, controls, aquastat, 3 way modulating valve etc. END OF MECHANICAL ADDENDUM No. 1 Hart Fitness Center Addendum — Mechanical No. 1 0165 -67 -840 Page 6 April 2002 N a ITEMS *WHICH ARE SHOWN KITH LIGHTER PENP EIGHT ARE BY OTHERS. COORDINATE WITH CONTRACTOR OF AUDITORIUM REMODEL PRO.EGT AS NOTED. 0 10 16 11 4 8 q 18 NEW FIRE SPRINKLER RISER DETAIL NONE EXI5T1N6 6' FIRE LINE FROM EXTERIOR. EXISTING 6' FLANGE LOCATED IN STEAM CONVERSION ROOM. CONCRETE FLOOR AUXILIARY DRAIN VALVES EXTEND AUXILIARY DRAIN LINE TO FLOOR DRAIN PIPE STAND BUTTERFLY CONTROL VALVE WITH BUILT -IN TAMPER SWITCH. ALES I000DGV DETECTOR CHECK VALVE WITH I/7 TEST OUTLETS ON BOTH 5I0E5 OF TIME CLAPPER. ALARM CHECK VALVE WITH BY -PA55 LOOP, MAIN DRAIN OUTLET AND GAUGES. 2' ANGLE VALVE FOR MAIN DRAIN. EXTEND DRAIN LINE TO DISCHARGE TO EXTERIOR LOCATE OUTLET NEAR FDC. USE GALVANIZED PIPING ON EXTERIOR OF BUILDING. VANE TYPE WATER FLOW SNITCH HYDRAULIC DE5I6N INFORMATION PLACE CARDS. SUPPLY TO FIRE SPRIR LER SYSTEMS. EXTBV 4" PIPING TO EXTERIOR WALL AND TERMINATE WITH FOUR-HAY FIRE DEPARTMENT CONNECTION. FIRE DEPARMENT CONNECTION TO MEET THE LOCATION FIRE DEPARTMENT CONNECTION REGAR61N!'S. FIELD LOCATE FDG WITH ARCHITECT / ENGINEER EXISTING DOMESTIC WATER SUPPLY TO REMAIN. GAP NEW 6 "x6 "x4" TEE FOR FUTURE. GIGK VALVE COORDINATE WITH CONTRACTOR OF THE AUDITORIUM Femora PROJECT FOR INSTALLATION OF FIRE DEPARTMENT CONNECTION AND AS5OGIATED PIPING AS SHOWN ON THI5 DETAIL. ' "1VZG11{ 4.0 zcw WO IMF {.08d195c41.33148Wil'{d 0M1:1 04 -11 -2002 03 :24PM FROM NIELSON, BODILY & Assoc. TO 3593022 P.12 r�F.rr - 1v -VG \J3: ALW HART PHYSICAL EDUCATION BLDG. REMODEL BRIGHAM YOUNG UNIVERSITY - IDAHO ELECTRICAL ADDENDUM #1 11 April 2002 1. General: E.0 shall complete the attached bid breakout form and submit with bid. E.C. shall breakout the complete cast for the installation of the) cable tray system shown on sheet E3. 1, including all labor, supervision, materials etc. 2. Sheet ELI: There are two scheduled power outages for this facility_ Any construction power required during these outages shall be the responsibility of the Contractor. Scheduled Outages: 1. June 26 — 29, 2002 2. Aug. 23 — 27, 2002 3. Sheet E2.1: E.C. shall provide all required mounting hardware to properly and adequately install aircraft cable suspension for the Fl fixtures. Cable fittings shall allow field adjustable cable length. Suspend F1 Fixtures such that top of fixture is 2" below bottom chord of joists. 4. Sheet E2.2: Provide and install a 20a., Ip., circuit (T -37) to ceiling mounted electric heater in ramped corridor west of Mech Room #118. 5. Sheet E2.2: Refer to Mechanical Drawings for locations of starters and VFD's in Mech Room #118. 6. Sheet E2.2: Provide and install two 20A., 1p., circuits (T- 33,35) to chemical treatment units in Room #118. See mechanical drawings for exact location and make all required connections. 7. Sheet E4.1: Provide and install fire alarm cable, connection etc_ to a new flow valve and tamper switch on the existing sprinkler system in room #118. See Mech. Dwgs. for exact location. 8. Sheet E4.2: There are no pre - approved equal vendors for the specified sound system. Contractors may list alternate (un- approved) sound system prices, for post bid consideration, on the attached bid breakout form. End of Electrical Addendum #1. P.;01 ITEM A - BASE BID 'AB" "C" ° D " OTHER Light Plautus Section 16510 DMA Idaho s Steven Sales S Idaho Electric Sales S S $ Paging/ Background Music System Section 16770 General Communication S S S S S 04 -11 -2002 03 25P FROM NIELSON, BODILY & Assoc. TO w — a .LJ 4-0 Complete cost for installation of the Cable Tray system including all labor, supervision, material, etc. CABLE TRAY SYSTEM: (S ELECTRICAL BID BREAKDOWN I 3593022 P.13 P_02 BYU- IDAHO, HART PHYSICAL EDUCATION BUILDING REMODEL ELECTRICAL BID BREAKDOWN FORM The General Contract bid will be tabulated using the Column A - Base Bid" total along with all other Electrical work. (All other Electrical items not specifically listed on this form are to be bid as specified, as listed an the Drawings, or as approved in the Addendum to the contract documents.) Prices shall be quoted to the Contractor by the vendor plus sales tax. The General Contractor. with the apparent low bid will provide this form complete. to the Owner, within 24 hours after the hid openings. At that time, the Electrical Contractor's bid must include all items in all columns listed on this form. Prices shall be verified by a copy of the quotation on request. Vendors not specifically pre listed raider alternate Columns B, C, D, or "other" on this form may be submitted as a substitute by the Contractor for consideration by the Owner following procedures noted in the specifications. If a column does not have a vendor per - listed and a substitute has been pro-approved, the Electrical Contractor may indicate the vendor providing the price in the "Other column. Electrical times not specifically listed on this form, in the specification, on the Drawings, or as approved in the Addendum to the contract documents, cannot be listed on the Electrical Bid Breakdown. The owner is not obligated to use items in Column "A - Base Bid". The owner reserves the right to pick and choose form among alternative offerings in Columns B, C, D and E.. The contract shall be adjusted without markup for any price differential between the price listed in Column "A - Base Bid" and that listed in any selected alternative column. The owner reserves the right to accept or reject any of the Equipment or System items anytime within ninety (90) days after signing a contract. TOTAL P.13 04/02/2002 10:09 FAX 801 539 1916 FFKR ARCHITECTS FF <R Architecture / Planning / Interior Design 132 Pierpont Avenue, Suite 200 Salt Lake City, Utah 84101 801.521.6186 Fax 801.539.1916 , ovn.uia maati We are sending you: Fax Number: 208 1 11. 3022 Number of Pages Including Cover Sheet: (j) From: I\ rM t Igi N usr stelp, I IS l+NIUwrm I*[ 11-1& 4'P(4c mot' a.sn: 11-1 I C-5) real 4 tool Fax Transmittal Date: OF.C_. of Project Name= Project Number: 010% 04/02/2002 10:09 FAX 801 539 1916 FFKR ARCHITECTS Tanner Smith & Associates 442 North Main Street Bountiful, Utah 84010 Re: Phone: (801) 298 -8795 Fax: (801) 298 -1132 lsse @aros.net Aijx e FF,e/2, ❑ Urgent ❑ For Review ❑ Please Comment ❑ Please Reply ❑ Please Recycle • Comments: r z s )"7 '7 " 1 From: Pages: Date: CC: a 7 Z7 3/2 1 /oZ T S S E (including this sheet) 0002 L/ V 04/02/2002 10:09 FAX 801 539 1916 FFKR ARCHITECTS STRUCTURAL ENGINEERING CALCULATIONS for the HART BUILDING REMODEL for Brigham Young University, Idaho Rexburg, Idaho Architect FFKR, Architects prepared by Tanner Smith & Associates Structural Engineers March, 2002 Ij 003 04/02/2002 10:09 FAX 801 539 1916 FFKR ARCHITECTS S�E TANNER SMITH & ASSOCIATES STRUCTURAL ENGINEERS 442 North Main Street Bountiful, Utah 84010 phone 801 296 -8795 Fax Sol) 298 -1132 E —mail tase0aros.nel T 3 — � 2 4 3 6 PROJECT 1 / —4 / PE E ARCHRECT LOCATION c fn' d 22 e-/-o p r 6 6 r s PROJECT OATS ENGINEER cif 3 iih004 yfd PACE: Of 04/02/2002 10:10 FAX 801 539 1916 TANNER SLOTH & ASSOCIATES STRUCTURAL ENGINEERS 44 2 North Main Street 8ountitulL, Utah 84010 Phone (807) 298 -8795 Fax (801) 298 -1132 E -mail tsseaoros, net /7a:_ 7 4,r Z PROJECT ARCHITECT LOCATION 1d 7 5 s FFKR ARCHITECTS x � PROJECT if aTE ENGINEER _ f_I 005 ttd UUY PAGE OF 04/02/2002 10:10 FAX 801 539 1916 TANNER SMITH & ASSOCIATES STRUCTURAL ENGINEERS TS TE 442 North Alain Street Bountiful. Utah 84010 Phone (801) 288 -8795 Fax (801) 298 -1132 E —mail tsse0oros.net FFKR ARCHITECTS PROJECT ARCHrTECT LOCATION 13 6 Z 2_ )G.- 7s PROJECT PAGE: OATE ENGINEER _ Or / elf - 2E,0 a 006 04/02/2002 10:10 FAX 801 539 1916 FFKR ARCHITECTS TANNER SMITH & ASSOCIATES STRUCTURAL ENGINEERS 442 North Main Street Bountirul, Utah 84010 Phone (801) 298 -8795 Fax (801) 298 -1132 E — mol t$ue0aros.nel 7 x PROJECT ARCRRECT LOCATION _ 3 r S ( 7 CP J = 30 30 3b Z PROJECT PACE: DATE ENGINEER _ OF 10007 W O O D 04/02/2002 10:11 FAX 801 539 1916 FFKR ARC PROJECT / 71-1 ' I r � i !✓ ` / ARCHITECT LOCATION TANNER SMITH & ASSOCIATES STRUCTURAL ENGINEERS 442 North Main Street Bountiful. Utah 84010 Phone (601) 98 -8795 Fax (801) 298 -1132 E- moil tsseCtoros.net CetAa 5 433 S` Zo e ' 33 /Sr /o 26 LL ZL 8z- SX. 6( PROJECT DATE ENGINEER Y fZ l 7f 4 r. 6, 413 11008 PACE: OF 04/02/2002 10:11 FAX 801 539 1916 TANNER SMITH & ASSOCIATES STRUCTURAL ENGINEERS 442 North Main Street Bountiful, Utah 84070 Phone (801 298 —B795 Fax (801) 298-1132 E —moil tssemaros,nei S Sv szio i< 2 1 d1./v Z4 a'ti / O¢ PRat cr PROJECT I ARCHITECT OnTE LOCATION ENGINEER igs /Jut' 2 1 FFKR ARCHITECTS lv Z 1/2 �tL /Ls If 03. .>-, D .1 2 ¢, 009 L VV0 PAGE: gss" 04/02/2002 10:11 FAX 801 539 1916 FFKR ARCHITECTS Rmax = 0.526 k Vmax@ left = 0.526k 0.50 k Mmax = 0.96 k-A Dmax s -02026 in Rmax = 0.526k Vmax @K= 0.526k 1�j VV.7 04/02/2002 10:11 FAX 801 539 1916 - Rev: 5501b0 User: KW-0604651 Ver5,5.0 25- Sep -2001 Steel Bea Design (c)1903 -2001 ENERCAIC Engineering Software g Description CATWALK ANGLE BEAM SUPPORT General Information Steel Section : LL2.5X2X5/16X3/8 Center Span Left Cant. Right Cant Lu : Unbraced Length Point Loads Dead Load Live Load Short Tenn Location Using: LL2.5X2X5/16X3%8 section, Span = 6.67ft, Fy = 36.0ksi • End Fixity = Pinned - Pinned, Lu = 6.67ft, LDF = 1.000 Actual Allowable Moment 0.966 k -ft 1.850 k -ft fb : Bending Stress 16.052 ksi 23.760 ksi fb / Fb 0.676: 1 Shear fv : Shear Stress fv / Fv Force 8r Stress Summary tir Max. M + Max M - Max. M © Left Max M @ Right Shear @ Left Shear @ Right Center Defl. Left Cant Defl Right Cant Deft ...Query Dell @ Reaction @ Left Reaction @ Rt Depth Width Thickness Area #1 0.500 1.835 TSSE 442 North Main Street Bountiful, UT 84010 (801) 298 -8795: Phone (801) 298 -1132: Fax <<-- These columns are Dead + Live Load placed as noted -,> DL LL LL +ST LL LL +ST Maximum Onty . t Center @ Center Ca) Cants an Cants 0.97 k -ft 0.05 0.97 0.53 k 0.53 k -0.181 in 0.000 in 0.000 in 0.000 ft 0.53 0.53 2.500 in 4.375in 0.313 in 2.62 in2 6.67 ft 0.00 ft 0.00 ft 6.67 ft #2 0.500 4.835 0.530 k 0.848 ksi 0.059 1 0.03 0.53 0.03 0.53 -0.009 0.000 0.000 0.000 0.03 0.03 FFKR ARCHITECTS Pinned - Pinned Bm Wt. Added to Loads LL & ST Act Together Weight I -xx I -yy S -xx S -yy #3 #4 -0.181 0.000 0.000 0.000 0.53 11.250 k 14.400 ksi Title : Hart Event Center Remodel Job # 01073 Dsgnr: JWC Date: 1:31 PM, 1 FEB 02 Description : Scope: Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements -0.161 0.000 0.000 0.000 0.53 0.53 0.53 1 Section Properties LL2.5X2X5116X318 8.90 #/ft 1.58 in4 2.36 in4 0.934 in3 0.722 in3 Fy 36.00ksi Load Duration Factor 1.00 Elastic Modulus 29,000.0 ksi #5 #6 Page 1 c: \my documents \enercal \01073.ecw:calculaUon Max. Deflection Length/DL Defl Length /(DL +LL Deti) 0.000 0.000 0.000 0.000 Beam OK Static Load Case Governs Stress r -xx ray Angle Spacing 11 7 k k k ft k -ft k -ft k -Ft k -ft k k 0.000 in 0.000 in 0.000 in 0.000 in k k -0,181 in 9,266.5 : 1 441.2 : 1 0.777 in 0.948 in 0.375 in on 04/02/2002 10:12 FAX 801 539 1916 FFKR ARCHITECTS Ts s :-. Rev: 550100 User: KW -0609651 Ver 5.5.0 25-Sep -2001 (c)1983 -2001 ENEACALC Engineering Software Description CATWALK ANGLE BEAM SUPPORT Sketch & Diagram TSSE 442 North Main Street Bountiful, UT 84010 (801) 298 -8795: Phone (801) 298 -1132: Fax Title : Hart Event Center Remodel Job # 01073 Dsgnr. JWC Date: 1:31 PM, 1 FEB 02 Description : Scope : Steel Beam Design Page 2 c :1mv doc uments \enercal \01073.ecw:Glailation a 012._. 04/02/2002 10:12 FAX 801 539 1916 FFKR ARCHITECTS TANNER SMITH & ASSOcIATEs STRUCTURAL ENGINEERS PROJECT T S Bountifu Utah 84010 442 North Mein Street - Phone (801) 298 -8795 ARCHITECT Fax (801) 298 -1132 E —mail tsacOeros. net LOCATION /Vi 67 ik t, . 1 ..s444 L(_ - sr • 'TRAI,S...5.,E S gl 41)(n" M E A.1 P rrvi7 - 6Zz_ kips Nvw 0P- r.(t."7)6=6 06.) = 6.67 X P.S 42,6 PROJECT / DATE ENGINEER _ 714Ps a lj 013 yy v14 PAGE or 04/02/2002 10:13 FAX 801 539 1916 TANNER SMITH & ASSOCIATES STRUCTURAL ENGINEERS T S 442 North Main Street J Bountiful, Utah 84010 sE Phone ( aO1$ 298-6795 Fog (801) 298 -1132 E -ma il tsse0eres, net NEw (3z -s) 3Z -z) p ?Eh/ 0 VER H-cAo OPE,n! >!N6 ..S1 zF: .= ! —.14 .... ...rat ���,� .. AC c. .�flvv� TH IS DEEP EA-ovcn N L ,vD L o ) = (r;o6)( 1 : f sF) ( ZO p y , 2 ,1 .SerSMr L 1 -040 (3z-3) Fp DEAD g g,q rn PROJECT 4 ZT k vE X1.1 C EA t Ire 44006 L. PROJECT ARCHRECT F k IMTE�L $/ ZJp tor�tTroa � —T -3 ENGINEER 11 X. .T He FOR Th4 E. C�► = O. ,„ y.oCgZP Wr=(y.o)(o 0, 7C. 3 6 • s � SF = l �-- Fog fI S D 1,,,<1 DE U FFKR ARCHITECTS 9 ) 0 n 1V .k _ I.L g. - 1. 4,Qo,, 7 0 p EAAAJ 4 5 of 7 opt,, ^4, w iH t e r p• F IYSP,F) 13° I, t 135F (I. o)(v, z9)(1 q i' (ly ; 36 3 - 3�,,Z�1. (1 s =J, 0 `/5 RI 014 .L 4.1 PAGE: OF a. oz (so '. —i ) = cX 37gg F� 2 -9 36 5 PSf I- 304 7-g k t f'S 04/02/2002 10:13 FAX 801 539 1916 TANNER SMITH de ASSOCIATES STRUCTURAL ENGINEERS PROJECT H i t [7- E C Eh, i ER K E MODEL S 442 North Moin Street Bountiful, Utah 84010 i� Phone MI) 298 -8795 ARGNrtECf F F f� Fax (801) 298 - 1132 E—mail tsse0oros, net LOCATION ENGINEER FFKR ARCHITECTS PrioJEcr r _QLo73 DATE Z 3 Za a (/VC 411015 PAGE: OF __ 04/02/2002 10:13 FAX 801 539 1916 1 TSSE 442 North Main Street Bountiful, UT 84010 (801) 298 -8795: Phone (801) 298 -1132: Fax L Rev: 550100 User: KW- 0601651 Ver 5.5.0, 25- Sep -2001 (c) 1993.2001 ENEnCALC Engineering Software Description eral Information Clear Height Parapet Height Thickness Bar Size Bar Spacing Bar Depth Min Dell. Ratio Concrete Weight ads Lateral Loads Wind Load Point Load ...height ...load type Lateral Load .__distance to top ...distance to bot ...load type all Analysis Basic Defl w/o P -Delta Basic M w/o P -Delta Moment Excess of Mcr Max. P - Della Deflection Max P -Delta Moment Maximum Allow Vertical Bar Spacing Maximum Allow Horizontal Bar Spacing Summary Tilt -Up Wall Panel Design Existing Conc. Wall used as a Jamb Mn • Phi : Moment Capacity Applied: Mu Mid -Span Applied: Mu Top of Wall Max Iterated Service Load Deflection Actual Deflection Ratio UBC Allow. As % 0.6* hoBal Actual AxIaI Stress : (Pw + Po) / Ag Allowable Axial Stress = 0.04 • fc 15.000 ft 0.000 ft 12.000 in 4 12.000 in 9.000 in 150.0 145,00 pcf 87.100 psf Ibs Seismic 108.75 #/ft 15.000 ft 9.833 ft Seismic fc Fy Width FFKR ARCHITECTS For Factored Load Seismic 0.017 31,575.3 0.0 0.017 31,762.8 8.333 in 13.889 in Title : Hart Event Center Remodel Job # 01073 Dsgnr_ JWC Date: 5:57PM, 23 JAN 02 Description : Scope: [?e Calculations are designed to ACI 318-95 and 1997 UBC Requirements k 4,000.0 psi 40,000.0 psi 0.900 12.000 in Seismic Zone Min Veil Steel % Min Horiz Steel % Wall Seismic Factor Parapet Seismic Factor Using: UBC Sec. 1914.8 method...Deflectro s Iterated are Iterat ombmed Parapet Weight Counteracts Middle Stresses Wind 0.020 in 37,480.2 in -# 0.0 in# 0.020 in 37,670.5 in # Parapet Bar Spacing Parapet Bar Spacing �0 Vertical Loads Uniform DL Uniform LL ...eccentricity Concentric DL Concentric LL Seismic "I" Magnifier Wind "I" Magnifier Page 1 c:\mv documents1enerca1 \01073.ecw:Calculation 22,55.3.8 0.0 0.012 22,649.3 Req'd : SEISMIC Req'd : WIND #/ft #/ft in 7,800.00 Ibs Ibs 1.000 1.000 C For Service Load Deflections Seismic Wind 0 0.016 in 29,396.2 in4 0.0 in-# 0.016 in 29,538.4 in-# 8.333 in 8.333 in 15.00ft dear height, 0.00ft parapet, 12.00in thick with #4 bars at 12.00in on center, d= 9.O0in, fc = 4,000.0p: Using: UBC Sec_ 1914.8 method...Deflections are Iterated Factored Load Bending : Wind Load Governs Maximum Iterated Moment : Mu 37,670.52 in-# Moment Capacity 111,878.94 in-# Service Load Deflection : Wind Load Governs Maximum Iterated Deflection Deflection Limit 0.016 in 1.200 In Seismic Wind 160,975.07 in# 111,878.94 in-# 31,762.77 in-# 37,670.52 in-# 0.00 in-# 0.00 in-# 0.01 in 0.02 in 15,033 : 1 11,255 : 1 0.0019 0.0019 0.0297 0.0297 61.72 psi 160.00 psi Wall Design OK 61.72 psi 160.00 psi 3 0.0020 0.0012 0.2520 0.3000 Zi016 ' 1 ut 04/02/2002 10:14 FAX 801 539 1916 FFKR ARCHITECTS TSSE 442 North Main Street Bountiful, UT 84010 (801) 298 -8795: Phone (801) 298 -1132: Fax U se r KW-06 User: KW-0604651 Ver 5.5,0 Z5-Se 01983 -2001 EI4EQCALC Engineering Software Description LA alysis Data E 3,604,996.5 psi n =Es /Ec 8.04 Fr Multiplier for sort(Pc) 5.000 Ht / Thk Ratio 15.00 Values for Mn Calculation... As :eff= [Pu:lot + AsFy] /Fy a : (AsFy + Pu) /(.85 Pc b) • c =a /.85 (gross !cracked I -eff (ACI methods only) Phi: Capacity Reduction Mn= As :eff Fy(d -a/2) - Pu (WatfThk/2 -Bar Depth) [Additional Values Loads used for analysis Wall Weight Wall Wt " Wall Seismic Factor Wall Wt * Parapet Seismic Factor Service Applied Axial Load Service Wt @ Max Mom Total Service Axial Loads ACI Factors (per ACI, applied internally ACI 9 -1 & 9 -2 DL 1.400 ACI 9 -1 & 9 -2 LL 1.700 ACI 9 -1 & 9 -2 ST 1.700 ....seismic = ST • : 1.100 Sketch & Diagram - 95.59pef Elf. wild Seismic - -. .. 0.252 Seismic Fy - re . 4, U,ine: 94 • 0011, Thick - 12 1 1 0 0 9 0 MetEAWA/BC 1914.0 w/ Iterated Deflections SciwT C load Existing Conc. Wall used as a Jamb 145.000 psf 36.540 psf 43.500 psf 7,800.00 #/ft 1,087.50 #/ft 8,887.50 #/ft to entered Toads) ACI 9-2 Group ACI 9 -3 Dead Load Factor ACI 9 -3 Short Term Factor Title : Hart Event Center Remodel Job # 01073 Dsgnr: JWC Date: 5:57PM, 23 JAN 02 Description Scope: Tilt -Up Wall Panel Design Sgross Mcr =S•Fr Fr = Rho: Bar Reinf Pct Seismic 0.511 in 0.501 in 0.589 in 1,720.000 in4 291.63 in4 0.00 in4 0.900 178,861.19 in4 Factored Loads Applied Axial Load Lateral Wall Weight Total Lateral Loads - e7.1psf Wind lead 0.750 U BC F actor 1.400 0.900 UBC 1921.2.7 "0.9" Factor 0.900 1.300 154 Page 2 c: \my documents \enercal \01073.ecw :Calclatlon 288.000 in3 91,073.6 in-# 316.23 psi 0.0495 Wind 0.433 in 0.425 in 0.500 in 1,728.00 in4 252.35 1n4 0.00 in4 0.900 124,309,93 in -# „„,,aeisrwk" umw. Wind -. 1 0, 920.00 8,190.00 1//ft 1,522,50 1,141.87 #/ft 12,442:50 9,331.87 #/ft I j 017 tied Ulu 1 04/02/2002 10:14 FAX 801 539 1916 TANNER SMITH & ASSOCIATES STRUCTURAL ENGINEERS T S 442 North Main Street S Bountiful, Utah 84010 S Phone (B01 298 -8795 Fax ( 801) 298 -1132 E -m tseearatnet 0 -S4 (a.z 2,5C4t R v7.i !,I.C, 14) ! AJ () 5 Tk uc 0 A : (Se/...$111 ,7f .. r. . . (i.t,,) _ (.o z.o)(g) 0 C E X. PoS u R tick- . tick 63i-t,5: R Ce W- w L ; tel. c)(/. 0), w . (o. C )(irqi-6..*0 4s o NTLy c R E£ N .v4LL ( w (zic0(6igS)0.11) SET LOCATION PEE D ilk n PROJECT 114 R. T E ENT C £v 66f F FFk 0. o9G = 0, FFKR ARCHITECTS 0.0951 sec 42 C77 0. 017.11 vf3( C Ss ISNII( ZJALE Svc c EM ODkC PROJECT , v OATS I z Z Ov Z ENGINEER .11 �✓ Q o L C Ge, ' G 0 ) 0.06 Sf c r *xP c 0: zy O LS 6 3 z. SA Z. 9 U1018 Rai PACE; OF 04/02/2002 10:15 FAX 801 539 1916 JWC TSSE Total Wall Height = Nominal Wall Thickness = Weight of Wall = QE= V = ...Seismic Force = Wind Force = Depth to Steel = Masonry fm = DESIGN SUMMARY MASONRY SCREEN WALL DESIGN AND ANALYSIS TITLE: Hart Event Center Remodel JOB #: 01073 Design Moment = pmin p= Required As = FOOTING ANALYSIS Footing Width "B" _ Soil Load on Footing = 8ft 8 in 106 psf 0.148 g 15.688 psf 24.3 psf 3.9375 in 1500 psi 777.6 ft-lb/ft 0.0013 0.0047 0.22 in ^2 /ft 2.5 ft. 360 psf OTM = 1020.6 #>-ft/ft Mr = 2653.75 # -ft/ft Safety Factor = 2.60 FFKR ARCHITECTS Masonry Screen Wall fa = Fb = 2 /kj = k= np = Load Duration Factor = 1.33 Em = fm ' 750 Ev = fm 400 Modular Ratio (n) = 25.8 Spec. Inspect.? (Y /N) N S.B.P. = 1840 psf 1/23/02 17.67 (Conservative) 146.50 299.33 5.97 0.3844 0.1200 M = 1021 # -ft/ft R = 2123 # /ft e= 0.48 ft SCREEN_xIs EJ019 04/02/2002 10:15 FAX 801 539 1916 FFKR ARCHITECTS TANNER SMITH & ASSOCIATES STRUCTURAL ENGINEERS S �E 4c - i vL 442 North Main Street Bountiful. Utoh 84010 Phone (801) 298 -8795 Fox (801) 298 -1132 E — moil t:se *oroe.nel LOCATION So ► L 6 4-2 i •v6 17- ET-.4Ini1. 0 Fg- C F4 -c j1r �_:PiI - Itl- at p - EssuR F'KessuK E PASJECI i E Aill G En:► E 1 e E m ilc.LpRoJEcT f> lQ7 Ai HRECT F F k g.. W ALL P XE z_O 0- 0 P-5 X- F Zsa ps F z -2" GATE ZQ y ENGINEER OF a020 020 a PAGE: 04/02/2002 10:15 FAX 801 539 1916 TSSE 442 North Main Street Bountiful, UT 84010 (801) 290 -8795 ; Phone (801) 298 -1132: Fax Rev_ 550100 U Ver 5,5.0, 25- Sep -2001 (c)1983 -2001 ENEl CALL Engineering Software User: KW- 050.1651 L riteria 1 Retained Height Wall height above soil Slope Behind Wall Height of Soil over Toe Soil Density Wind on Stem [Design Summary Total Bearing Load ...resultant ecc. 9.00 ft 1.00 ft 0.00 :1 36.00 in 110.00 pcf 24.3 psf 5,072 Ibs 8.65 in Soil Pressure @ Toe 1,892 psf OK Soil Pressure @ Heel 137 psf OK Allowable = 2,000 psf Soil Pressure Less Than Allowable ACI Factored @ Toe - 2,390 psf ACI Factored @Heel = 172 psf Footing Shear @ Toe = 19.9 psi OK Footing Shear @ Heel - 42.2 psi OK Allowable = 93_1 psi Wall Stability Ratios Overturning = 2.30 OK Sliding = 199 OK Sliding Calms (Vertical Component Used) Lateral Sliding Force = 2,024.3 Ibs less 100% Passive Force = - 2,000.0 Ibs Tess 100% Friction Force = - 2,028.8 Ibs Added Force Req'd = 0.0 Ibs OK ....for 1.5:1 Stability = 0.0 Ibs OK Footing Design Results 1 Toe Heel Factored Pressure = 2,390 172 psf Mu' : Upward = 4,859 0 ft- Mu': Downward = 1,577 5,570 ft-4 Mu: Design = 3,282 5,570114 Actual 1-Way Shear = 19.94 42.16 psi Allow 1 -Way Shear = 93.11 93.11 psi Toe Reinforcing = # 4 @ 16.00 in Heel Reinforcing = # 4 © 12.00 in Key Reinforcing = None Spec'd FFKR ARCHITECTS Scope: 'Soil Data Allow Soil Bearing = 2,000.D psf Equivalent Fluid Pressure Method Heel Active Pressure = 40.0 Toe Active Pressure = 0.0 Passive Pressure. = 250.0 Water height over heel = 0.0 ft FootingllSoil Friction = 0.400 Soil height to ignore for passive pressure Stem Construction Design height Wall Material Above "Ht" Thickness Rebar Size Rebar Spacing Rebar Placed at Design Data fb/FB + fa/Fa Total Force @ Section Moment....Actual Moment Allowable Shear.....Actual Shear Allowable Title : Hart Event Center Remodel Job* 01073 Dsgnr: JWC Date: 2:42PM, 23 JAN 02 Description : 0,00 in Top Stem Stem OK 0.00 Concrete 8.00 _ # 5 6.00 Center = 0.915 Ibs = 2,795,3 ft-#= 8,654.4 = 9,459.0 psi = 58.2 psi = 93.1 21.36 8.61 96.7 in = 4.00 ft = Bar Develop ABOVE Ht. in = Bar Lap /Hook BELOW Ht. in = Wall Weight Rebar Depth 'd' Masonry Data fm Fs Solid Grouting Special Inspection Modular Ratio 'n' Short Term Factor Equiv. Solid Thick. _ Masonry Block Type = Normal Weight Concrete Data psi = psi = 1 fc = 3,000 psi Min. As % Toe Width Heel Width Total Footing Width Footing Thickness Key Width Key Depth Key Distance from Toe = Cover @ Top = 3.00 in fc psi = 3,000.0 Fy psi = 60,000.0 Other Acceptable Sizes & Spadn s Toe: #4th 17.00 in, #5© 26.25 in, 46@ 37.00 in, #7@ 48.25 in. #8@ 48.25 in, #9@ 4 Heel: #4@ 12.25 in, #5@ 19.00 in, #6@ 27.00 in, #7@ 36.75 in, #8@ 48.25 in, #9@ 4 Key. No key defined CfJJ021 LEI Cantilevered Retaining Wall Design Page 1 Description Electrical Enclosure Retaining Wall c:\my documents \enena1101o73.ecw:Calculatlon [Footing Strengths & Dimensions Fy = 60,000 psi 0.0014 2.17 ft 2.83 5.00 12.00 in 0.00 in 0.00 in 0.00 ft Btm.= 3.00 in 04/02/2002 10:16 FAX 801 539 1916 TSSE 442 North Main Street Bountiful, UT 84010 (801) 298 -8795: Phone (801) 298 -1132: Fax Rev: 550100 User: KW-0604651 Ver 55.0, 25- Sep -2O01 (c)1983 -2001 ENEKALC Engineering Software Description Item Heel Active Pressure Toe Active Pressure Surcharge Over Toe Adjacent Footing Load Added Lateral Load Load @ Stem Above Soil SeismicLoad Total Resisting /Overturning Ratio Vertical Loads used for Soil Pressure = FFKR ARCHITECTS Scope : Cantilevered Retaining Wall Design Electrical Enclosure Retaining Wall Title : Hart Event Center Remodel Job # 01073 Dsgnr: JWC Date: 2:42PM, 23 JAN 02 Description : 1 [Summa y of Overturning & Resisting Forces & Moments OVERTURNING. Force Distance Moment Ibs h ft-# 2,000.0 3.33 6,666.7 24.3 10.50 255.2 9023 "rM = 6,921.8 2.30 5,071.9 Ibs Vertical component of active pressure used for soil pressure Soil Over Heel Sloped Soil Over Heel Surcharge Over Heel Adjacent Footing Load Axial Dead Load on Stem Solt Over Tae Surcharge Over Toe Stem Weight(s) Earth @ Stem Transitions Footing Weight Key Weight Vert. Component Total = Page 2 c :\my d -e e \ rcal \ CCU men n Force ibs IZI 022 IN UAL RESISTING Distance Moment ft ft1 2,145.0 3.92 8,401.3 0.00 715.0 1.08 966.7 2.50 750.0 2.50 495.3 5,00 774.6 2,416.7 1,875.0 2,476.4 5,071.9 Ibs R.M.= 15,943.9 04/02/2002 10:16 FAX 801 539 1916 FFKR ARCHITECTS @Toe Designer select #4@12.in all hertz. reinf. @ Heel 8.in Cone w/ #5 @ 6.in do 2-2" la ► t 5' -0" 2-10" 10 -0" CJ 023 IQ uZZ 04/02/2002 10:16 FAX 801 539 1916 FFKR ARCHITECTS fUO24 Pp= 2000.# 1892.3psf 136.52psf 2000.# 04/02/2002 10:17 FAX 801 539 1916 TANNER SMITH & ASSOCIATES STRUCTURAL ENGINEERS 442 North Main Street Bountiful, Utah 84010 Pnone (801) 298 -8795 For (801) 298 -1132 E —moil te*CCoros.net 20 QC- 614: oic. 1 1-f3 Po= . 1/.3 Per. L i0 D:L = 3.7, 7 ps S4 =3O/S E u ►ST r iv.(r) M =: 3y0 s' TL ^ / ;607k LE D L� �.. eo,y- 3'v�' 6!t PROJECT N' -T EvE i'-T G- 64 RtMvOf i- ARCHITECT LOCATION C 4P/9 I Ty C4T'7yA441.5 '4LLo I- -14/3 C7 . iv, bU. C A PJ9 - . z)(z 6 z)) ( (9 9.5.. = 1.6 o 7 kt- F (157) z�' = go. 9 rs o 8 t, FFKR ARCHITECTS 51.5 ! c- F SPA.v= hl. o 1 6,6 pt.F - r L �yy t- 7 PROJECT 1 GATE L LDq Z ENGINEER sJ , f 0 o d. C 6 G' 3ps L Lie" t osP D 1 3 7. 3/3,3f 0.Pj E A4,, c 01,,, lZ1 025 %I ULY PAGE: Or 04/02/2002 10:17 FAX 801 539 1916 TANNER SMITH & ASSOCIATES STRUCTURAL ENGINEERS TI S 412 North Attain Street J Bountiful, Utoh 84010 Phone (601) 298-6795 For (801) 298 - 1132 E —mail tsseeoros.net 1 -. , .4L s C ZF14-crr 7L v Die fps r I 0 es F BPsF Cpirc k s� r S ,S p P aA. t /60.s' 7 F - 7 z pLr 17 C gAG� S J A61) LA-11 d.✓ PROJECT ARCHITECT LOCATION ( 5 (6,s') FFKR ARCHITECTS X4/ -T kvp:A. - ,TGi( g ,viaOt p g r• 6 r- z PS PS F- F H Ls ( . (6. $) z_/ L/6 g Z.spJF 5,0 psi— z?,S'ps F < Z - 7, r Fsf DATE �I ENGINEER s f� 026 j V G J PACE OF A LLoi 4 LE PL 04/02/2002 10:17 FAX 801 539 1916 Rev; 550100 User: KW -0604651, Ver 5.5.0, 25-Sep-MI Steel Beam Design (c)1983.2001 ENERCALC Engineering Software g Description BEAM SUPPORTING SPEAKERS General information Steel Section W12X26 Center Span Left Cant. Right Cant Lu : Unbraced Length Point Loads Dead Load Live Load Short Term Location Max. M + Max. M - Max. M @ Left Max_ M @ Right Shear @ Left Shear @ Right Reaction @ Left Reaction © Rl #1 6.400 11.333 Shear fv : Shear Stress fv /Fv Force S Stress Summary TSSE 442 North Main Street Bountiful, UT 84010 (801) 298 -8795 : Phone (801) 298 -1132: Fax 3.49 k 3.49 k 3.49 3.49 22.67 ft 0.00 ft 0.00 ft 11.00 ft #2 Summary Using: W12X26 section, Span = 22.67ft. Fy = 50.0ksi End Fixity = Pinned- Pinned, Lu = 11.00ft, LDF = 1.000 Actual Moment 37.934 k -tt ib : Bending Stress 13.634 ksi lb/Fb 0.575 : 1 3.495 k 1.243 ksi 0.062 : 1 «- These columns are Dead + Live Load placed as noted -» DL LL LL +ST LL LL +ST Maximum Only a( Center (a) Center 0. Cants (6 Cants 37.93 k -h 37.93 3.49 3.49 3.49 3.49 FFKR ARCHITECTS P In ned-Pinned Bm Wt. Added to Loads LL 8 ST Act Together #3 Scope : Allowable 65.968 k -ft 23,710 ksi 56.212 k 20.000 ksi Center Defl. -0.480 in -0.480 0.000 -0.480 0.000 0.000 in Left Cant Defl 0.000In 0.000 0.000 0.000 0.000 0.000 in Right Cant Defl 0.000 In 0.000 0.000 0.000 0.000 0.000 in ...Query Defl @ 0.000 ft 0.000 0.000 0.000 0.000 0.000 in 3.49 3.49 Fa calc'd per 1.5 -2, K"Ur > Cc I Beam, Major Axis, (102,000 • Cb ! Fy) ".5 c= LJrT <_ (510,000' Cb / Fy) ".5 , Fb per 1.5-6a Depth 12.220 in Weight 25.98 #/ft Width 6.490in I-)oc 204.00 in4 Web Thick 0.230 in I -yy 17.30 in4 Flange Thickness 0.380 in S -xx 33.388 in3 Area 7.65 in2 S -yy 5.331 in3 Title ; Hart Event Center Remodel Job # 01073 Dsgnr: JWC Date: 11:18AM, 1 FEB 02 Description : Page 1 c:\my documents \enerca1\01073.ecw:Calculation Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Fy 50,00ksi Load Duration Factor 1.00 Elastic Modulus 29,000.0ksi #4 #5 #6 #7 k k k fl Max. Deflection Length /DL Defl Length/(DL+LL Defl) Section Properties W12X26 r -xx r -yy RI Beam OK Static Load Case Governs Stress k -ft k -ft k -ft k -R k k k k -0.480 in 567.1 : 1 567.1 : 1 5.164 in 1.504 in 1.720 in Ij 027 uZo 0 4/02/2002 10:18 FAX 801 539 1916 Rev: 5 •100 User: KW 0 609651, Ver 5.5.0 25-Sep -2001 (e)1983-2001 ENERCALC Eng(neerin. Software Description BEAM SUPPORTING SPEAKERS Sketch Bi Diagram Rolm = 3.495k Vmax Q ldt= 3.495k TSSE 442 North Main Street Bountiful, UT 84010 (801) 298 -8795: Phone ( 801) 2 98 -1132: Fax 23_667ft Mnw = 3).9k -R Dnar = -0.4ain FFKR ARCHITECTS Scope: Steel Beam Design Title : Hart Event Center Remodel Dsgnr: JWC JoD# 01073 Description : Date: 11 :18AM, i FEB 02 c: Vb 028 FYI U ( m Page 2 documents enerca 01073.e cw :Calculation 04/02/2002 10:18 FAX 801 539 1916 T S S E you: Key:: 550100 -. (c)1983 20c11 ENERCALC Engineering Software Steel Beam Design Description JOIST SUPPORTING SPEAKERS General Information Steel Section : W12X14 Center Span Left Cant. Right Cant Lu : Unbraced Length Point Loads Dead Load Live Load Short Term Location Using: W12X14 section, Span = End Fixity = Pinned - Pinned, Lu Moment lb : Bending Stress fb / Fb Shear fv : Shear Stress fv ! Fv 7.00ft, Fy = 50,0ksi = 7.008, LDF = 1.000 Actual 11.287 k -ft 9.103 ksi 0.443 : 1 3.249 k 1.364 ksi 0.068 : 1 Allowable 25.489 k -ft 20.556 ksi 47.640 k 20.000 ksi Beam OK Static Load Case Governs Stress Max. Deflection Length/DL Defl Length /(DL +LL Defl) -0.031 in 2,705.0 : 1 2,705.0 : 1 Force & Stress Summary Max. M + Max. M - Max. M @ Left Max M @ Right Shear @ Left Shear @ Right Center Defl. Left Cant Defl Right Cant Defl _.,Query Defl @ Reaction @ Left Reaction @ Rt TSSE 442 North Main Street Bountiful, UT 84010 (801) 298 -8795 : Phone (801) 298 -1132: Fax #1 6.400 3.500 Maximum 11.29 k -ft #2 7.00 ft 0.00 ft 0.00 ft 7.00 ft -0.031 in 0.000 in 0.000 in DL Only 11.29 3.25 k 3.25 3.25 k 3.25 -0.031 0.000 0.000 0.000 ft 0.000 FFKR ARCHITECTS Pinned - Pinned Bm Wt. Added to Loads LL & ST Act Together #3 0.00 0.000 0.000 0.000 #4 Scope : «- These columns are Dead + Live Load placed as noted -» LL LL +ST LL LL +ST @ Center Center fo Cants (cif Cants -0.031 0.000 0.000 #5 0 . 00 0 0.000 3.25 3.25 3.25 3.25 Fa calc'd per 1.5-2, K`Ur > Cc I Beam, Major Axis, (102,000 • Cb / Fy) ".5 r- UrT <_ (510,000 ` Cb 1 Fy) ".5 , Fb per 1.5-6a Depth Width Web Thick Flange Thickness Area 11.910 in 3.970in 0.200 In 0.225 in 4.16 in2 Weight I - xx f -yy S -xx S -yy Title : Hart Event Center Remodel Job # 01073 Dsgnr JWC Date: 11 :16AM, 1 FEB 02 Description : Calculations are designed to RISC 9th Edition ASD and 1997 UBC Requirements 3.25 3.25 Fy 50.00ksi Load Duration Factor 1.00 Elastic Modulus 29,000.0 ksi 14.13 #/ft 88.60 in4 2.36 in4 14.878 in3 1.189 in3 0.000 0.000 0.000 [Section Properties W12X14 r -roc r -yy Rt Page 1 c : \my documents \enercal \01073.ecW:Calculatlon # 6 0.000 in 0.000 in 0.000 in 0.000 in #7 k k k ft k -ft k -ft k -ft k -ft k k k k 4.615 in 0.753 In 0.950 in 41,1029 lied vco 04/02/2002 10:19 FAX 801 539 1916 TS SL Rev: 550100 User; KW- 0601651 Ver 5.5.0, 25-Sep-2001 (c)1903 -2001 ENEICALC Engtneeting Software Sketch & Diagram Rmax 3.240k Vmax @ kR = 3 -249k TSSE 442 North Main Street Bountiful, UT 84010 (801) 298 -8795: Phone (801) 298 -1132: Fax Description JOIST SUPPORTING SPEAKERS Mmax = 1131t`4I Dmas = -0.0311n FFKR ARCHITECTS Scope: Steel Beam Design �r A.90 b 30 7.00 • F329 p ;?t 10.15 03 ! Rmax = 3149k 1— i.__ Y/nu @ rt - 3249k p7 Oen Title : Hart Event Center Remodel Job # 01073 Dsgnr: JWC Date: 11:18AM, 1 FEB 02 Description : ' f I Lim I ?1.95 • 331 '......, i .� -0.01 111 . .... %0.02 :OAS. . _ D3 1m 1 ¥ Oeflectice (!n) i 2 .__�_.. _......_ . Shear Lead (k) 3.40 X.16 T.90 Page 2 c :\my documents \enercal \01073.ecw :Calculation Ij 030 ■1,1 VG - 4.90 — paw 1120 50 6.30 I [ E� `ill�i Leafier Alen ien Member (ft) 04/02/2002 10:19 FAX 801 539 1916 Tanner Smith & Associates 442 North Main Street Bountiful, Utah 84010 �y Rev. 510700 - _ _. USer: KW •0603004 Ver 5.1.3, 22 -Jun -1999 Wfn32 (01983.99 ENER Steel Beam Design .o..g ''a 5 "£.+✓ t..,u'R$'YY::'F:. Eo,,,. :,,,.18".,iy.3 2€i!S',.iY,` .. „A..,'.a...0Y .... .... yg..:..'s....,- 1..3:1AYih. -p, � ...scxs Description Hart P. E. Building , , E Cat Walks at the Roof General Information s ue Calculations are designed to RISC 9th Edition ASD and 1997 UBC Requirements Steel : LL2. . 5X25 w,.� �., a,. Section X1 /4X3/8 ._ ,:. o,a... - Fy Center Pinned - Pinned Load Duration Factor 36 00ks1 Span 6.67 ft Bm Wt Added to Loads 1.00 Left Cant. 0-00 ft , LL & ST Act Together Elastic Modulus Right Cant 29,000 -0ksi 0.00 ft I Loads raced Length 6.67 ft Dead Load Live Load Short Term Location M F Summary - • #1 # 2 #3 #4 .,,. #5 0.500 0.500 1 -835 4.835 Using: LL 5X1/4X3/8 section, Span = 6.67ft, Fy = 36.0ksi End Fixity = Pinned - Pinned, Lu = 6.67ft, LDF = 1.000 Moment fb : Bending Stress fb 1 Fb FFKR ARCHITECTS Actual Allowable 0.962 k -ft 1.566 k tt 22 -014 ksi 23.760 ksi 0.926 : 1 Shear 0.527 k fv : Shear Stress 0.843 ksi 4.400 k fv /Mr 0.069 : 1 14.400 ksi Title : Dsgnr. Description : Scope : Job* Date: 8:57AM, 10 DEC 01 Ij 031 wl uau :s aae . u #6 Max. Deflection Length/DL Dell Length /(OL +LL Den) 0 -000 #7 k k k n Static Load Case Governs Beam s k -ft k -ft k -ft k -ft Shear @ Left 0.53 k 0.03 Shear 6 Right 0.53 k 0 - 0.03 k 0,53 Center Defl. k Left Cant Deft .203 in 0-009 -0.203 -0.203 O.000in 0.000 0000 0.000 0.000 In . Right Cant Defl 0.000 in 0 0.000 0.000 0,000 In ...Query Defl @ 0.000 ft 0.000 0.000 0.000 0.000 In 0.000 0.000 0.000 0.000 in Reaction @ Left 0.53 0.03 0.53 0.53 Reaction @ Rt 0.53 0.03 If 0.53 0.53 1 Section Properties LL2.5X2.5X1/4X3/8 Depth -- -- N n.: rz• x�r .:oz' =.?: ± «:ua!V"±:?x.w :, r: - -- , ..'MAw:Fr .Trn Width in Weight 8.08 #Ilt 7 5.375in km r yy 0.776 in Thickness 0.2E0 in 1.41 fn4 r- 1.190 in 1 - ri 3.37 In4 An e S Area S •xx 0.791 in3 Spacing 0.375 in 2.38 in2 S-yy 0.525 in3 -0.203 in 9,091.1: 1 394.9 1 Force & Stress Summary - - ki • r ez.. -.• .; ,ms_..a. d'(4.' '•:r:"'�5v sfz_,,,gmw t.a'p.- v,G ;. s?S"L9•�' ,r . ' , ar J �� n o te r » DL s r «-- These columns are Dead + Live Load placed as n -» Maximum 0 l LL LL +ST LL LL +ST Max. M + _Only_ Center @ Center , at Cants i� Cants 0.96 k -ft 0.04 0.96 Max. M - Max. M (0 Left Max. M Right iz 04/02/2002 10:20 FAX 801 539 1916 Tanner Smith & Associates 442 North Main Street Bountiful, Utah 84010 I Rev 810300 W Page 1` User: K0503004 Ver 5,1,3. 22•Jwi -I999. W»,32 Steel Beam Design w c) , 983 99 EN RC LC :s� ` tnaM VJAVS2 ?O1 nS�tne 2x, IA3. M Description Hart P. E. Building stf{ x � " " � - "' °M` " "` Cat Walks at the Roof General Information Calculations are designed to AISC 8th Edition ASD and 1997 UBC Requirements Point Loads Steel Section : LL2.5X2.5X5/16X3/8 Pinned - finned Center Span 6.67 ft Bm Wt. Added to Loads Left Cant. 0,00 ft LL & ST Act Together Right Cant 0.00 ft Lu : Unbraced Length 6.67 ft Dead Load Live Load Short Term Location #1 a+1c #2 #3 . -. 44.. 0.500 0.500 1.835 4.835 FFKR ARCHITECTS Summary I/ Pigiga Using: LL2.5X2.5X5116X318 section, Span = 6.67ft, Fy = 36.Oksl End Fixity = Pinned- Pinned, Lu = 6.67ft, LDF =1.000 Actual Allowable Moment 0.973 k -ft 1.912 k -ft fb : Bending Stress 18.455 ksi 23.760 ksi fb f Fb 0.777: 1 Shear 0.533 k 11.250 k fv : Shear Stress 0.682 ksi 14.400 ksi fvlFv 0.047 :1 Title : Dsgnr: Description : Scope : Reaction @ Left 0.53 0.03 0.53 0.53 Reaction Rt 0.53 0.03 0.53 0.53 Section Properties LL2.5X2.5X5/16X3/8 Depth 2.500 In W eight 925 #!ft r -ioc Width 5.375in I -xx 1.70 in4 Thickness 0_313in I -yy 4.22 in4 S 0.9666 in3 Area 2.93 in2 S -yy' 0.633 in3 Fy 36.00ksi Load Duration Factor 1.00 Elastic Modulus 29,000.0 ksi #5 # 6 #7 k k k ft Beam OK Static Load Case Governs Stress Max. Deflection LengthlDL Defl Length/(DL +LL Defl) r - yy Angle Spacing Job # Date: 8:5BAM, 10 DEC 01 Center Defl. -0.170 in -0.009 -0.170 -0.170 0.000 0.000 In Left Cant Defl 0.000in 0.000 0.000 0.000 0.000 0.000 In Right Cant Deft 0.000 in 0.000 0.000 0.000 0.000 0.000 in ...Query Defl 0.000 It 0.000 0.000 0.000 0.000 0.000 in k k 0.170 in 8,903.4 : 1 471.4:1 k -ft k -ft k -ft k -ft k k 0.762 in 1.200 in 0,375 in [0 32 y�J u at I . Force & Stress Summary „_I;.;g7?; ITZ 1: 'Aria in N=.. ....r _ ..k. tV t2:- r. ' .:.�'kt�l:.�'��il.��n�'•FE6��1 K.w.�. , .- ..S�wF1.%t?. lea' �' 3�?::.,.: v5 :.3!v;.«r.e;.� � <-- These columns are Dead + Live Load placed as noted --> DL LL LL +ST LL LL +ST Maximum Only CD Center @ Center et Cants trD Cants Max. M + 027 k -ft 0.06 0.97 Max. M - Max. M ® Left Max. M @ Right Shear @ Left 0.53 k 0.03 0 s3 Shear et Right 0.53 k 0.03 0.53 04/02/2002 10:20 FAX 801 539 1916 Tanner Smith & Associates 442 North Main Street Bountiful, Utah 84010 Rev 510300 User KW0503004. Ver 5.1.3.22- Jun.1999, W1n32 Steel Beam Design Page 1 j (0 1983 -99 ENERCALC tetverr - LRlFti:mviAtA%lwoBrae„ 9.-. -grogi .°-5'.511lla'„r'axsa SatYE.'.n rAtos yp t: %1M:vs!S'Bma X43 - 7/asvae`>imszvanA,Ck:u:4'.;'Ndq• % 3ti ^nWu1Ir3^.5:i1iA`�A: fbnfi t6:x`u'_atemetrede_ , ty... Description Hart P. E. Building ..aeil Cat Walks at the Roof General Information Calculations are designed to A1SC 9th Edition ASD and 1997 UBC Requirements atm" /n. aw.t m mm.v vteer =.HSS�nva 8,4 t -'+. '`�Y *n7nt�ytTN9!� i >. Sin ¢oARW +.'J' 36 Ak .M'ST�etk'di>.a7dhVi+W7M^'� a .,. Steel Section : LL2.5X2X5/16X3/8 Fy 36,OOksl Pinned- Pinned Load Duration Factor 1.00 Bm Wt. Added to Loads Elastic Modulus 29,000.0ksi LL & ST Act Together Center Span Left Cant. Right Cant Lu : Unbraced Length [point Loads Dead Load Live Load Short Term Location Center Deft. Lett Cant Defl Right Cant Defl ...Query Deft #1 0 ,500 1.835 6.67 ft 0,00 if 0.00 ft 6.67 ft #2 Force & Stress Summary FFKR ARCHITECTS S umma s'�.�Y /P ._. _..._..._ i Using: LL25X2X5/16X3/8 section. Span = 6.670 Fy = 36.0ksi End FIxity = Pinned- Pinned, Lu = 6.67ft. LDF = 1.000 Actual Allowable Moment 0.967 k -ft 1.860 k-ft • fb : Bending Stress 16.066 ksi 23.760 ksi tb / Fb 0.676: 1 Shear 0.530 k 11.250 k Iv : Shear Stress 0.847 ksi 14.400 ksi Iv I Fy 0.059: 1 Title Dsgnr: Description : Scope: Job # Date: 9A1 AM, 10 DEC 01 .'! y5 ^ eR P41pj' ?`�rkk.. Jw'dtQrpY23{q '^ Lt9p$s'i97L teati.4.1^Tj+,'rirreg t amiss arci..01..YaNi $... TY'r,...A.v . #3 #4 #5 #6 #7 k 0.500 4.836 k ft Beam OK Static Load Case Governs Stress 0 033 w� u., Max. Deflection -0.182 in Length /DL Defl 9,254.0: 1 Length/(DL +LL Defl) 440.6: 1 i+3.. .r- .:•:.r,/ ref"' x! tixti. 45a ? +5?.;;`73k t ,a,'7..- ..,VF(g _'• �T�?A?! i <s� xx.kl�.::� �•i:,:rx lt.:;�.`sra • ' - «- These columns are Dead + Live Load placed as noted - -» DL LL LL+ST LL LL +ST Maximum Qnly Eft Center @ Center 6 Cants @ Cants Max. M + 0.97 k -ft 0.05 0.97 k -ft Max. M - Max. M it Left k Max M (g Right k-ft k -ft Shear @ Left 0.53 k 0 Shear @ Right 0.53 k 0.03 0.53 k 0.53 k -0.182 in -0.009 -0.182 -0.182 0.000 0.000 In 0.000in 0.000 0.000 0.000 0.000 0.000 In 0.000 in 0.000 0.000 0.000 0.000 0.000 in 0.000 ft 0.000 0.000 0.000 0.000 0.000 In Reaction @ Left (153 0.03 053 0.53 k Reaction @ Rt 0.53 0.03 0.53 0.53 k Section Properties LL2.5X2X5/16X3/8 ::.. C# z> 3kf. �6!.:. iW,sicL�s.R4Kwa= Ww'B�T'i:•+"Tn: YKicMits F t Ag Xti4:' a' k4iWf i* fw: a:?YaB+'_YR4`- '.Sa.:N1E�I`rtEi. kvr.. � Depth 2.500 in Weight P k 9 D 4 /P c z ,,, a�x�:�z r ��� .., , ,,. . m Width 4.375in I- 1.58 in4 r -yy 0.777 in Thickness r 0.948 in 0_313in I -yy 2.36 in4 Angle Spacing 0.375 in S 0.934 in3 Area 2.62 in2 S -yy 0.722 Ina — ✓vCti�/r':� / • ...f, -' : : W J I IC / De p t :x01 :011014,1 •11 n e 0 J c 0 a o z' 9 / ` 7 ,011 0 eel 5 04/02/2002 10:21 FAX 801 539 1916 FFKR ARCHITECTS TANNER SMITH & ASSOCIATES STRUCTURAL ENGINEERS 442 North Main Street Bountiful. Utah 94010 Phone 801 298 -8795 Fee (801) 298 -1132 E —mail teee0oree.net PROJECT ( ARCF91ECT p` /'� / ✓ 7 .„ �3y y - PROJECT DATE / /Via /� G DICINEE7t /:2,1, al 034 lJ Ui.1 PACE SV' 04/02/2002 10:21 FAX 801 539 1916 TANNER SMITH & ASSOCIATES STRUCTURAL ENGINEERS 442 North Main Street Bountiful. Utah 84010 Phone (801) 298 -8785 For (8O1) 288 -1132 E — mail teeeearoe,net H! , •:fi /! PROJECT ARCHITECT LOCATION 4 1 U i 6 /,4 , 3y - /„ -I-fJ FFKR ARCHITECTS f li . . �. yI � y PROJECT / DATE Z./d / �-- ENGINEER r- f4/Y1rtcZ� f i / i / 2 1' 5 � (J r� 035 FYI VJY PAGE: Copies Date No. Description i A° II /' Z ‘..T .. -r) r- tr. eA t....c -e t Tt 0 i Ricks College Physical Plant 213 Physical Plant Rexburg, Idaho 83460 -8205 (208) 356.2449 Fax (208) 356.2490 To: Cl T9 p f314e.ter We are sending you Attached LI Under separate cover via ❑ Shop Drawings ❑ Prints ❑ Plans ❑ Samples ❑ Copy of Letter Li Change Order These are transmitted as checked below: ❑ For approval Li Approved as submitted O For your use ❑ Approved as noted ❑ As Requested ❑ Returned for corrections ❑ For review and comment Li ❑ For Bids Due Remarks: Copy to: Letter of Transmittal Date: 4.12 Project #: Attention: VAL.. Project Title: .hp art fT0124 t ether: S71 TV AL G�At_c s ❑ Resubmit ❑ Submit ❑ Return 20 ❑ Prints returned after loan to us Signed: the following items: ❑ Specifications copies for approval copies for approval corrected prints 03/29/02 FRI 10:57 FAX 801 298 1132 T S S E Tanner Smith & Associates 442 North Main Street Bountiful, Utah 84010 Fax To: AU M 4 Fax: Phone: Re: • Comments: Phone: (801) 298 -8795 Fax: (801) 298 -1132 tsse @aros.net T S S E From: pia^ Pages: Z 7 (Including this sheet) Date: 3, Z 1 AL-- CC: ❑ Urgent ❑ For Review ❑ Please Comment ❑ Please Reply ❑ Please Recycle 1. ritdf.r,-1 Y ,44./ Zoo' ooi 03/29/02 FRI 10:57 FAX 801 298 1132 T S S E a002 STRUCTURAL ENGINEERING CALCULATIONS for the HART BUILDING REMODEL for Brigham Young University, Idaho Rexburg, Idaho Architect FFKR, Architects prepared by Tanner Smith & Associates Structural Engineers March, 2002 03/29/02 FRI 10:58 FAX 801 298 1132 TANNER SMITH & ASSOCIATES STRUCTURAL ENGINEERS T 442 North Main Street I S Bountiful, Utoh 84010 S ` Phone (801) 298-8795 I E Fox (801) 298 -1132 E —moil tsse0aros.net /7' -- aret zit-q 23-0 20 3 PROJECT , Ls ARCHITECT LOCATION z .' q TS S E 6 � PROJECT / GATE ENGINEER — Az- PACE: OF Z) 0 0 3 03/29/02 FRI 10:58 FAX 801 298 1132 T S S E TANNER SMITH & ASSOCIATES STRUCTURAL ENGINEERS 442 North Main Street Bountiful, Utah 84010 Phone (801) 298 -8795 Folk (801) 298 -1132 E —mail tsscOoros.net z? 2 i (N PROJECT ARCHITECT LOCATION 77)1 ff_f_ PROJECT DATE ENGINEER 7a %9 6 d al 004 PAGE: 03/29/02 FRI 10:59 FAX 801 298 1132 T S S E TANNER SMITH & ASSOCIATES STRUCTURAL ENGINEERS 442 North Main Street Bountiful, Utah 84010 PhOne 804 298 - 8795 Fax (801) 298 -1132 E —mail tame °aros, net l PROJECT ARCHITECT LOCATION /9 g f 3 Z Z 7 5 y PROJECT / DATE ENGINEER _ z . Of deb j1J qa Zba9 I7j 005 PAGE: 03/29/02 FRI 10:59 FAX 801 298 1132 T S S E a006 TANNER SMITH & ASSOCIATES STRUCTURAL ENGINEERS 442 North Main Street Bountiful, Utoh 84010 S Phone (801) 298 -8795 S I E Fox (801) 298 - 1132 E—mail taseOoror.net , frs- (4)( ( 4 (- 2 3 , 6 X 1 ,2 1 PROJECT PROJECT / PAGE ARCHITECT DATE LOCATION ENGINEER OF /? Cf J x a 30 30 - 4,1 9 6 03/29/02 FRI 11:00 FAX 801 298 1132 T S S E a1007 S�E TANNER SMITH & ASSOCIATES STRUCTURAL ENGINEERS 442 North Main Street Bountiful, Utah 84010 Phone (801) 298 -8795 Fax (801) 298 -1132 E —mail teseOoros.net f' 78 S ' LL t10 4. z_ eiao PROJECT /7 2,7L ARCHITECT LOCATION 43 x 1 6 ,4 As = / "x 8,.ri 4AI's ... ... ... ... ... LL /o -i— x. PROJECT / DATE ENGINEER ,6z 27dg 2. .. O . PACE: OF s 3J 03/29/02 FRI 11:00 FAX 801 298 1132 T S S E TANNER SMITH & ASSOCIATES STRUCTURAL ENGINEERS S 442 North Main Street Bountiful, Utah 84010 Phone (801) 298 - 8795 Fox (801) 298 -1132 E —mail tsseOoros.net j aV .. ..' . 6 Z4 2) SS . 12�-7 PROJECT ARCHITECT LOCATION ; N _O / /45 2 1 /2 /1 X ...s /// PROJECT 1 DATE ENGINEER _ - 322, r..�a¢. >,04 e 3� d /G /2 PAGE: OE 0 008 03/29/02 FRI 11:01 FAX 801 298 1132 r Rmax = 0.526 k Vmex @ left = 0.526 k T S S E Z009 0.50 k 0.5tl k 6.67 ft Mmax = 0,96 k -ft Dmax = -0.2026 in Rmax = 0.526 k Vmax @r1= 0.526k J 03/29/02 FRI 11:01 FAX 801 298 1132 T S S E TSSE 442 North Main Street Bountiful, UT 84010 (801) 298 -8795: Phone (801) 298 -1132 : Fax Rev: 550100 User: (c) KW- 0609651 Ver 5.5.0, 25- Sep-2001 Steel Beam Design _1983 -2001 ENERCALC Engineering Software Description CATWALK ANGLE BEAM SUPPORT T S S L General Information Steel Section : LL2.5X2X5/16X3/8 Center Span Left Cant, Right Cant Lu : Unbraced Length Point Loads Dead Load Live Load Short Term Location Using: LL2.5X2X5 /16X3 /8 section, Span = 6.67ft, Fy = 36.0ksi End Fixity = Pinned- Pinned, Lu = 6.67ft, LDF = 1.000 Actual Moment 0.966 k -ft tb : Bending Stress 16.052 ksi fb / Fb 0.676 : 1 Area # 1 0.500 1.835 Shear fv : Shear Stress fv / Fv [Force & Stress Summary Max. M + Max. M - Max. M @Left Max M @ Right Shear @ Left Shear @ Right Center Defl. Left Cant Deft Right Cant Defl ...Query Defl @ Reaction @ Left Reaction @ Rt Section Properties Depth Width Thickness 6.67 ft 0.00 ft 0.00 ft 6.67 ft # 2 0.500 4.835 0.530 k 0.848 ksi 0.059 : 1 DL Maximum Onl 0.97 k -ft 0.05 0.53 k 0.03 0.53 k 0.03 -0.181 in -0.009 0.000in 0.000 0.000 in 0 0.000 ft 0.000 0.53 0.03 0.53 0.03 LL2.5X2X5/16X3/8 2.500 in 4.375in 0.313 in 2.62 in2 #3 Weight I -xx I -w S-xx S -yy Title : Hart Event Center Remodel Job # 01073 Dsgnr: JWC Date: 1 :31 PM, 1 FEB 02 Description : Scope: Calculations are designed to AISC 9th Edition ASD and Pinned- Pinned Bm Wt. Added to Loads LL & ST Act Together GS:R.: A: Allowable 1.850 k -ft 23.760 ksi 11.250 k 14.400 ksi . , .• • -, T..,x.'70151, 41025 AZIMN isJ. i". .v2 c9XY6sstw`Yrls4ntLAvd4V tretk . '.. «- These columns are Dead + Live Load placed as noted - -» LL LL +ST LL LL +ST a.. Center (cD Center (c0 Cants (rt Cants 0.97 0.53 0.53 -0.181 0.000 0.000 0.000 # # 5 -0.181 0.000 0.000 0.53 0.53 0.53 0.53 8.90 #/ft 1.58 in4 2.36 in4 0.934 in3 0.722 in3 Page 1 c: \my dacuments\enercal \01073.ecw :Calculation Fy Load Duration Factor Elastic Modulus Max. Deflection Length/DL Defl Length/(DL +LL Defl) 0.000 0.000 0.000 0 -000 0.000 #6 r -1oc r -yy Angle Spacing 1997 UBC Requiremen 36.00ksi 1.00 29,000.0 ksi 0.000 in 0.000 in 0.000 in 0.000 in #7 k k k ft Beam OK Static Load Case Governs Stress k -ft k -ft k -ft k -ft k k k k -0.181 in 9,266.5 : 1 441.2: 1 0.777 in 0.948 in 0.375 in li010 03/29/02 FRI 11:02 FAX 801 298 1132 T S S E T S S E Sketch & Diagram TSSE 442 North Main Street Bountiful, UT 84010 (801) 298 -8795: Phone (801) 298 -1132: Fax Title : Hart Event Center Remodel Job # 01073 Dsgnr: JWC Date: 1:31 PM, 1 FEB 02 Description : Scope : Rev: 550100 User: KW-0601651, Ver 5.5.0, 25- Sep -2001 Steel Beam Design (c)1983-2001 ENERCALC Engineering Software Description CATWALK ANGLE BEAM SUPPORT Page \my documents \enercal \01073.ecw:Calc .67 X33 r 7� �yq (ft) 1 t li frIHN6i f A7':'an IF Ii :PILL" I11 II ;IiI I��I'I 1111 1 1' I1 1 1 I i 1 1 1 I„ [IIi .1011 ;11'1 l' 1 �� hini , �J I ihl hi t' 1r]i ��1 1 .11� .lJ ,I,II.I11,J1 V.III,III� i 1 03/29/02 FRI 11:03 FAX 801 298 1132 T S S E TANNER SMITH & ASSOCIATES STRUCTURAL ENGINEERS 442 North Mein Street Bountiful, Utoh 84010 Phone (801) 298 -8795 Fox (801) 298- 1132 E — mail tsseGaroc net 7N.E /314v F.2 , ivT 1._() 4.6 ALL O vvig_6 T t/-SS t 3 h -ov? S New 67)(6 / L 1 ST Z 7i J 4 " R- z,gg ,,vz PROJECT ARCHITECT LOCATION (3 ) ; )(z .���tiz 1. 17 6 z, z kIP) > �,� 7k(PS PROJECT I PAGE: OATE ENGINEER o Ofc a101 03/29/02 FRI 11:03 FAX 801 298 1132 T S S E TANNER SMITH & ASSOCIATES STRUCTURAL ENGINEERS QP n/tw 0 (3z-3) 442 North Main Street Bountiful. Utah 84010 Phone (801) 298 -8795 Fox (801) 298 -1132 E —moil tsseoeroi.net ° DEAD ,O MEL / DrE /!N(, E = 6 IN(9 V t, R 14-ca o g EA /1 rNE cow,. C (, . "& L1 .r H E T1tI�. IS 1�EEP £ Fc'i THL. To . 6 .. ... TTo t (7NE/Z - tit 4/Lc. ►+Ir•G9 A AP . ... . . ... ... ... IAJD LOAD �( P = (IIoG 16,�F sr-) (1.0)(1 z-)= zv ffS 1� = zo,9 p5F y - Z 1 8`7. 1 p_s SEI SM► C LOAD k 3 r ° 7GJf 14 )10, F = 36 /.If I NSpsf �6 PROJECT A 2T E vFtirt CE,1lr 4400E ARCHITECT 1• F k IZ LOCATION IN 1 Z COIJC A SS`"Li �n w1/)E 34✓h5) C„= 0,ZLf, Fog. /95.1. '- 4 11 (- 1.0)( - zyYi3 O)(iLap 5F ) = 13`1,zF.5 F h 17 r) X6 )(5 e )/ C O. e Np ( 4) 3,0 OPUA/lA/6) .1 S . L- 004.4... 09Bo'<! ... T 14-E 4 pE,& At, O rC THE oP vl.v(yj I F y, PROJECT / 1/z y z•60 ENGINEER LTG✓ C_ DATE 4 1 7= 0. oz (so '`f' a013 PACE: OF 0. 37g (lusoS.S 4 2 -y.36P q p. 4- SgPsF)( 131-304 = 72 03/29/02 FRI 11:04 FAX 801 298 1132 T S S E TANNER SMITH & ASSOCIATES STRUCTURAL ENGINEERS S 442 North Mein Street Bountiful, Utah 84010 Phone 801 298 -8795 Fax (801; 298 -1132 E —moil tsseOoros.nel PROJECT HA R.T E L-Fn/r" c EA, i e2 KL MODEL PRO cT f Q I O 73 F F �c LOCATION SE /SM1c, w + ND OATS Z Zpp Z ENGINEER 1/V C a014 PACE: OF 03/29/02 FRI 11:04 FAX 801 298 1132 T S S E TSSE 442 North Main Street Bountiful, UT 84010 (801) 298 -8795 : Phone (801) 298 -1132: Fax Rev; 550100 User: KW- 0604651 Ver 5.5.0 25- Sep -2001 _(c)1983 -2001 ENEI%CALC Engineering Software Tilt -Up Wall Panel Design Description Existing Conc. Wall used as a Jamb [General information Loads LWall Analysis Clear Height Parapet Height Thickness Bar Size Bar Spacing Bar Depth Min Defl. Ratio Concrete Weight Lateral Loads Wind Load Point Load ...height ...load type Lateral Load ...distance to top ...distance to bot ...load type Mn * Phi : Moment Capacity Applied: Mu CA Mid -Span Applied: Mu Top of Wall Max Iterated Service Load Deflection Actual Deflection Ratio Actual Reinforcing Percentage UBC Allow. As % = 0.6 * RhoBal Actual Axial Stress : (Pw + Po) / Ag Allowable Axial Stress = 0.04 • fc 15.000 ft 0.000 ft 12.000 in 4 12.000 in 9.000 in 150.0 145.00 pcf Basic Defl w/o P -Delta Basic M w/o P -Delta Moment Excess of Mcr Max. P -Delta Deflection Max P -Delta Moment Maximum Allow Vertical Bar Spacing Maximum Allow Horizontal Bar Spacing 87.100 psf Ibs ft Seismic 108.75 #/ft 15.000 ft 9.833 ft Seismic fc Fy Width Title : Hart Event Center Remodel Job # 01073 Dsgnr: JWC Date: 5:57PM, 23 JAN 02 Description : Scope: Calculations are designed to ACI 318-96 and 1997 UBC Requirements 4,000.0 psi 40,000.0 psi 0.900 12.000 in Seismic Zone Min Vert Steel % Min Horiz Steel % Wall Seismic Factor Parapet Seismic Factor LL & ST Not Combined Using: UBC Sec. 1914.8 method...Deflections are Iterated Parapet Weight Counteracts Middle For Factored Load Seismic 0.017 31,575.3 0.0 0.017 31,762.8 8.333 in 13.889 in Vertical Loads Uniform DL Uniform LL ...eccentricity Concentric DL Concentric LL Seismic "1" Magnifier Wind "I" Magnifier Stresses Wind 0.020 in 37,480.2 in-# 0.0 in-# 0.020 in 37,670.5 in-# Parapet Bar Spacing Req'd ; SEISMIC Parapet Bar Spacing Req'd : WIND Page 1 c:\my documentstenerca 1101073.ecw:Calculation #/ft #/fl in 7,800.00 Ibs Ibs 1.000 1.000 For Service Load Seismic 0.012 22,553.8 0.0 0.012 22,649.3 Service Load Deflection : Wind Load Govems Maximum Iterated Deflection Deflection Limit Seismic 160,975,07 in-# 31,762,77 in-# 0.00 in.# 0.01 in 15,033 : 1 Wind 111,878.94 in-# 37,670.52 in-# 0.00 in-# 0.02 in 11,255 :1 0.0019 0.0019 0.0297 0.0297 61.72 psi 160.00 psi 61.72 psi 160.00 psi 3 0.0020 0.0012 0.2520 0.3000 Deflections Wind 0.016 in 29,396.2 in-# 0.0 in-# 0.016 in 29,538.4 in-# 8.333 in 8.333 in Wall Design OK 15.00ft clear height, 0.00ft parapet, 12.00in thick with #4 bars at 12.00in on center, d= 9.00in, fc = 4,000.0p: Using: UBC Sec. 1914.8 method...Deflections are Iterated Factored Load Bending : Wind Load Governs Maximum Iterated Moment : Mu 37,670.52 in-# 0.016 in Moment Capacity 111,878.94 in-# 1.200 in 0015 03/29/02 FRI 11:05 FAX 801 298 1132 T S S E TSSE 442 North Main Street Bountiful, UT 84010 (801) 298 -8795: Phone (801) 298 -1132: Fax Rev: 550100 User: KW-0604651 Ver 5.5.0, 25- Sep•2001 � c)1983 -2001 ENEI'(CAI-C Engineering Software Description [Analysis Data Existing Conc. Wall used as a Jamb E 3,604,996.5 psi n =Es /Ec 8.04 Fr Multiplier for sort(fc) 5 Ht / Thk Ratio 15.00 Values for Mn Calculation... As :eff= [Pu:tot + AsFy] /Fy a : (AsFy + Pu) /(.85 fc b) c =a/.85 Igross 'cracked I-eff (ACI methods only) Phi: Capacity Reduction Mn= As:eff Fy(d -a/2) - Pu (WaIIThk2 -Bar Depth) [Additional Values Title : Hart Event Center Remodel Job # 01073 Dsgnr: JWC Date: 5 :57PM, 23 JAN 02 Description : Scope: Tilt -Up Wall Panel Design Sgross Mcr =S *Fr Fr = Rho: Bar Reinf Pct Seismic 0.511 in 0.501 in 0.589 in 1,728.000 in4 291.63 in4 0.00 in4 0.900 178,861.19 ink Page 2 c: m documents enercal 0 1073.ecw :Calculation 288.000 in3 91,073.6 in-# 316.23 psi 0.0495 Wind 0.433 in 0.425 in 0.500 in 1,728.00 in4 252.35 in4 0.00 in4 0.900 124,309.93 in-# Loads used for analysis Wall Weight Wall Wt Wall Seismic Factor Wall Wt " Parapet Seismic Factor Service Applied Axial Load Service Wt @ Max Mom Total Service Axial Loads ACI Factors (per ACI, applied intemally to entered loads) ACI 9-1 & 9 -2 DL ACI 9 -1 & 9 -2 LL ACI 9 -1 & 9 -2 ST ....seismic = ST ": Sketch & Diagram Ef.. width rton Seismic - 024 Seams '3 F Pc - 4, Using: H poi„ Thick - 12, _35.54psf Deogn HethodeagiVEIC 1919.0 w/ iterated Defecao, Seismic Load 1.400 1.700 1.700 1.100 145.000 psf 36.540 psf 43.500 psf 7,800.00 #/ft 1,087.50 #/ft 8,887.50 #/ft ACI 9 -2 Group Factor ACI 9-3 Dead Load Factor ACI 9 -3 Short Term Factor Factored Loads Applied Axial Load Lateral Wall Weight Total Lateral Loads 7.1psf •87.1pesf Wind Load 0.750 0.900 1.300 a,oa1 eiswic t - am, Wind 10,920.00 8,190.00 #/ft 1,522.50 1,141.87 #/ft 12,442.50 9,331.87 #/ft UBC 1921.2.7 "1.4" Factor UBC 1921.2.7 "0.9" Factor 0 15ft 1.400 0.900 Cl 0 03/29/02 FRI 11:06 FAX 801 298 1132 TANNER SMITH & ASSOCIATES STRUCTURAL ENGINEERS S 442 North MoIn Street Bountiful. Utoh 84010 Phone 801 298 -8795 Fax (801) 298-1132 E -mail tsseooros.net ( 3q- (.0 V: ( -9 iV o A k- /ND 3V /LJ ) . i . , v6 ) S 7'(Z UcT C (k,4 0 zo) ( �. l vsi / b3y.5 U. 0, s6c„ .kJ = O.Sg (0. Z `,) / i 0 ) ; Gvr 12-T h�. v _ . C . , 4 1 4 54s1C. .ln/rn/9 EX Pas u R � (0, 0) W 0, 6Z z1 (ZIci)(0 .9siX/.q) 0./ )(0,zir)O,L9P //, SPEC IG" qs (z .3 ) ( o , 2-9 ) (t ) ki y)(r,( = ( ' ` ) i !/)(/6.)(/. PROJECT /1'l 1 \ T E v rA, / C N ?�2 FM J � PRQIECT / CJ I U 7 3 ARCHREC7 f / ' DATE 1/ Z. 3/ Z 00 LOCATION ENGINEER ■1 '✓ OF 66RsF 10 >'s >; 0RE: T S S E go 0.095 o, f y-8/,,/ o,017w C*, 7 OBC) (S Z c 0.O6 sfc , SL M z,, 3 771° SA O; a 9 Z: 0 O, zy Coll 3 PSG Z1017 PAGE: 03/29/02 FRI 11:06 FAX 801 298 1132 JWC TSSE Total Wall Height = Nominal Wall Thickness = Weight of Wall = QE =V= ...Seismic Force = Wind Force = Depth to Steel = Masonry fm = DESIGN SUMMARY MASONRY SCREEN WALL DESIGN AND ANALYSIS Design Moment = pmin = p= Required As = FOOTING ANALYSIS Footing Width "6" = Soil Load on Footing = TITLE: Hart Event Center Remodel JOB #: 01073 8ft 8 in 106 psf 0.148 g 15.688 psf 24.3 psf 3.9375 in 1500 psi 777.6 ft-lb/ft 0.0013 0.0047 0.22 inA2 /ft 2.5 ft. 360 psf OTM = 1020.6 # -ft/ft Mr = 2653.75 #-ft/ft Safety Factor = 2.60 T S S E Masonry Screen Wall Load Duration Factor = 1.33 Em = fm ' 750 Ev = fm 400 Modular Ratio (n) = 25.8 Spec. Inspect.? (Y /N) N fa = Fb = 2 /kj = k= np = M = 1021 #-ft/ft R = 2123 #/ft e = 0.48 ft S.B.P. = 1840 psf 1/23/02 17.67 (Conservative) 146.50 299.33 5.97 0.3844 0.1200 crDiCni .,�.. Ij 018 03/29/02 FRI 11:07 FAX 801 298 1132 T S S E TANNER SMITH & ASSOCIATES STRUCTURAL ENGINEERS PROJECT CEn i VEti II t R - E Ma P<� ER y l Q 7 3 T S 442 North Moin Street �J V \ Bountiful. Utah 84010 k l� Phone 801 298 -8795 DATE Z. 0 z Fax 801; ARCHITECT F F 298 -1132 E—mail tssemoro$.net LOCATION ' ENGINEER .I W C. D,n/ C 1� ET -91ni1 v6 14 S p i L t4 2 1A/6 PR.iCS$v t_ 4c)-ii v PF -E$SuR E '4ss/ E PR E3i rig E F - cri oi✓ F4 cT�(� ))= /1 1 `�tt� _ I11 Ili Iit ALL g z I - Zo ot) f zz zs C] 019 PAGE: OF 03/29/02 FRI 11:07 FAX 801 298 1132 T S S E TSSE 442 North Main Street Bountiful, UT 84010 (801) 298 -8795: Phone (801) 298 -1132: Fax L, Rev: 550100 8 User: 3--0604651, Ver Engineering 25-Sep-2001 oft Cantilevered Retaining Design 3 -2001 651 Ver Engineering Software g Wall Di n Page g c : \mY documents \enercal \01073.ecw:Calculation Description Electrical Enclosure Retaining Wall Criteria Retained Height Wall height above soil Slope Behind Wall Height of Soil over Toe Soil Density Wind on Stem Factored Pressure Mu' : Upward Mu' : Downward Mu: Design Actual 1 -Way Shear Allow 1 -Way Shear Toe Reinforcing Heel Reinforcing Key Reinforcing Footing Design Results 9.00 ft 1.00 ft 0.00: 1 36.00 in 110.00 pcf 24.3 psf Design Summary 1 Total Bearing Load = 5,072 Ibs ...resultant ecc. = 8.65 in Soil Pressure @ Toe = 1,892 psf OK Soil Pressure @ Heel = 137 psf OK Allowable = 2,000 psf Soil Pressure Less Than Allowable ACI Factored © Toe = 2,390 psf ACI Factored @ Heel = 172 psf Footing Shear @ Toe = 19.9 psi OK Footing Shear @ Heel = 42.2 psi OK Allowable = 93.1 psi Wall Stability Ratios Overturning = 2.30 OK Sliding = 1.99 OK Sliding Calcs (Vertical Component Used) Lateral Sliding Force = 2,024.3 lbs less 100% Passive Force = - 2,000.0 lbs less 100% Friction Force = - 2,028.8 Ibs Added Force Req'd = 0.0 Ibs OK ....for 1.5:1 Stability = 0.0 Ibs OK Toe Heel = 2,390 172 psf 4,859 0 ft-# 1,577 5,570 ft-# 3,282 5,570 ft-# = 19.94 42.16 psi = 93.11 93.11 psi = #4 @16.00in = #4 @12.00 in = None Spec'd fc Fy Title : Hart Event Center Remodel Job # 01073 Dsgnr: JWC Date: 2:42PM, 23 JAN 02 Description : Scope: Soil Data Allow Soil Bearing = 2,000.0 psf Equivalent Fluid Pressure Method Heel Active Pressure = 40.0 Toe Active Pressure = 0.0 Passive Pressure = 250.0 Water height over heel - 0.0 ft FootingllSoil Friction = 0.400 Sal height to ignore for passive pressure = 0.00 in Stem Construction Design height Wall Material Above "Ht" Thickness Rebar Size Rebar Spacing Rebar Placed at Design Data tb/FB + falFa Total Force @ Section Moment....Actual Moment.....Al lowable Shear Actual Shear Allowable Bar Develop ABOVE Ht. Bar Lap/Hook BELOW Ht. Wall Weight Rebar Depth 'd' Masonry Data fm Fs Solid Grouting Special Inspection Modular Ratio 'n' Short Term Factor Equiv. Solid Thick. Masonry Block Type = Concrete Data Top Stem Stem OK ft = 0.00 = Concrete 8.00 # 5 6.00 = Center = 0.915 Ibs = 2,795.3 ft-# = 8,654.4 = 9,459.0 psi = 58.2 psi= 93.1 in = 21.36 in = 8.61 96.7 in = 4.00 psi = psi = Normal Weight psi= 3,000.0 psi = 60,000.0 Footing Strengths & Dimensions fc = 3,000 psi Fy = 60,000 psi Min. As % = 0.0014 Toe Width = 2.17 ft Heel Width = 2.83 Total Footing Width = 5.00 Footing Thickness = 12.00 in Key Width = 0.00 in Key Depth = 0.00 in Key Distance from Toe = 0.00 ft Cover @ Top = 3.00 in @ Btm.= 3.00 in Other Acceplable Sizes & Spacings Toe: #4@ 17.00 in, #5© 26.25 in, #6@ 37.00 in, #7@ 48.25 in, #8© 48.25 in, #9@ 4 Heel: #4@ 12.25 in, #5@ 19.00 in, #6@ 27.00 in, #7@ 36.75 in, #8@ 48.25 in, #9@ 4 Key: No key defined fj 020 1 1 03/29/02 FRI 11:08 FAX 801 298 1132 T S S E TSSE 442 North Main Street Bountiful, UT 84010 (801) 298 -8795: Phone (801) 298 -1132: Fax L Rev. 550100 User: KW- 0609651, Ver 5.5.0, 25- Se,-2001 (c)1983 -2001 ENERCALC Engineering Software Description Electrical Enclosure Retaining Wall L Summary of Overturning & Resisting Forces & Moments 1 Item Heel Active Pressure Toe Active Pressure Surcharge Over Toe Adjacent Footing Load Added Lateral Load Load © Stern Above Soil SeismicLoad Total Resisting /Overturning Ratio Vertical Loads used for Soil Pressure = Cantilevered Retaining Wall Design Page 2 c: \my documents \enercai \01073,ecw:Calculation OVERTURNING Force Distance Moment ft-# lbs ft 2,000.0 3.33 24.3 10.50 2,024.3 O.T.M. = 6,921.8 = 2.30 5,071.9 lbs Vertical component of active pressure used for soil pressure Title : Hart Event Center Remodel Job # 01073 Dsgnr: JWC Date: 2:42PM, 23 JAN 02 Description : Scope : 6,666.7 Soil Over Heel = Sloped Soil Over Heel Surcharge Over Heel = Adjacent Footing Load = Axial Dead Load on Stem = 255.2 Soil Over Toe Surcharge Over Toe = Stem Weight(s) _ Earth © Stem Transitions = Footing Weight Key Weight [1021 RESISTING Force Distance Moment lbs ft ft-# 2,145.0 3.92 8,401.3 0.00 715.0 1.08 774.6 966.7 2.50 2,416.7 750.0 2.50 1,875.0 Vert. Component = 495.3 5.00 2,476.4 Total = 5,071.9 lbs R.M.= 15,943.9 03/29/02 FRI 11:08 FAX 801 298 1132 T S S E N■,"1 #4t2Nn @Toe 3'-0" 8.in Conc w/ #5 @ 6.in o/c Designer select #4012.in all horiz. reinf. -411 @ Heel .41 Z-2" • 6-0" 7-10" 3" 3" • • • 9'-0" y A 1 10 a022 03/29/02 FRI 11:09 FAX 801 298 1132 T S S E x 023 Pp= 2000.# 1892.3psf 136.52psf 2000.# 03/29/02 FRI 11:09 FAX 801 298 1132 T S S E TANNER SMITH & ASSOCIATES STRUCTURAL ENGINEERS 442 North Main Street Bountiful. Utoh 64010 X I S T Phone (801) 298 -8795 Fax (801] 298-1132 E —moil ta*cOorot.net 6 SP'ti =Z3 wT , q.6PLF y L/3 Puy LI = 1 13 y PLr -r:L 17i y3P4F / LL o fif DC = 37,7p.5 M = 3 w T TL 14.0.7.kLE 1DL. ; go. Z.0 PROJECT (� �. p ARCHITECT F F r DATE Z. Z LOCATION ENGINEER OF C -4 Ty O1 C. L)) = (q) (L/q5/,5 ) /57 )z 3c0 = SJ,t/ ) g-T EVE -T 6-.FA/y64, ge /pio EL pRoicar 1 oi-i/413.1, . . 6- 4LL DL .. go. 4 P4 c�TJ! 95/.5 -F .�� 7kLF �S f /461_ v 1 r-14117 G' CA Di--7 3.g 3P.sf ,30/ w4 - 0 073 a, c. 6e 3/03 Ac,, c .vr,, i fj 024 PAGE: 03/29/02 FRI 11:10 FAX 801 298 1132 T S S E TANNER SMITH & ASSOCIATES STRUCTURAL ENGINEERS 442 North Main Street Bountiful. Utah 84010 Phone (801) 298 -8795 Fax (801) 298 -1132 E — moil taseOaro,.net C.-47 4L. K S PoKi- PIe, Le r D PSP S v fro f T . R4<' Ai 1D gPsr L< = 4oesF (I C t-f f k To'S I J 46 /6,s' - 7Z FL F `fL/3FL Ko gps F B Ps ]7L a-DEck M isc PROJECT HA/LT 6..V5A,(( 11.461( k- 4r-Ma ARCHITECT F F LOCATION (1,5) (6.S') = 77 Ls s) (6s) = 3� LB 60 L13 - 7 z ?L.r � P-F /6 ,s' BAGC SD� sTS z rS F- i A6 L) Y1 oA/ 3 rs F ?.spiF 5,0 FS zz,Sps F ■ O 1 S1 < Hq•t. ( I psi BATE i/ �� — L Z/9bZ ( ENGINEER `1 i " -- <— S PAGE; OF Lcuk -411LE PL Z 03/29/02 FRI 11:11 FAX 801 298 1132 T S S E T S S F Rev: 550100 User: KW -0604651 Ver 5.5.0, 25- Sep -2001 _( Steel Beam Design c)1983 -2001 ENERCAI.0 Engineering Software Description BEAM SUPPORTING SPEAKERS General Information Steel Section : W12X26 Center Span Left Cant. Right Cant Lu : Unbraced Length Point Loads Dead Load Live Load Short Term Location L zi S s rmary Shear fv : Shear Stress fv /Fv Max. M + Max. M - Max. M @ Left Max. M © Right Shear @ Left Shear @ Right Center Defl. Left Cant Defl Right Cant Deft ...Query Defl @ Section Properties W12X26 Depth Width Web Thick Flange Thickness Area 11.333 TSSE 442 North Main Street Bountiful, UT 84010 (801) 298 -8795: Phone (801) 298 -1132: Fax #1 #2 6,400 Maximum 37.93 k -ft -0.480 in 0.000 in 0.000 in 12.220 in 6.490in 0.230 in 0.380 in 7.65 in2 22.67 ft 0.00 ft 0.00 ft 11.00 ft Using: W12X26 section, Span = 22.67ft, Fy = 50.0ksi End Fixity = Pinned - Pinned, Lu = 11.00ft, LDF = 1.000 Actual Moment 37.934 k -ft fb : Bending Stress 13.634 ksi fb/Fb 0.575 : 1 3.495 k 1.243 ksi 0.062 : 1 DL Only 37.93 3.49 k 3.49 3.49 k 3.49 -0.480 0.000 0.000 0.000 ft 0.000 Reaction @ Left 3.49 3.49 Reaction @ Rt 3.49 3.49 Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Pinned - Pinned Bm Wt. Added to Loads LL & ST Act Together 0.000 0.000 0.000 Allowable 65.968 k -ft 23.710 ksi 56,212 k 20.000 ksi #3 # 4 Fa calc'd per 1.5 -2, K'llr> Cc 1 Beam, Major Axis, (102,000 ` Cb / Fy)^.5 <= L/rT <= (510,000 ` Cb / Fy) ^.5 , Fb per 1.5-6a Weight I -)x I S -xx S -yy Title : Hart Event Center Remodel Job # 01073 Dsgnr: JWC Date: 11:18AM, 1 FEB 02 Description : Scope: « -- These columns are Dead + Live Load placed as noted - -» LL LL +ST LL LL +ST t Center (a7 Center @ Cants a Cants -0.480 0.000 0.000 3.49 3.49 25.98 #/ft 204.00 1n4 17.30 in4 33.388 in3 5.331 in3 Fy 50.00ksi Load Duration Factor 1.00 Elastic Modulus 29,000.0 ksi # 5 # 6 Page 1 c: \my documents \enercal \01073.ecw:Calculatlon Max. Deflection Length/DL Defl Length/(DL +LL Dell) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 in r -roc r -yy Rt #7 k k k ft Beam OK Static Load Case Govems Stress 0.000 in 0.000 in 0.000 in k -ft k -ft k -ft k -ft k k k k -0.480 in 567.1 : 1 567.1 : 1 5.164 in 1.504 in 1.720 in a 026 03/29/02 FRI 11:11 FAX 801 298 1132 T S S E TS SF Amax - 3.495k Vnlax 0 left ❑ 3.495k I Rev: 550100 User: KW- 0604651 Ver 5.5.0, 25-Sep -2001 Steel Beam Design (c)1983 -2001 ENERCALC Engineering Software Description BEAM SUPPORTING SPEAKERS Sketch & Diagram TSSE 442 North Main Street Bountiful, UT 84010 (801) 298 -8795: Phone (801) 298 -1132 : Fax • -o 2Z667ft Mmax = 37.9k -ft Oman 0,4801n Ben® Title : Hart Event Center Remodel Job # 01073 Dsgnr: JWC Date: 11.18AM, 1 FEB 02 Description : Scope: 1 1 lit ' I 1 11 1 11 1 1 1' 1 1 111 I I I li 11� i I, "I I' ,I I j 1111 1', ' 1 `` ;1 1,1 , 1 A l I I`IIIIIIV,�II it (I I I 'li'll 1 1 rr 1.40 2.10 42.79 — I ..._ Shear Load (k) - 3793 _ _ 227 -_. -- „9.53 3414 20.35 Rmax = 3.494k 2635 Vmax 0 II= 3 494k P-76 1B 97 15.17 1138 - 379 1024 ■029” ,0.32 -0,43 Local y Deflection (in) Page c: \my documents \enerw�01073.ecw:Calculation ice --- Es7 13 1111.10 22.67 '1 ;1411111111, ,. 1�1`II111 � 9 Member (ft) —L I j I' a111 ,11 r1 , l I f� V � if 1 111 I Iifl I �1 TI >E11III 1 I it II �, 'IIl :11 11 r Il I ll l 1 l ft1111f 1 1 r �i11� r '141 1. hlll 4J1 Ill u 11411�h1�rk�lll ` � � ifs i 1,1111 'i l III 11 11 114 a '011'11 l '11 U 1 I I I �III 11 l 1111 I 11 11 l 1 I 1 riff 1 1il "1)E 11 1' I I�� � J ,1 I t� ,, I. a i 1 ,1 l IJr I �I!a I �, ' 11II I111 ak VI1i 11r)j I. ii�4 I i )l i1I. ,I I � 1� r 4" I ' ql' l� i 1' 1 r 1 I �a 9� � ' Il vi- " l 11 fit II �11 ° Ign ' Ill 1 tfp � 1 � ■ 14 17j 027 Location Along Member (ft - - 113.60 as.s, .. 118.13 -.. '2074-22.67 I � � T I I j .67 03/29/02 FRI 11:12 FAX 801 298 1132 T S S E TS S � F Rev: 550100 User: KW- 0601651, Ver 5.5.0, 25 -Sep -2001 (c)1983-2001 ENERCALC Engineering Software General Information Point Loads Steel Section : W12X14 Center Span Left Cant. Right Cant Lu : Unbraced Length Dead Load Live Load Short Term Location I Force & Stress Summary Max. M + Max. M - Max. M @ Left Max. M @ Right Shear @ Left Shear @ Right Center Defl. Left Cant Defl Right Cant Defl ...Query Defl @ #1 6.400 3.500 TSSE 442 North Main Street Bountiful, UT 84010 (801) 298 -8795: Phone (801) 298 -1132: Fax Steel Beam Design Description JOIST SUPPORTING SPEAKERS 7.00 ft 0.00 ft 0.00 ft 7.00 ft #2 #3 Using: W12X14 section, Span = 7.00ft, Fy = 50.0ksi End Fixity = Pinned- Pinned, Lu = 7.00ft, LDF = 1.000 Actual Allowable Moment 11.287 k -ft 25.489 k -ft fb : Bending Stress 9.103 ksi 20.558 ksi tblFb 0.443 :1 Shear 3.249 k 47.640 k fv : Shear Stress 1.364 ksi 20.000 ksi fv / Fv 0.068 : 1 DL Maximum Only 11.29 k -ft 11.29 3.25 k 3.25 3.25 k 3.25 -0.031 in -0.031 0.000 in 0.000 0.000 in 0.000 0.000 ft 0.000 Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Pinned - Pinned Bm Wt. Added to Loads LL & ST Act Together « -- These columns are Dead + Live Load placed as noted -» LL LL +ST LL LL +ST 0 Center a Center 0 Cants 0 Cants 0.000 0.000 0.000 0.000 #4 Title : Hart Event Center Remodel Job # 01073 Dsgnr: JWC Date: 11:18AM, 1 FEB 02 Description : Scope: -0.031 0.000 0.000 0.000 #5 Page 1 c: \my documents \enercal \01073. env; Calculation Fy Load Duration Factor Elastic Modulus #6 Beam OK Static Load Case Governs Stress Max. Deflection Length/DL Dell Length/(DL +LL Defl) 0.000 0.000 0.000 0.000 0.000 in 0.000 in 0.000 in 0.000 in Reaction @ Left 3.25 3.25 3.25 k Reaction @ Rt 3.25 3.25 3.25 k Fa calc'd per 1.5-2, K•L/r > Cc I Beam, Major Axis, (102,000 • Cb / Fy) ".5 <= UrT <= (510,000 • Cb / Fy) ^.5 , Fb per 1.5-6a [Section Properties W12X14 50.00ksi 1.00 29,000.0 ksi #7 k k k ft -0.031 in 2,705.0 : 1 2,705.0 : 1 k -ft k -ft k -ft k -ft k k Depth 11.910 in Weight 14.13 #/ft 1 4.615 in Width 3.970in I -xx 88.60 in4 Web Thick 0.200 in 2.36 in4 Rt RI 0.753 in Flange Thickness 0.225 in S 0.950 in Area 14.878 in3 4.16 in2 S -yy 1.189 in3 al028 03/29/02 FRI 11:13 FAX 801 298 1132 TSSE Rev: 550100 User: KW-0604651, Ver 5.5.0, 25-Sep-2001 Steel Beam Design _ (c)1983-2001 ENERCALC Engineering Software Sketch & Diagram Description JOIST SUPPORTING SPEAKERS Rmax = 3.2491c Vilma @ left = 3249k TSSE 442 North Main Street Bountiful, UT 84010 (801) 298-8795: Phone (801) 298-1132: Fax t,4k 7ft Mmax = 11.3k-ft Dmax = -0.031M Title: Hart Event Center Remodel Job # 01073 Dsgnr: -MC Date: 11 1 FEB 02 Description : Scope : Page 21 c:\my documents \enercal \01073.ecw:Calculation • i1.95 . PM I _I i . Shear toad ik ticalion Along Member (ft) 129 030 3.40 no - 27ffi - 20 990 is.60 6.33 ).00 als i . . i . , ;......: 03 Amax = 3.249k .90 : --i— I Vrnax 0 rt = 3219k . f.T7 I I 1 i I n If gill pi 44,if IJI:f4 , A i I '11?1i r i 1 1,1,11i111111 i11111 r r r , 41f r. 11. Ilt ' 1'1 1 110111 1 1 Jilt r, th J I I '1111 ' rhtluil 1 , EL4 ' 1 451 ! F 411 41 ill ' 1,0.01 fl '44 4).01 f0.02 R1.02 10.02 . 41.03 Local y De fleCtien (in) -H- Z029 00 AS� ASD - b 16_ 1 15 ( I ±52-10 - ( I ; 21' -T±. FROM NORTH EDGE OF COSTING CATWALK TO CENTER OF NEW CATWALK HANGER 1 1V-9 FROM NORTH EDGE OF *4 CATWALK TO CENTER OF NEW CATWAILK HANGER ` , •�• •` j T0 ~, I • Ir 1 � ` , CONDITIONS SIMILAR • L :. TE LADDER RUNGS E7 S100 & '�� 2 FOR ALL CONNEC ' AND DUCTWORK IN BE COORDINATED A N � � Ate N IM LEWIS T ME IN SHOP N ' \ � I NEW DUCTWORK SEE: M 103 EXACT LOCATION - VIF \ I ! / � � � , � NEW .; TO A ` r 500, a; REFER T t TWALK S ' r NOTE LOCH r i / / / /� C T Y W 1106. �' TO NEW CAT W • / REPRESENT a DRAWI i A � ,� � lip..._1 III ‘111111 i .1 \ Nil ` to . _ 1 N I _ main I. IIII I li to CATWALK ', tl ® \ ®]�' \\ , p 1135-2' t.o. - 1 1I1 =I _, ��_"�_ Lo. CATWALK �I =® —! ,i �o , � 4. U _ ! 103' NEW CATWALK � -1 0. ` NEW . c•. : mirammilm CT LOCATION - EXACT j, NEW DUCTWORK `�7. — - - -- ----- - - -' - -- -- ' `� -- - ° - ------ -- - -- _ — : - - - '_-------- --- -- - ---- -' - - - –`,® _ _ 1300W 1 HART EVENT CENTER RE CATWALK ELEVATION ASD , m 16 " o7 1/4 =1'-0' 1h' -1'• ASD -16 Y - . i ii_ I 41 L O i Z GU L v e _ �__ // / /IIII. \Iii ��p Nr 16 / /40 EXIST IXI /COSTING CTWORK ,LOCATION & SIZE ViF L j j / / / -± 52-10" 11I / 1 ± 21' - T DUCTWORK 4 ON & SIZE VIE , / Z / / I Wit P • . PlJp i: � A / /j ! � / / j ( FROM NORTH EDGE OF EXISTING CATWALK T• "� ± 74'-x' ENTEf� OF NEW CATWALK BANGER i ' / EW // // DUCTWORK / / - FROM NORTH EDGE OF EXISTING a TWALK TO CENTER OF NEW CATWALK HAN(,ER� / / �. \- --.._ \ / ! / \ ' i NEW CATWALK NOTE: REFER TO SHEET St • t : • CATWALKSTRUC • REOUIREMENrs I I mo„ / � /4i 8: to_ CATWALK 4 1 to. CATWPLK d to. CATWALK 103' -10' 1 0 6' -11' Y 1 03' -10' 1 t o. CATWALK / / /1 / I/ /i Z NEW LADDER TO COM SHEET A500, DETPI UI AS REQUIRED. NOTE: REFER TO SHE: ; . • Y W[ CONDITIONS . SItv1ILAR LOCATE LADDER RUNGS S100$ RFI #2 FOR atu -' - ° - -. CATWALKSItiUCTU• it 1103 -10' _ - _ -- — -. - I � — - - — — -- ✓ / A , . 41I 4 r , IT - — - .. 11 , !' .. ' - - _ - - �- - REQUIREMENTS. / NOTE: LOCATION OF .' TO NEW CATWALK TO ' GENERAL CONTRACT. 30NNECTIONS TWORK IN RELATIONSHIP COORDINATED BETWEEN AND LEWIS MECHANICAL. I , I � /1 / \ I __.-- NEW CATWALK COSTING CATWALK --- III /I�Ii /II /Iii _ � a CATWALK ASD ASD 16 15) A/ SD PLAN o, �16} 1/4 =1 o• 1J4 -1•-m ru b ASD -17 : ■