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Report kl °0 '102— a)6 v7/ smart design]' X333 ,,1v L y JqN 2 RECEIVED Tenant Improvements 2012 cl for 8O/Cp 1GF 7704 0 1VjS1GN :414 CLEARCHANNEL PORTLAND RADIO Third and Fourth Floors 13333 SW 68m Parkway Portland, OR 97223 OFFICE COPY Emergency Power System Specifications 263213 Engine Generator 263353 Static Uninterruptible Power Supply 263600 Transfer Switches 737 South Third Street,Louisville,Kentucky 40202-2100 502-585-4181 502-587-0488 Fax www.luckett-farley.com Master Planning; Architecture Engineering I Interior Design Design Budd I Building Commissioning I Special Inspections r � Tenant Improvements A/E Commission No. 2010.102 Clear Channel Communications ENGINE GENERATORS Portland,Oregon 263213-1 SECTION 263213 - ENGINE GENERATORS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections,apply to this Section. 1.2 SUMMARY A. Provide complete factory assembled generator set equipment with digital(microprocessor-based) electronic generator set controls,digital governor, and digital voltage regulator. B. This Section includes packaged engine-generator sets for standby power supply with the following features: 1. Diesel engine. 2. Unit-mounted cooling system. 3. Unit-mounted control and monitoring. 4. Outdoor enclosure. 5. Base Mounted Fuel Tank 1.3 DEFINITIONS A. Operational Bandwidth: The total variation from the lowest to highest value of a parameter over the range of conditions indicated, expressed as a percentage of the nominal value of the parameter. 1.4 QUALITY ASSURANCE A. Installer Qualifications: Manufacturer's authorized representative who is trained and approved for installation of units required for this Project. 1. Maintenance Proximity: Not more than four hours'normal travel time from Installer's place of business to Project site. 2. Engineering Responsibility: Preparation of data for vibration isolators and seismic restraints of engine skid mounts, including Shop Drawings, based on testing and engineering analysis of manufacturer's standard units in assemblies similar to those indicated for this Project. B. Manufacturer Qualifications: A qualified manufacturer. Maintain, within 200 miles(321 km)of Project site,a service center capable of providing training, parts, and emergency maintenance repairs. C. Source Limitations: Obtain packaged generator sets and auxiliary components through one source from a single manufacturer. is Tenant Improvements A/E Commission No. 2010.102 Clear Channel Communications ENGINE GENERATORS Portland, Oregon 263213-2 D. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, Article 100, by a testing agency acceptable to authorities having jurisdiction, and marked for intended use. E. Comply with ASME B15.1. F. Comply with NFPA 37. G. Comply with NFPA 70. H. Comply with NFPA 99. I. Comply with NFPA 110 requirements for Level 2 emergency power supply system. J. Comply with UL 2200. K. Engine Exhaust Emissions: Comply with applicable state and local government requirements. L. Noise Emission: Comply with applicable state and local government requirements for maximum noise level at adjacent property boundaries due to sound emitted by generator set including engine, engine exhaust, engine cooling-air intake and discharge, and other components of installation. 1.5 PROJECT CONDITIONS A. Interruption of Existing Electrical Service: Do not interrupt electrical service to facilities occupied by Owner or others unless permitted under the following conditions and then only after arranging to provide temporary electrical service according to requirements indicated: 1. Notify Construction Manager no fewer than two days in advance of proposed interruption of electrical service. 2. Do not proceed with interruption of electrical service without Construction Manager's written permission. B. Environmental Conditions: Engine-generator system shall withstand the following environmental conditions without mechanical or electrical damage or degradation of performance capability: 1. Ambient Temperature: Minus 15 to plus 40 deg C. 2. Altitude: Sea level to 1000 feet(300 m). 1.6 COORDINATION A. Coordinate size and location of concrete bases for package engine generators. Cast anchor-bolt inserts into bases. Concrete, reinforcement, and formwork requirements are specified with concrete. 1.7 WARRANTY A. Special Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace components of packaged engine generators and associated auxiliary components that fail in materials or workmanship within specified warranty period. Tenant Improvements A/E Commission No. 2010.102 Clear Channel Communications ENGINE GENERATORS Portland,Oregon 263213-3 1. Warranty Period: 5 years from date of Substantial Completion. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Basis-of-Design Product: Subject to compliance with requirements, provide the product indicated on Drawings or a comparable product by one of the following: 1. Onan/Cummins Power Generation; Industrial Business Group. 2.2 ENGINE-GENERATOR SET A. Factory-assembled and-tested,engine-generator set. B. Mounting Frame: Maintain alignment of mounted components without depending on concrete foundation; and have lifting attachments. C. Capacities and Characteristics: 1. Power Output Ratings: Nominal ratings as indicated. 2. Output Connections: Three-phase, four wire. 3. Nameplates: For each major system component to identify manufacturer's name and address, and model and serial number of component. D. Generator-Set Performance: 1. Steady-State Voltage Operational Bandwidth: 3 percent of rated output voltage from no load to full load. 2. Transient Voltage Performance: Not more than 10 percent variation for 50 percent step-load increase or decrease. Voltage shall recover and remain within the steady-state operating band within 0.5 seconds. 3. Steady-State Frequency Operational Bandwidth: 0.5 percent of rated frequency from no load to full load. 4. Steady-State Frequency Stability: When system is operating at any constant load within the rated load,there shall be no random speed variations outside the steady-state operational band and no hunting or surging of speed. 5. Transient Frequency Performance: Less than 5 percent variation for 50 percent step-load increase or decrease. Frequency shall recover and remain within the steady-state operating band within five seconds. 6. Output Waveform: At no load, harmonic content measured line to line or line to neutral shall not exceed 5 percent total and 3 percent for single harmonics. Telephone influence factor, determined according to NEMA MG 1, shall not exceed 50 percent. 7. Sustained Short-Circuit Current: For a 3-phase, bolted short circuit at system output terminals, system shall supply a minimum of 250 percent of rated full-load current for not less than 10 seconds and then clear the fault automatically, without damage to generator system components. 8. Excitation System: Performance shall be unaffected by voltage distortion caused by nonlinear load. ft Tenant Improvements A/E Commission No. 2010.102 Clear Channel Communications ENGINE GENERATORS Portland, Oregon 263213-4 a. Provide permanent magnet excitation for power source to voltage regulator. 2.3 ENGINE A. Fuel: Fuel oil,Grade DF-2. B. Rated Engine Speed: 1800 rpm. C. Maximum Piston Speed for Four-Cycle Engines: 2250 fpm (11.4 m/s). D. Lubrication System: The following items are mounted on engine or skid: 1. Filter and Strainer: Rated to remove 90 percent of particles 5 micrometers and smaller while passing full flow. 2. Thermostatic Control Valve: Control flow in system to maintain optimum oil temperature. Unit shall be capable of full flow and is designed to be fail-safe. 3. Crankcase Drain: Arranged for complete gravity drainage to an easily removable container with no disassembly and without use of pumps, siphons, special tools,or appliances. E. Engine Fuel System: 1. Main Fuel Pump: Mounted on engine. Pump ensures adequate primary fuel flow under starting and load conditions. 2. Relief-Bypass Valve: Automatically regulates pressure in fuel line and returns excess fuel to source. F. Governor: Adjustable isochronous,with speed sensing. G. Cooling System: Closed loop, liquid cooled, with radiator factory mounted on engine-generator-set mounting frame and integral engine-driven coolant pump. 1. Coolant: Solution of 50 percent ethylene-glycol-based antifreeze and 50 percent water, with anticorrosion additives as recommended by engine manufacturer. 2. Size of Radiator: Adequate to contain expansion of total system coolant from cold start to 110 percent load condition. 3. Temperature Control: Self-contained,thermostatic-control valve modulates coolant flow automatically to maintain optimum constant coolant temperature as recommended by engine manufacturer. 4. Coolant Hose: Flexible assembly with inside surface of nonporous rubber and outer covering of aging-, ultraviolet-,and abrasion-resistant fabric. a. Rating: 50-prig(345-kPa)maximum working pressure with coolant at 180 deg F (82 deg C),and noncollapsible under vacuum. b. End Fittings: Flanges or steel pipe nipples with clamps to suit piping and equipment connections. H. Muffler/Silencer: Industrial type, sized as recommended by engine manufacturer and selected with exhaust piping system to not exceed engine manufacturer's engine backpressure requirements. 1. Minimum sound attenuation of 12 dB at 500 Hz. Tenant Improvements A/E Commission No. 2010.102 Clear Channel Communications ENGINE GENERATORS Portland,Oregon 263213-5 2. Sound level measured at a distance of 25 feet(8 m)from exhaust discharge after installation is complete shall be 75 dBA or less. I. Air-Intake Filter: Heavy-duty,engine-mounted air cleaner with replaceable dry-filter element and "blocked filter" indicator. J. Starting System: 12-V electric,with negative ground. 1. Components: Sized so they will not be damaged during a full engine-cranking cycle with ambient temperature at maximum specified in Part 1 "Project Conditions" Article. 2. Cranking Motor: Heavy-duty unit that automatically engages and releases from engine flywheel without binding. 3. Cranking Cycle: As required by NFPA 110 for system level specified. 4. Battery: Adequate capacity within ambient temperature range specified in Part 1 "Project Conditions"Article to provide specified cranking cycle at least three times without recharging. 5. Battery Cable: Size as recommended by engine manufacturer for cable length indicated. Include required interconnecting conductors and connection accessories. 6. Battery-Charging Alternator: Factory mounted on engine with solid-state voltage regulation and 35-A minimum continuous rating. 2.4 FUEL OIL STORAGE A. Comply with NFPA 30. B. Base-Mounted Fuel Oil Tank: Factory installed and piped,complying with UL 142 fuel oil tank. Features include the following: 1. Tank level indicator. 2. Capacity: Fuel for 24 hours'continuous operation at 100 percent rated power output. 3. Vandal-resistant fill cap. 4. Containment Provisions: Comply with requirements of authorities having jurisdiction. 2.5 CONTROL AND MONITORING A. Automatic Starting System Sequence of Operation: When mode-selector switch on the control and monitoring panel is in the automatic position,remote-control contacts in one or more separate automatic transfer switches initiate starting and stopping of generator set. When mode-selector switch is switched to the on position,generator set starts. The off position of same switch initiates generator-set shutdown. When generator set is running, specified system or equipment failures or derangements automatically shut down generator set and initiate alarms. Operation of a remote emergency-stop switch also shuts down generator set. B. Configuration: Operating and safety indications,protective devices,basic system controls,and engine gages shall be grouped in a common control and monitoring panel mounted on the generator set. Mounting method shall isolate the control panel from generator-set vibration. C. Indicating and Protective Devices and Controls: As required by NFPA 110 for Level 2 system,and the following: � Iil Tenant Improvements A/E Commission No. 2010.102 Clear Channel Communications ENGINE GENERATORS Portland,Oregon 263213-6 1. AC voltmeter. 2. AC ammeter. 3. AC frequency meter. 4. DC voltmeter(alternator battery charging). 5. Engine-coolant temperature gage. 6. Engine lubricating-oil pressure gage. 7. Running-time meter. 8. Ammeter-voltmeter,phase-selector switch(es). 9. Generator-voltage adjusting rheostat. 10. Fuel tank derangement alarm. 11. Fuel tank high-level shutdown of fuel supply alarm. 12. Generator overload. D. Supporting Items: Include sensors,transducers,terminals,relays, and other devices and include wiring required to support specified items. Locate sensors and other supporting items on engine or generator, unless otherwise indicated. E. Common Remote Audible Alarm: Signal the occurrence of any events listed below without differentiating between event types. Connect so that after an alarm is silenced,clearing of initiating condition will reactivate alarm until silencing switch is reset. 1. Engine high-temperature shutdown. 2. Lube-oil, low-pressure shutdown. 3. Overspeed shutdown. 4. Remote emergency-stop shutdown. 5. Engine high-temperature prealarm. 6. Lube-oil, low-pressure prealarm. 7. Fuel tank, low-fuel level. 8. Low coolant level. F. Remote Alarm Annunciator: Comply with NFPA 99. An LED labeled with proper alarm conditions shall identify each alarm event and a common audible signal shall sound for each alarm condition. Silencing switch in face of panel shall silence signal without altering visual indication. Connect so that after an alarm is silenced,clearing of initiating condition will reactivate alarm until silencing switch is reset. Cabinet and faceplate are surface-or flush-mounting type to suit mounting conditions indicated. G. Remote Emergency-Stop Switch: Flush;wall mounted, unless otherwise indicated; and labeled. Push button shall be protected from accidental operation. 2.6 GENERATOR OVERCURRENT AND FAULT PROTECTION A. Generator Circuit Breaker: Molded-case,thermal-magnetic type; 100 percent rated; complying with NEMA AB 1 and UL 489. 1. Tripping Characteristic: Designed specifically for generator protection. 2. Trip Rating: Matched to generator rating. 3. Shunt Trip: Connected to trip breaker when generator set is shut down by other protective devices. 4. Mounting: Adjacent to or integrated with control and monitoring panel. 9. Tenant Improvements A/E Commission No. 2010.102 Clear Channel Communications ENGINE GENERATORS Portland, Oregon 263213-7 B. Generator Protector: Microprocessor-based unit shall continuously monitor current level in each phase of generator output, integrate generator heating effect over time, and predict when thermal damage of alternator will occur. When signaled by generator protector or other generator-set protective devices, a shunt-trip device in the generator disconnect switch shall open the switch to disconnect the generator from load circuits. Protector shall perform the following functions: 1. Initiates a generator overload alarm when generator has operated at an overload equivalent to 110 percent of full-rated load for 60 seconds. Indication for this alarm is integrated with other generator-set malfunction alarms. 2. Under single or three-phase fault conditions, regulates generator to 300 percent of rated full-load current for up to 10 seconds. 3. As overcurrent heating effect on the generator approaches the thermal damage point of the unit, protector switches the excitation system off,opens the generator disconnect device, and shuts down the generator set. 4. Senses clearing of a fault by other overcurrent devices and controls recovery of rated voltage to avoid overshoot. 2.7 GENERATOR, EXCITER, AND VOLTAGE REGULATOR A. Comply with NEMA MG 1. B. Drive: Generator shaft shall be directly connected to engine shaft. Exciter shall be rotated integrally with generator rotor. C. Electrical Insulation: Class H or Class F. D. Stator-Winding Leads: Brought out to terminal box to permit future reconnection for other voltages if required. E. Construction shall prevent mechanical, electrical, and thermal damage due to vibration, overspeed up to 125 percent of rating, and heat during operation at 110 percent of rated capacity. F. Enclosure: Dripproof. G. Instrument Transformers: Mounted within generator enclosure. H. Voltage Regulator: Solid-state type, separate from exciter, providing performance as specified. 1. Adjusting rheostat on control and monitoring panel shall provide plus or minus 5 percent adjustment of output-voltage operating band. 2.8 OUTDOOR GENERATOR-SET ENCLOSURE A. Description: Vandal-resistant, sound attenuated, weatherproof steel housing, wind resistant up to 100 mph (160 km/h). Multiple panels shall be lockable and provide adequate access to components requiring maintenance. Panels shall be removable by one person without tools. Instruments and control shall be mounted within enclosure. B. Engine Cooling Airflow through Enclosure: Maintain temperature rise of system components within Tenant Improvements A/E Commission No. 2010.102 Clear Channel Communications ENGINE GENERATORS Portland,Oregon 263213-8 required limits when unit operates at 110 percent of rated load for 2 hours with ambient temperature at top of range specified in system service conditions. 1. Louvers: Fixed-engine,cooling-air inlet and discharge. Storm-proof and drainable louvers prevent entry of rain and snow. 2. Automatic Dampers: At engine cooling-air inlet and discharge. Dampers shall be closed to reduce enclosure heat loss in cold weather when unit is not operating. C. Interior Lights with Switch: Factory-wired,vaporproof-type fixtures within housing;arranged to illuminate controls and accessible interior. Arrange for external electrical connection. 1. AC lighting system and connection point for operation when remote source is available. D. Convenience Outlets: Factory wired,GFCI. Arrange for external electrical connection. 2.9 VIBRATION ISOLATION DEVICES A. Elastomeric Isolator Pads: Oil-and water-resistant elastomer or natural rubber,arranged in single or multiple layers,molded with a nonslip pattern and galvanized-steel baseplates of sufficient stiffness for uniform loading over pad area,and factory cut to sizes that match requirements of supported equipment. 1. Material: Bridge-bearing neoprene,complying with AASHTO M 251. 2. Durometer Rating: 50. 3. Number of Layers: Two. 2.10 FINISHES A. Indoor and Outdoor Enclosures and Components: Manufacturer's standard finish over corrosion-resistant pretreatment and compatible primer. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine areas,equipment bases,and conditions,with Installer present,for compliance with requirements for installation and other conditions affecting packaged engine-generator performance. B. Examine roughing-in of piping systems and electrical connections. Verify actual locations of connections before packaged engine-generator installation. C. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 INSTALLATION A. Comply with packaged engine-generator manufacturers'written installation and alignment instructions • Tenant Improvements A/E Commission No. 2010.102 Clear Channel Communications ENGINE GENERATORS Portland,Oregon 263213-9 and with NFPA 110. B. Install packaged engine generator to provide access,without removing connections or accessories, for periodic maintenance. C. Install packaged engine generator with elastomeric isolator pads having a minimum deflection of 1 inch (25 mm)on 4-inch-(100-mm-)high concrete base. Secure sets to anchor bolts installed in concrete bases. Concrete base construction is specified in Section 260548 "Vibration and Seismic Controls for Electrical Systems." D. Install Schedule 40,black steel piping with welded joints and connect to engine muffler. Install thimble at wall. Piping shall be same diameter as muffler outlet. Flexible connectors and steel piping materials and installation requirements are specified in Section 232113 "Hydronic Piping." 1. Install condensate drain piping to muffler drain outlet full size of drain connection with a shutoff valve, stainless-steel flexible connector,and Schedule 40,black steel pipe with welded joints. Flexible connectors and piping materials and installation requirements are specified in Section 232113 "Hydronic Piping." E. Electrical Wiring: Install electrical devices furnished by equipment manufacturers but not specified to be factory mounted. 3.3 CONNECTIONS A. Piping installation requirements are specified in other Sections. Drawings indicate general arrangement of piping and specialties. B. Connect fuel,cooling-system,and exhaust-system piping adjacent to packaged engine generator to allow service and maintenance. C. Connect cooling-system water piping to engine-generator with flexible connectors. D. Connect engine exhaust pipe to engine with flexible connector. E. Connect fuel piping to engines with a gate valve and union and flexible connector. F. Ground equipment according to Section 260526 "Grounding and Bonding for Electrical Systems." G. Connect wiring according to Section 260519 "Low-Voltage Electrical Power Conductors and Cables." 3.4 IDENTIFICATION A. Identify system components according to Section 230553 "Identification for HVAC Piping and Equipment"and Section 260553 "Identification for Electrical Systems." 3.5 FIELD QUALITY CONTROL A. Perform tests and inspections and prepare test reports. Tenant Improvements A/E Commission No. 2010.102 Clear Channel Communications ENGINE GENERATORS Portland,Oregon 263213-10 1. Manufacturer's Field Service: Engage a factory-authorized service representative to inspect components,assemblies, and equipment installations, including connections, and to assist in testing. B. Tests and Inspections: 1. Perform tests recommended by manufacturer and each electrical test and visual and mechanical inspection[ (except those indicated to be optional)] for"AC Generators and for Emergency Systems" specified in NETA Acceptance Testing Specification. Certify compliance with test parameters. 2. NFPA 110 Acceptance Tests: Perform tests required by NFPA 110 that are additional to those specified here including, but not limited to, single-step full-load pickup test. 3. Battery Tests: Equalize charging of battery cells according to manufacturer's written instructions. Record individual cell voltages. a. Measure charging voltage and voltages between available battery terminals for full-charging and float-charging conditions. Check electrolyte level and specific gravity under both conditions. b. Test for contact integrity of all connectors. Perform an integrity load test and a capacity load test for the battery. c. Verify acceptance of charge for each element of the battery after discharge. d. Verify that measurements are within manufacturer's specifications. 4. Battery-Charger Tests: Verify specified rates of charge for both equalizing and float-charging conditions. 5. System Integrity Tests: Methodically verify proper installation, connection, and integrity of each element of engine-generator system before and during system operation. Check for air, exhaust, and fluid leaks. 6. Voltage and Frequency Transient Stability Tests: Use recording oscilloscope to measure voltage and frequency transients for 50 and 100 percent step-load increases and decreases, and verify that performance is as specified. 7. Harmonic-Content Tests: Measure harmonic content of output voltage under 25 percent and at 100 percent of rated linear load. Verify that harmonic content is within specified limits. C. Coordinate tests with tests for transfer switches and run them concurrently. D. Test instruments shall have been calibrated within the last 12 months,traceable to standards of NIST, and adequate for making positive observation of test results. Make calibration records available for examination on request. E. Leak Test: After installation, charge system and test for leaks. Repair leaks and retest until no leaks exist. F. Operational Test: After electrical circuitry has been energized, start units to confirm proper motor rotation and unit operation. G. Test and adjust controls and safeties. Replace damaged and malfunctioning controls and equipment. H. Remove and replace malfunctioning units and retest as specified above. Tenant Improvements A/E Commission No. 2010.102 Clear Channel Communications ENGINE GENERATORS Portland,Oregon 263213-11 I. Retest: Correct deficiencies identified by tests and observations and retest until specified requirements are met. J. Report results of tests and inspections in writing. Record adjustable relay settings and measured insulation resistances,time delays, and other values and observations. Attach a label or tag to each tested component indicating satisfactory completion of tests. 3.6 DEMONSTRATION A. Engage a factory-authorized service representative to train Owner's maintenance personnel to adjust, operate, and maintain packaged engine generators. Refer to Section 017900 "Demonstration and Training." END OF SECTION 263213 Tenant Improvements A/E Commission No. 2010.102 Clear Channel Communications STATIC UNINTERRUPTIBLE POWER SUPPLY Portland,Oregon 263353-1 SECTION 263353— STATIC UNINTERRUPTIBLE POWER SUPPLY PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections,apply to this Section. 1.2 SUMMARY A. Section Includes: 1. Three-phase, on-line, double-conversion, static-type,UPS units with the following features: a. Surge suppression. b. Input harmonics reduction. c. Rectifier-charger. d. Inverter. e. Static bypass transfer switch. f. Battery and battery disconnect device. g. Internal maintenance bypass/isolation switch. h. Output isolation transformer. i. Remote UPS monitoring provisions. j. Battery monitoring. k. Remote monitoring. 1.3 DEFINITIONS A. EMI: Electromagnetic interference. B. LCD: Liquid-crystal display. C. LED: Light-emitting diode. D. PC: Personal computer. E. THD: Total harmonic distortion. F. UPS: Uninterruptible power supply. . . Tenant Improvements A/E Commission No. 2010.102 Clear Channel Communications STATIC UNINTERRUPTIBLE POWER SUPPLY Portland,Oregon 263353-2 1.4 PERFORMANCE REQUIREMENTS A. Seismic Performance: UPS shall withstand the effects of earthquake motions determined according to ASCE/SEI 7. 1. The term "withstand" means "the unit will remain in place without separation of any parts from the device when subjected to the seismic forces specified and the unit will be fully operational after the seismic event." 1.5 ACTION SUBMITTALS A. Product Data: For each type of product indicated. Include data on features,components, ratings, and performance. B. Shop Drawings: For UPS. Include plans, elevations, sections,details, and attachments to other work. 1. Detail equipment assemblies and indicate dimensions,weights,components, and location and identification of each field connection. Show access, workspace,and clearance requirements; details of control panels; and battery arrangement. 2. Wiring Diagrams: For power, signal, and control wiring. 1.6 INFORMATIONAL SUBMITTALS A. Seismic Qualification Certificates: For UPS equipment, from manufacturer. 1. Basis for Certification: Indicate whether withstand certification is based on actual test of assembled components or on calculation. 2. Dimensioned Outline Drawings of Equipment Unit: Identify center of gravity and locate and describe mounting and anchorage provisions. 3. Detailed description of equipment anchorage devices on which the certification is based and their installation requirements. B. Manufacturer Certificates: For each product, from manufacturer. C. Field quality-control reports. D. Performance Test Reports: Indicate test results compared with specified performance requirements, and provide justification and resolution of differences if values do not agree. E. Warranties: Sample of special warranties. 1.7 CLOSEOUT SUBMITTALS A. Operation and Maintenance Data: For UPS units to include in emergency, operation, and maintenance manuals. • Tenant Improvements A/E Commission No. 2010.102 Clear Channel Communications STATIC UNINTERRUPTIBLE POWER SUPPLY Portland, Oregon 263353-3 1.8 QUALITY ASSURANCE A. Electrical Components, Devices,and Accessories: Listed and labeled as defined in NFPA 70, by a qualified testing agency,and marked for intended location and application. B. UL Compliance: Listed and labeled under UL 1778 by an NRTL. C. NFPA Compliance: Mark UPS components as suitable for installation in computer rooms according to NFPA 75. 1.9 WARRANTY A. Special Battery Warranties: Specified form in which manufacturer and Installer agree to repair or replace UPS system storage batteries that fail in materials or workmanship within specified warranty period. 1. Warranted Cycle Life for Valve-Regulated, Lead-Calcium Batteries: Equal to or greater than that represented in manufacturer's published table, including figures corresponding to the following,based on annual average battery temperature of 77 deg F: Discharge Rate Discharge Duration Discharge End Voltage 8 hours 8 hours 1.67 6 cycles 30 minutes 30 minutes 1.67 20 cycles 15 minutes 45 seconds 1.67 120 cycles B. Special UPS Warranties: Specified form in which manufacturer and Installer agree to repair or replace components that fail in materials or workmanship within special warranty period. 1. Special Warranty Period: Two years from date of Substantial Completion. PART 2 - PRODUCTS 2.1 OPERATIONAL REQUIREMENTS A. Automatic operation includes the following: 1. Normal Conditions: Load is supplied with power flowing from the normal power input terminals,through the rectifier-charger and inverter, with the battery connected in parallel with the rectifier-charger output. 2. Abnormal Supply Conditions: If normal supply deviates from specified and adjustable voltage, voltage waveform, or frequency limits, the battery supplies energy to maintain constant, regulated inverter power output to the load without switching or disturbance. 3. If normal power fails,energy supplied by the battery through the inverter continues supply-regulated power to the load without switching or disturbance. Tenant Improvements A/E Commission No. 2010.102 Clear Channel Communications STATIC UNINTERRUPTIBLE POWER SUPPLY Portland,Oregon 263353-4 4. When power is restored at the normal supply terminals of the system,controls automatically synchronize the inverter with the external source before transferring the load. The rectifier-charger then supplies power to the load through the inverter and simultaneously recharges the battery. 5. If the battery becomes discharged and normal supply is available,the rectifier-charger charges the battery. On reaching full charge,the rectifier-charger automatically shifts to float-charge mode. 6. If any element of the UPS system fails and power is available at the normal supply terminals of the system,the static bypass transfer switch switches the load to the normal ac supply circuit without disturbance or interruption. 7. If a fault occurs in the system supplied by the UPS,and current flows in excess of the overload rating of the UPS system,the static bypass transfer switch operates to bypass the fault current to the normal ac supply circuit for fault clearing. 8. When the fault has cleared,the static bypass transfer switch returns the load to the UPS system. 9. If the battery is disconnected,the UPS continues to supply power to the load with no degradation of its regulation of voltage and frequency of the output bus. B. Manual operation includes the following: 1. Turning the inverter off causes the static bypass transfer switch to transfer the load directly to the normal ac supply circuit without disturbance or interruption. 2. Turning the inverter on causes the static bypass transfer switch to transfer the load to the inverter. C. Maintenance Bypass/Isolation Switch Operation: Switch is interlocked so it cannot be operated unless the static bypass transfer switch is in the bypass mode. Device provides manual selection among the three conditions in subparagraphs below without interrupting supply to the load during switching: 1. Full Isolation: Load is supplied,bypassing the UPS. Normal UPS ac input circuit, static bypass transfer switch, and UPS load terminals are completely disconnected from external circuits. 2. Maintenance Bypass: Load is supplied, bypassing the UPS. UPS ac supply terminals are energized to permit operational checking, but system load terminals are isolated from the load. 3. Normal: Normal UPS ac supply terminals are energized and the load is supplied through either the static bypass transfer switch and the UPS rectifier-charger and inverter,or the battery and the inverter. D. Environmental Conditions: The UPS shall be capable of operating continuously in the following environmental conditions without mechanical or electrical damage or degradation of operating capability,except battery performance. 1. Ambient Temperature for Electronic Components: 32 to 104 deg F. 2. Ambient Temperature for Battery: 41 to 95 deg F. 3. Relative Humidity: 0 to 95 percent, noncondensing. 4. Altitude: Sea level to 4000 feet. Tenant Improvements A/E Commission No. 2010.102 Clear Channel Communications STATIC UNINTERRUPTIBLE POWER SUPPLY Portland,Oregon 263353-5 2.2 PERFORMANCE REQUIREMENTS A. The UPS shall perform as specified in this article while supplying rated full-load current, composed of any combination of linear and nonlinear load,up to 100 percent nonlinear load with a load crest factor of 3.0,under the following conditions or combinations of the following conditions: 1. Inverter is switched to battery source. 2. Steady-state ac input voltage deviates up to plus or minus 10 percent from nominal voltage. 3. Steady-state input frequency deviates up to plus or minus 5 percent from nominal frequency. 4. TI-ID of input voltage is 15 percent or more with a minimum crest factor of 3.0,and the largest single harmonic component is a minimum of 5 percent of the fundamental value. 5. Load is 50 percent unbalanced continuously. B. Input Voltage Tolerance: System steady-state and transient output performance remains within specified tolerances when steady-state ac input voltage varies plus 10,minus 15 percent from nominal voltage. C. Overall UPS Efficiency: Equal to or greater than 90 percent at 100 percent load, 88 percent at 75 percent load,and 87 percent at 50 percent load. D. Maximum Acoustical Noise: 60 db, "A"weighting,emanating from any UPS component under any condition of normal operation,measured 48 inches from nearest surface of component enclosure. E. Maximum Energizing Inrush Current: Six times the full-load current. F. Maximum AC Output-Voltage Regulation for Loads up to 50 Percent Unbalanced: Plus or minus 2 percent over the full range of battery voltage. G. Output Frequency: 60 Hz, plus or minus 0.5 percent over the full range of input voltage, load, and battery voltage. H. Maximum Harmonic Content of Output-Voltage Waveform: 5 percent rms total and 3 percent rms for any single harmonic,for rated full load with THD up to 50 percent,with a load crest factor of 3.0. I. Maximum Output-Voltage Transient Excursions from Rated Value: For the following instantaneous load changes,stated as percentages of rated full UPS load,voltage shall remain within stated percentages of rated value and recover to,and remain within, plus or minus 2 percent of that value within 100 ms: 1. 50 percent: Plus or minus 5 percent 2. 100 percent: Plus or minus 5 percent 3. Loss of AC Input Power: Plus or minus 1 percent 4. Restoration of AC Input Power: Plus or minus 1 percent. J. Input Power Factor: A minimum of 0.85 lagging when supply voltage and current are at nominal rated values and the UPS is supplying rated full-load current. . • Tenant Improvements A/E Commission No. 2010.102 Clear Channel Communications STATIC UNINTERRUPTIBLE POWER SUPPLY Portland,Oregon 263353-6 K. EMI Emissions: Comply with FCC Rules and Regulations and with 47 CFR 15 for Class A equipment. 2.3 UPS SYSTEMS A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: B. Basis-of-Design Product: Subject to compliance with requirements, provide product by one of the following: 1. Mitsubishi Electric Automation,Inc. 2. Toshiba Corporation; Industrial Systems. C. Electronic Equipment: Solid-state devices using hermetically sealed, semiconductor elements. Devices include rectifier-charger, inverter, static bypass transfer switch,and system controls. D. Enclosures: Comply with NEMA 250,Type 1, unless otherwise indicated. E. Control Assemblies: Mount on modular plug-ins,readily accessible for maintenance. F. Surge Suppression: Protect internal UPS components from surges that enter at each ac power input connection including main disconnect switch, static bypass transfer switch,and maintenance bypass/isolation switch. Protect rectifier-charger, inverter, controls,and output components. 1. Use factory-installed surge suppressors tested according to IEEE C62.41.1 and IEEE C62.41.2,Category B. G. Maintainability Features: Mount rectifier-charger and inverter sections and the static bypass transfer switch on modular plug-ins,readily accessible for maintenance. H. Capacity Upgrade Capability: Arrange wiring,controls,and modular component plug-in provisions to permit future 25 percent increase in UPS capacity. I. Seismic-Restraint Design: UPS assemblies, subassemblies,and components(and fastenings and supports,mounting,and anchorage devices for them)shall be designed and fabricated to withstand static and seismic forces. J. UPS Cabinet Ventilation: Redundant fans or blowers draw in ambient air near the bottom of cabinet and discharge it near the top rear. K. Output Circuit Neutral Bus,Conductor,and Terminal Ampacity: Rated phase current times a multiple of 1.73,minimum. 2.4 RECTIFIER-CHARGER A. Capacity: Adequate to supply the inverter during rated full output load conditions and simultaneously recharge the battery from fully discharged condition to 95 percent of full charge Tenant Improvements A/E Commission No. 2010.102 Clear Channel Communications STATIC UNINTERRUPTIBLE POWER SUPPLY Portland, Oregon 263353-7 within 10 times the rated discharge time for duration of supply under battery power at full load. B. Output Ripple: Limited by output filtration to less than 0.5 percent of rated current, peak to peak. C. Control Circuits: Immune to frequency variations within rated frequency ranges of normal and emergency power sources. 1. Response Time: Field adjustable for maximum compatibility with local generator-set power source. D. Battery Float-Charging Conditions: Comply with battery manufacturer's written instructions for battery terminal voltage and charging current required for maximum battery life. 2.5 INVERTER A. Description: Pulse-width modulated, with sinusoidal output. B. Description: Pulse-width modulated, with sinusoidal output. Include a bypass phase synchronization window adjustment to optimize compatibility with local engine-generator-set power source. 2.6 STATIC BYPASS TRANSFER SWITCH A. Description: Solid-state switching device providing uninterrupted transfer. A contactor or electrically operated circuit breaker automatically provides electrical isolation for the switch. B. Switch Rating: Continuous duty at the rated full UPS load current, minimum. 2.7 BATTERY A. Description: Valve-regulated,recombinant, lead-calcium units, factory assembled in an isolated compartment of UPS cabinet, complete with battery disconnect switch. 1. Arrange for drawout removal of battery assembly from cabinet for testing and inspecting. B. Seismic-Restraint Design: Battery racks,cabinets, assemblies, subassemblies, and components (and fastenings and supports, mounting, and anchorage devices for them) shall be designed and fabricated to withstand static and seismic forces. 2.8 CONTROLS AND INDICATIONS A. Description: Group displays, indications, and basic system controls on a common control panel on front of UPS enclosure. • Tenant Improvements A/E Commission No. 2010.102 Clear Channel Communications STATIC UNINTERRUPTIBLE POWER SUPPLY Portland,Oregon 263353-8 B. Minimum displays, indicating devices, and controls include those in lists below. Provide sensors,transducers,terminals,relays, and wiring required to support listed items. Alarms include audible signals and visual displays. C. Indications: Plain-language messages on a digital LCD or LED. L Quantitative indications shall include the following: a. Input voltage,each phase, line to line. b. Input current,each phase, line to line. c. Bypass input voltage,each phase, line to line. d. Bypass input frequency. e. System output voltage,each phase, line to line. f. System output current,each phase. g. System output frequency. h. DC bus voltage. i. Battery current and direction(charge/discharge). j. Elapsed time discharging battery. 2. Basic status condition indications shall include the following: a. Normal operation. b. Load-on bypass. c. Load-on battery. d. Inverter off. e. Alarm condition. 3. Alarm indications shall include the following: a. Bypass ac input overvoltage or undervoltage. b. Bypass ac input overfrequency or underfrequency. c. Bypass ac input and inverter out of synchronization. d. Bypass ac input wrong-phase rotation. e. Bypass ac input single-phase condition. f. Bypass ac input filter fuse blown. g. Internal frequency standard in use. h. Battery system alarm. i. Control power failure. j. Fan failure. k. UPS overload. 1. Battery-charging control faulty. m. Input overvoltage or undervoltage. n. Input transformer overtemperature. o. Input circuit breaker tripped. p. Input wrong-phase rotation. q. Input single-phase condition. r. Approaching end of battery operation. s. Battery undervoltage shutdown. t. Maximum battery voltage. u. Inverter fuse blown. v. Inverter transformer overtemperature. • Tenant Improvements A/E Commission No. 2010.102 Clear Channel Communications STATIC UNINTERRUPTIBLE POWER SUPPLY Portland,Oregon 263353-9 w. Inverter overtemperature. x. Static bypass transfer switch overtemperature. y. Inverter power supply fault. z. Inverter transistors out of saturation. aa. Identification of faulty inverter section/leg. bb. Inverter output overvoltage or undervoltage. cc. UPS overload shutdown. dd. Inverter current sensor fault. ee. Inverter output contactor open. ff. Inverter current limit. 4. Controls shall include the following: a. Inverter on-off. b. Battery test. c. Alarm silence/reset. d. Output-voltage adjustment. D. Dry-form "C" contacts shall be available for remote indication of the following conditions: 1. UPS on battery. 2. UPS on-line. 3. UPS load-on bypass. 4. UPS in alarm condition. 5. UPS off(maintenance bypass closed). E. Emergency Power Off Switch: Capable of local operation and operation by means of activation by external dry contacts. 2.9 MAINTENANCE BYPASS/ISOLATION SWITCH A. Description: Manually operated switch or arrangement of switching devices with mechanically actuated contact mechanism arranged to route the flow of power to the load around the rectifier-charger, inverter,and static bypass transfer switch. 1. Switch shall be electrically and mechanically interlocked to prevent interrupting power to the load when switching to bypass mode. 2. Switch shall electrically isolate other UPS components to permit safe servicing. B. Comply with NEMA PB 2 and UL 891. C. Switch Rating: Continuous duty at rated full UPS load current. D. Mounting Provisions: Internal to system cabinet. E. Key interlock requires unlocking maintenance bypass/isolation switch before switching from normal position with key that is released only when the UPS is bypassed by the static bypass transfer switch. Lock is designed specifically for mechanical and electrical component interlocking. . Tenant Improvements A/E Commission No. 2010.102 Clear Channel Communications STATIC UNINTERRUPTIBLE POWER SUPPLY Portland,Oregon 263353-10 2.10 OUTPUT ISOLATION TRANSFORMER A. Description: Shielded unit with low forward transfer impedance up to 3 kHz,minimum. Include the following features: 1. Comply with applicable portions of UL 1561, including requirements for nonlinear load current-handling capability for a K-factor of approximately 13. 2. Output Impedance at Fundamental Frequency: Between 3 and 4 percent. 3. Regulation: 5 percent,maximum,at rated nonlinear load current. 4. Full-Load Efficiency at Rated Nonlinear Load Current: 96 percent,minimum. 5. Electrostatic Shielding of Windings: Independent for each winding. 6. Coil Leads: Physically arranged for minimum interlead capacitance. 7. Shield Grounding Terminal: Separately mounted; labeled"Shield Ground." 8. Capacitive Coupling between Primary and Secondary: 33 picofarads, maximum, over a frequency range of 20 Hz to 1 MHz. 2.11 OUTPUT DISTRIBUTION SECTION A. Panelboards: Comply with Section 262416"Panelboards"except provide assembly integral to UPS cabinet. 2.12 MONITORING BY REMOTE COMPUTER A. Description: Communication module in unit control panel provides capability for remote monitoring of status,parameters,and alarms specified in "Controls and Indications"Article. The remote computer and the connecting signal wiring are not included in this Section. Include the following features: 1. Connectors and network interface units or modems for data transmission via RS-232 link. 2. Software designed for control and monitoring of UPS functions and to provide on-screen explanations, interpretations,diagnosis,action guidance,and instructions for use of monitoring indications and development of meaningful reports. Permit storage and analysis of power-line transient records. Designs for Windows applications, software, and computer are not included in this Section. 2.13 SOURCE QUALITY CONTROL A. Factory test complete UPS system before shipment. Use actual batteries that are part of final installation. Include the following: 1. Test and demonstration of all functions,controls, indicators, sensors,and protective devices. 2. Full-load test. 3. Transient-load response test. 4. Overload test. 5. Power failure test. B. Report test results. Include the following data: Tenant Improvements A/E Commission No. 2010.102 Clear Channel Communications STATIC UNINTERRUPTIBLE POWER SUPPLY Portland,Oregon 263353-11 1. Description of input source and output loads used. Describe actions required to simulate source load variation and various operating conditions and malfunctions. 2. List of indications,parameter values,and system responses considered satisfactory for each test action. Include tabulation of actual observations during test. 3. List of instruments and equipment used in factory tests. PART 3 -EXECUTION 3.1 EXAMINATION A. Examine areas and conditions,with Installer present, for compliance with requirements for conditions affecting performance of the UPS. B. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 INSTALLATION A. Equipment Mounting: Install UPS on concrete base. 1. Install dowel rods to connect concrete base to concrete floor. Unless otherwise indicated, install dowel rods on 18-inch centers around the full perimeter of concrete base. 2. For supported equipment,install epoxy-coated anchor bolts that extend through concrete base and anchor into structural concrete floor. 3. Place and secure anchorage devices. Use setting drawings,templates, diagrams, instructions,and directions furnished with items to be embedded. 4. Install anchor bolts to elevations required for proper attachment to supported equipment. B. Maintain minimum clearances and workspace at equipment according to manufacturer's written instructions and NFPA 70. C. Connections: Interconnect system components. Make connections to supply and load circuits according to manufacturer's wiring diagrams unless otherwise indicated. 3.3 GROUNDING A. Separately Derived Systems: If not part of a listed power supply for a data-processing room, comply with NFPA 70 requirements for connecting to grounding electrodes and for bonding to metallic piping near isolation transformer. 3.4 IDENTIFICATION A. Identify components and wiring according to Section 260553 "Identification for Electrical Systems." 1. Identify each battery cell individually. . . Tenant Improvements A/E Commission No.2010.102 Clear Channel Communications STATIC UNINTERRUPTIBLE POWER SUPPLY Portland,Oregon 263353-12 3.5 BATTERY EQUALIZATION A. Equalize charging of battery cells according to manufacturer's written instructions. Record individual-cell voltages. 3.6 FIELD QUALITY CONTROL A. Manufacturer's Field Service: Engage a factory-authorized service representative to inspect, test,and adjust components,assemblies,and equipment installations, including connections. B. Tests and Inspections: 1. Comply with manufacturer's written instructions. 2. Inspect interiors of enclosures,including the following: a. Integrity of mechanical and electrical connections. b. Component type and labeling verification. c. Ratings of installed components. 3. Inspect batteries and chargers according to requirements in NETA Acceptance Testing Specifications. 4. Test manual and automatic operational features and system protective and alarm functions. 5. Load the system using a variable-load bank to simulate kilovolt amperes,kilowatts, and power factor of loads for unit's rating. Use instruments calibrated within the previous six months according to NIST standards. a. Simulate malfunctions to verify protective device operation. b. Test duration of supply on emergency, low-battery voltage shutdown, and transfers and restoration due to normal source failure. c. Test harmonic content of input and output current less than 25, 50,and 100 percent of rated loads. d. Test output voltage under specified transient-load conditions. e. Test efficiency at 50, 75, and 100 percent of rated loads. f. Test remote status and alarm panel functions. g. Test battery-monitoring system functions. C. Seismic-restraint tests and inspections shall include the following: 1. Inspect type,size,quantity,arrangement,and proper installation of mounting or anchorage devices. D. The UPS system will be considered defective if it does not pass tests and inspections. E. Record of Tests and Inspections: Maintain and submit documentation of tests and inspections, including references to manufacturers'written instructions and other test and inspection criteria. Include results of tests, inspections,and retests. F. Prepare test and inspection reports. . • Tenant Improvements A/E Commission No. 2010.102 Clear Channel Communications STATIC UNINTERRUPTIBLE POWER SUPPLY Portland,Oregon 263353-13 3.7 DEMONSTRATION A. Engage a factory-authorized service representative to train Owner's maintenance personnel to adjust,operate,and maintain the UPS. END OF SECTION 263353 Tenant Improvements A/E Commission No. 2010.102 Clear Channel Communications TRANSFER SWITCHES Portland,Oregon 263600-1 SECTION 263600 - TRANSFER SWITCHES PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections,apply to this Section. 1.2 SUMMARY A. Furnish and install automatic transfer& bypass-isolation switch(ATS/BPS)system(s)with number of poles, amperage,voltage, withstand and close-on ratings as shown on the plans. Each automatic transfer shall consist of an inherently double throw power transfer switch mechanism and a microprocessor controller to provide automatic operation. All automatic transfer&bypass-isolation switches and controllers shall be the products of the same manufacturer. B. This Section includes transfer switches rated 600 V and less, including the following: 1. Automatic transfer switches. 2. Bypass/isolation switches. 3. Remote annunciation systems. 1.3 ACTION SUBMITTALS A. Product Data: For each type of product indicated. Include rated capacities, weights,operating characteristics, furnished specialties,and accessories. B. Shop Drawings: Dimensioned plans,elevations, sections, and details showing minimum clearances, conductor entry provisions, gutter space, installed features and devices,and material lists for each switch specified. 1. Single-Line Diagram: Show connections between transfer switch, bypass/isolation switch, power sources,and load; and show interlocking provisions for each combined transfer switch and bypass/isolation switch. 1.4 CLOSEOUT SUBMITTALS A. Operation and Maintenance Data: For each type of product to include in emergency, operation, and maintenance manuals. In addition to items specified in Section 017823 "Operation and Maintenance Data," include the following: 1. Features and operating sequences, both automatic and manual. 2. List of all factory settings of relays; provide relay-setting and calibration instructions, including software,where applicable. . • Tenant Improvements A/E Commission No. 2010.102 Clear Channel Communications TRANSFER SWITCHES Portland,Oregon 263600-2 1.5 QUALITY ASSURANCE A. Manufacturer Qualifications: Maintain a service center capable of providing training, parts, and emergency maintenance repairs within a response period of less than eight hours from time of notification. B. Source Limitations: Obtain automatic transfer switches, bypass/isolation switches, and remote annunciatorsthrough one source from a single manufacturer. C. Electrical Components, Devices,and Accessories: Listed and labeled as defined in NFPA 70, Article 100, by a testing agency acceptable to authorities having jurisdiction, and marked for intended use. D. Comply with NEMA ICS 1. E. Comply with NFPA 70. F. Comply with NFPA 110. G. Comply with UL 1008 unless requirements of these Specifications are stricter. 1.6 PROJECT CONDITIONS A. Interruption of Existing Electrical Service: Do not interrupt electrical service to facilities occupied by Owner or others unless permitted under the following conditions and then only after arranging to provide temporary electrical service: 1. Notify Construction Manager no fewer than two days in advance of proposed interruption of electrical service. 2. Do not proceed with interruption of electrical service without Construction Manager's written permission. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: a. Emerson; ASCO Power Technologies, LP. 7000 Series. b. Onan/Cummins Power Generation; Industrial Business Group. 2.2 GENERAL TRANSFER-SWITCH PRODUCT REQUIREMENTS A. Indicated Current Ratings: Apply as defined in UL 1008 for continuous loading and total system transfer, including tungsten filament lamp loads not exceeding 30 percent of switch ampere rating, unless otherwise indicated. r • Tenant Improvements A/E Commission No. 2010.102 Clear Channel Communications TRANSFER SWITCHES Portland,Oregon 263600-3 B. Tested Fault-Current Closing and Withstand Ratings: Adequate for duty imposed by protective devices at installation locations in Project under the fault conditions indicated,based on testing according to UL 1008. 1. Where transfer switch includes internal fault-current protection,rating of switch and trip unit combination shall exceed indicated fault-current value at installation location. C. Solid-State Controls: Repetitive accuracy of all settings shall be plus or minus 2 percent or better over an operating temperature range of minus 20 to plus 70 deg C. D. Resistance to Damage by Voltage Transients: Components shall meet or exceed voltage-surge withstand capability requirements when tested according to IEEE C62.41. Components shall meet or exceed voltage-impulse withstand test of NEMA ICS 1. E. Electrical Operation: Accomplish by a nonfused,momentarily energized solenoid,mechanically and electrically interlocked in both directions. F. Switch Characteristics: Designed for continuous-duty repetitive transfer of full-rated current between active power sources. 1. Limitation: Switches using molded-case switches or circuit breakers or insulated-case circuit-breaker components are not acceptable. 2. Switch Action: Double throw;electrically operated and mechanically held in both directions. The switch shall be mechanically interlocked to ensure only two possible positions,normal or emergency. 3. Contacts: Silver composition or silver alloy for load-current switching. Conventional automatic transfer-switch units,rated 225 A and higher, shall have separate arcing contacts. Switches rated 800 A and above shall have segmented,blow-on construction for high withstand and close-on capability. G. Neutral Terminal: Solid and fully rated, unless otherwise indicated. 1. Where neutral conductors must be switched as shown on the plans,the switch shall be provided with fully rated overlapping neutral transfer contacts. The neutrals of the normal and emergency power sources shall be connected together only during the transfer and retransfer operation and remain connected together until power source contacts close on the source to which the transfer is being made. The overlapping neutral contacts shall not overlap for a period greater than 100 milliseconds. Neutral switching contacts which do not overlap are not acceptable. 2. Where neutral conductors are to be solidly connected as shown on the plans,a neutral conductor plate with fully rated AL-CU pressure connectors shall be provided. H. Retain paragraph below if required for heavy nonlinear loads. This requirement may result in some suppliers'oversizing certain switches to provide an oversize neutral. Coordinate with Drawings. I. Oversize Neutral: Ampacity and switch rating of neutral path through units indicated for oversize neutral shall be double the nominal rating of circuit in which switch is installed. J. Annunciation,Control,and Programming Interface Components: Devices at transfer switches for communicating with remote programming devices, annunciators,or annunciator and control panels shall have communication capability matched with remote device. • Tenant Improvements A/E Commission No. 2010.102 Clear Channel Communications TRANSFER SWITCHES Portland, Oregon 263600-4 K. Factory Wiring: Train and bundle factory wiring and label, consistent with Shop Drawings, either by color-code or by numbered or lettered wire and cable tape markers at terminations. Color-coding and wire and cable tape markers are specified in Section 260553 "Identification for Electrical Systems." 1. Designated Terminals: Pressure type, suitable for types and sizes of field wiring indicated. 2. Power-Terminal Arrangement and Field-Wiring Space: Suitable for top, side, or bottom entrance of feeder conductors as indicated. 3. Control Wiring: Equipped with lugs suitable for connection to terminal strips. L. Enclosures: General-purpose NEMA 250, Type 1, complying with NEMA ICS 6 and UL 508, unless otherwise indicated. M. All standard and optional door-mounted switches and pilot lights shall be 16-mm industrial grade type or equivalent for easy viewing& replacement. Door controls shall be provided on a separate removable plate, which can be supplied loose for open type units. 2.3 AUTOMATIC TRANSFER SWITCHES A. Comply with Level 1 equipment according to NFPA 110. B. Switching Arrangement: Double-throw type, incapable of pauses or intermediate position stops during normal functioning, unless otherwise indicated. C. Manual Switch Operation: Under load, with door closed and with either or both sources energized. Transfer time is same as for electrical operation. Control circuit automatically disconnects from electrical operator during manual operation. D. Digital Communication Interface: Matched to capability of remote annunciator or annunciator and control panel. E. Automatic Transfer-Switch Features: 1. Undervoltage,Overvoltage, Underfrequency, Overfrequency, Voltage Unbalance sensing for Each Phase of Normal and Emergency Sources: Sense low phase-to-ground voltage on each phase. Pickup voltage shall be adjustable from 85 to 100 percent of nominal, and dropout voltage is adjustable from 75 to 98 percent of pickup value. Factory set for pickup at 90 percent and dropout at 85 percent. 2. Adjustable Time Delay: For override of normal-source voltage sensing to delay transfer and engine start signals. Adjustable from zero to six seconds, and factory set for one second. 3. Voltage/Frequency Lockout Relay: Prevent premature transfer to generator. Pickup voltage shall be adjustable from 85 to 100 percent of nominal. Factory set for pickup at 90 percent. Pickup frequency shall be adjustable from 90 to 100 percent of nominal. Factory set for pickup at 95 percent. 4. Time Delay for Retransfer to Normal Source: Adjustable from 0 to 60 minutes,and factory set for 10 minutes to automatically defeat delay on loss of voltage or sustained undervoltage of emergency source, provided normal supply has been restored. 5. Test Switch: Simulate normal-source failure. 6. Switch-Position Pilot Lights: Indicate source to which load is connected. 7. Source-Available Indicating Lights: Supervise sources via transfer-switch normal-and emergency-source sensing circuits. • M Tenant Improvements A/E Commission No. 2010.102 Clear Channel Communications TRANSFER SWITCHES Portland,Oregon 263600-5 a. Normal Power Supervision: Green light with nameplate engraved "Normal Source Available." b. Emergency Power Supervision: Red light with nameplate engraved "Emergency Source Available." 8. Unassigned Auxiliary Contacts: Two normally open, single-pole,double-throw contacts for each switch position,rated 10 A at 240-V ac. 9. Transfer Override Switch: Overrides automatic retransfer control so automatic transfer switch will remain connected to emergency power source regardless of condition of normal source. Pilot light indicates override status. 10. Engine Starting Contacts: One isolated and normally closed,and one isolated and normally open;rated 10 A at 32-V dc minimum. 11. Engine Shutdown Contacts: Instantaneous; shall initiate shutdown sequence at remote engine-generator controls after retransfer of load to normal source. 12. Engine Shutdown Contacts: Time delay adjustable from zero to five minutes,and factory set for five minutes. Contacts shall initiate shutdown at remote engine-generator controls after retransfer of load to normal source. 13. Engine-Generator Exerciser: Solid-state,programmable-time switch starts engine generator and transfers load to it from normal source for a preset time,then retransfers and shuts down engine after a preset cool-down period. Initiates exercise cycle at preset intervals adjustable from 7 to 30 days. Running periods are adjustable from 10 to 30 minutes. Factory settings are for 7-day exercise cycle,20-minute running period,and 5-minute cool-down period. Exerciser features include the following: a. Exerciser Transfer Selector Switch: Permits selection of exercise with and without load transfer. b. Push-button programming control with digital display of settings. c. Integral battery operation of time switch when normal control power is not available. 2.4 BYPASS/ISOLATION SWITCHES A. Comply with requirements for Level 1 equipment according to NFPA 110. B. Description: Manual type,two-way,arranged to select and connect either source of power directly to load, isolating transfer switch from load and from both power sources. Include the following features for each combined automatic transfer switch and bypass/isolation switch: 1. Means to lock bypass/isolation switch in the position that isolates transfer switch with an arrangement that permits complete electrical testing of transfer switch while isolated. While isolated, interlocks prevent transfer-switch operation,except for testing or maintenance. 2. Power interconnections shall be silver-plated copper bus bar. The only field installed power connections shall be at the service and load terminals of the bypass-isolation switch. All control interwiring shall be provided with disconnect plugs. 3. Separate bypass and isolation handles shall be utilized to provide clear distinction between the functions. Handles shall be permanently affixed and operable without opening the enclosure door. Designs requiring insertion of loose operating handles or opening of the enclosure door to operate are not acceptable. 4. Bypass to the load-carrying source shall be accomplished with no interruption of power to the load(make before break contacts). Designs which disconnect the load when bypassing are not acceptable. The bypass handle shall have three operating modes: "Bypass to Normal," • Tenant Improvements A/E Commission No. 2010.102 Clear Channel Communications TRANSFER SWITCHES Portland,Oregon 263600-6 "Automatic,"and "Bypass to Emergency." The operating speed of the bypass contacts shall be the same as the associated transfer switch and shall be independent of the speed at which the manual handle is operated. In the "Automatic" mode,the bypass contacts shall be out of the power circuit so that they will not be subjected to fault currents to which the system may be subjected. 5. The isolation handle shall provide three operating modes: "Closed," "Test,"and "Open."The "Test" mode shall permit testing of the entire emergency power system, including the automatic transfer switches with no interruption of power to the load. The "Open"mode shall completely isolate the automatic transfer switch from all source and load power conductors. When in the "Open"mode, it shall be possible to completely withdraw the automatic transfer switch for inspection or maintenance to conform to code requirements without removal of power conductors or the use of any tools. 6. When the isolation switch is in the"Test"or"Open" mode,the bypass switch shall function as a manual transfer switch. 7. Drawout Arrangement for Transfer Switch: Provide physical separation from live parts and accessibility for testing and maintenance operations. 8. Bypass/Isolation Switch Current, Voltage,Closing,and Short-Circuit Withstand Ratings: Equal to or greater than those of associated automatic transfer switch,and with same phase arrangement and number of poles. 9. Contact temperatures of bypass/isolation switches shall not exceed those of automatic transfer-switch contacts when they are carrying rated load. 10. Operability: Constructed so load bypass and transfer-switch isolation can be performed by 1 person in no more than 2 operations in 15 seconds or less. 11. Legend: Manufacturer's standard legend for control labels and instruction signs shall describe operating instructions. 12. Maintainability: Fabricate to allow convenient removal of major components from front without removing other parts or main power conductors. C. Interconnection of Bypass/Isolation Switches with Automatic Transfer Switches: Factory-installed copper bus bars;plated at connection points and braced for the indicated available short-circuit current. 2.5 MICROPROCESSOR CONTROLLER A. The controller's sensing and logic shall be provided by a single built-in microprocessor for maximum reliability,minimum maintenance,and the ability to communicate serially through an optional serial communication module. B. A single controller shall provide twelve selectable nominal voltages for maximum application flexibility and minimal spare part requirements. Voltage sensing shall be true RMS type and shall be accurate to E 1%of nominal voltage. Frequency sensing shall be accurate to - 0.2%. The panel shall be capable of operating over a temperature range of-20 to+60 degrees C and storage from-55 to +85 degrees C. C. The controller shall be connected to the transfer switch by an interconnecting wiring harness. The harness shall include a keyed disconnect plug to enable the controller to be disconnected from the transfer switch for routine maintenance. Sensing and control logic shall be provided on multi-layer printed circuit boards. Interfacing relays shall be industrial grade plug-in type with dust covers. The panel shall be enclosed with a protective cover and be mounted separately from the transfer switch unit for safety and ease of maintenance.The protective cover shall include a built-in pocket for storage of the operator's manuals. • Tenant Improvements A/E Commission No. 2010.102 Clear Channel Communications TRANSFER SWITCHES Portland,Oregon 263600-7 D. All customer connections shall be wired to a common terminal block to simplify field-wiring connections. E. The controller shall meet or exceed the requirements for Electromagnetic Compatibility(EMC)as follows: 1. EN 55011:1991 Emission standard-Group 1,Class A 2. EN 50082-2:1995 Generic immunity standard,from which: 3. EN 61000-4-2:1995 Electrostatic discharge(ESD)immunity 4. ENV 50140:1993 Radiated Electro-Magnetic field immunity 5. EN 61000-4-4:1995 Electrical fast transient(EFT)immunity 6. EN 61000-4-5:1995 Surge transient immunity 7. EN 61000-4-6:1996 Conducted Radio-Frequency field immunity 2.6 REMOTE ANNUNCIATOR SYSTEM A. Functional Description: Remote annunciator panel shall annunciate conditions for indicated transfer switches. Annunciation shall include the following: 1. Sources available,as defined by actual pickup and dropout settings of transfer-switch controls. 2. Switch position. 3. Switch in test mode. 4. Failure of communication link. B. Annunciator Panel: LED-lamp type with audible signal and silencing switch. 1. Indicating Lights: Grouped for each transfer switch monitored. 2. Label each group, indicating transfer switch it monitors, location of switch,and identity of load it serves. 3. Mounting: Flush,modular, steel cabinet, unless otherwise indicated. 4. Lamp Test: Push-to-test or lamp-test switch on front panel. PART 3 - EXECUTION 3.1 INSTALLATION A. Design each fastener and support to carry load indicated by seismic requirements and according to seismic-restraint details. See Section 260548 "Vibration and Seismic Controls for Electrical Systems." B. Annunciator and Control Panel Mounting: Flush in wall,unless otherwise indicated. C. Identify components according to Section 260553 "Identification for Electrical Systems." D. Set field-adjustable intervals and delays,relays,and engine exerciser clock. a Tenant Improvements A/E Commission No. 2010.102 Clear Channel Communications TRANSFER SWITCHES Portland,Oregon 263600-8 3.2 CONNECTIONS A. Wiring to Remote Components: Match type and number of cables and conductors to control and communication requirements of transfer switches as recommended by manufacturer. Increase raceway sizes at no additional cost to Owner if necessary to accommodate required wiring. B. Ground equipment according to Section 260526 "Grounding and Bonding for Electrical Systems." C. Connect wiring according to Section 260519 "Low-Voltage Electrical Power Conductors and Cables." 3.3 FIELD QUALITY CONTROL A. Manufacturer's Field Service: Engage a factory-authorized service representative to inspect,test, and adjust components,assemblies,and equipment installations, including connections. Report results in writing. B. Perform tests and inspections and prepare test reports. 1. After energizing circuits,demonstrate interlocking sequence and operational function for each switch at least three times. a. Simulate loss of phase-to-ground voltage for each phase of normal source. C. Coordinate tests with tests of generator and run them concurrently. D. Report results of tests and inspections in writing. Record adjustable relay settings and measured insulation and contact resistances and time delays. Attach a label or tag to each tested component indicating satisfactory completion of tests. E. Remove and replace malfunctioning units and retest as specified above. 3.4 DEMONSTRATION A. Engage a factory-authorized service representative to train Owner's maintenance personnel to adjust, operate, and maintain transfer switches and related equipment as specified below. Refer to Section 017900 "Demonstration and Training." B. Coordinate this training with that for generator equipment. END OF SECTION 263600 l&Gioe,70101- Or1907/ 13333 RECE\ JAN 2620 12 [smart design)' CITY OF TIGA�D Iey BUILDING DIVISION STRUCTURAL CALCULATIONS FOR CLEAR CHANNEL - PORTLAND TENANT IMPROVEMENTS 13333 SW 68TH Parkway Portland, OR 97223 Luckett & Farley Commission No. 2010.102.00 $ PROp OFFICE COPY 4. EFL 1 `�' 74M k _OREGON.. ". MAS' I EXPIRES: E2 1.5 it I. January 20th, 2012 • ♦ smart design . ., .'ett rie Scope of Work: 1) Evaluation of floor framing for new equipment location 2) Equipment Anchorage a. UPS b. Battery c. Transformer d. Server Rack 3) Design Summary 4) Seismic Design Category 5) Calculations • LwT- 6_0n) . I Design Summary - Weight E q ui p ment H (in) L W (in) Vu/On Tu/ n Anchors 4) L3x3x3/8 w/ 1) 1/2" 0 A307 bolts w/3"embedment Uninterruptible Power Supply 880 80.6 33 28 0.065 0.88 in Hilti HIT-HY 150 MAX-SD Adhesive 4) L3x3x3/8 w/1) 1/2" 0 A307 bolts w/3" embedment Battery System 3071 79 30 40 0.073 0.884 in Hilti HIT-HY 150 MAX-SD Adhesive 4) L3x3x3/8 w/1) 1/2" 0 A307 bolts w/3" embedment Transformer 1119 80.6 33 36 0.043 0.747 in Hilti HIT-HY 150 MAX-SD Adhesive 4) 1/2" 0 A307 bolts w/3" embedment in Hilti HIT-HY Server Rack 1901 82.9 38 23 0.134 0.936 150 MAX-SD Adhesive ro 0 01 . !� ' Eck � rle Comm.No. 20 ICS• ID 2 «::...��..11 ��r \\\ lL.ttt,,, 111 Date / —// Page No. Prepared by SE,SIv11C AD'a .ESS : 13333 SW u& -n-k -Pk v1/4N POi .T A N Q) , C. R. 9122,3 �� cocRDINArES 1-15° z5" 3" .16." N , 12ZJ�5'�.3 1-15.42.59 ) 122 . 7520 _ O .91 l SI = 0 . 359 ( SI-TE CLASS 1) ASSUME b �a= 1 . 121 Fv 1 .122 SMS SNIT = I": S1 121 (0 .` 24.1) a I 7122(0,33q) S s s -. % (Sw z/3 /3 (0. 5 8 44 ) --- 0 :108 - 0, 389 v-ko;,, TABLE It.(j SzisM1C., D S-W. ) b SutSM■G 1�CS1GN - D CA 'E.0,iUm cR i EG0R`( S�tsl�lC OEStC9N CATEC oR.`( Pg . 2 of 5 ,- a " Ar, WSJ I lilt •••••••'.....1.%t.... -.I tr,„)\,,,,1 . Lucketta.rley Comm.No 20 I D. (OL Date 1 /5M-- Page No. I 4 Prepared by A E NA ExiS-T)Nc STRUCTURE CIA Et k. ''' ■ ••D'a • .-----------.----------- ----"-- r , , ckt . -r7-1 .i 1 7-58 7Y- ...........................„......„....„..,,':. Ao .t., ,...... . , -! J-too • _../ . t \ -%'\-\-- •t:1 6.! S-$ QC) 0 \ A No \-) A It Ot'C' \ -.---7-;7--- 1) tt le —.._...-.....—„7„,■_4;___ \ a I .., ., "..j_—, ■ N% \ ■110 . • •.. . 2 t - , Pq . 3 of 5 Lucke rley Comm.No. 2.oI 1/)2, Date I f 12- Page No. Prepared by AL:Z. \ LAI3S) SEAMS 01S-T'S = \O CEDING r MEc4-1 , �I,.G:C. EGNer PSr BAT-VERY 'YS.--:M 3,07 K 3-7D PSF (4-10 " k 30") 7-1 ANSFv1:?.MaR 1 , 119K = 1HD psF -3cx33„ ocfcES = ?O P%'" BRoADaA Z-f, c S-rua up = too Ps Pa . 4 of 5 LuckettFërey Comm.No. .20/0, /1 2. Date 1/112. Page No. Prepared by A AA -301 - .6 F a b 7 IN) .8 0g.stY211�►) A sf (8-°/2) � ?l o „, s(t ,�1 tN2-)C`0.o 1 (2`F <n+ Z - 4/i5, 2' b wd = 5,-) 1 (22., N)(241114 --:: 57.8 T_ 4-1 'Iz" ReAnF. = -45 U 11 "OC, `('li r EMI 3I ►���� � C U �s� = IN 85( N)(2 t1.J) \\A - 31 tN2-0211t)(uO Kst ( 2.2a 4°"//z) & c K-H\l = 2 PT., b d " 24 ' )(z ) ./C2 K 13- 3D 4) Mil I8 k-5T(A) , 37(1).0K-R-- � V : 5-7.8 k ��15' 3.)¢ K S-► Mn= 3.0 K-FT(,q) -' 0.e8 k-r--� a.aa. Pg . 5 of 5' . Luckett&FàrIey20f�.X02. Comm.No. �� Date __1�j�/7— Page No. q V `i Prepared by Ile 1 EA'\ curd-- c)25 " /Fi" 385 43/F r ,,, \I _..._. ,_ ,___4____ _..N1 ________, \-T-7 L: 11 35 P1_F � � LL= 335a1�LF Mu-:-- 3-Lib.u) k-FT ( Mn = 37L0 .a K-- -r I vu= L1) 9 , a k . CPV - 143/ 1 K N. cl. - check u4 <at-► fcups v @(d - 24 ro) e 5x.81 k (Woo,* new unIA. looc6 B\-\rruLes : S-= it" f5.._ Av c/s , 2coiNn(uoKS)(241 4.3)4tNI = a8.8l‘ 707 z 43. K + ,--15(a8.8 k) = C, .p I< Y ® (d : z 1 � 51(.01 4 0 VTO . Ok J - eGY ADC\ S Pg. 6 of 57 - 1- uckettcszrariev Comm.No. 2-0/.0,/OZ. - / Page No. ..----i- Prepared by FLOOR Si._.A , a\-\Ec., „ 1._ \'1 ... 4‘!° . DL=" DO PLF u1/4) ' Is 2(t-1) )t"0 1,U(100) =220 1 7 Li_"7- 100 pl.5- )( )r 1014 ego Mb - ."fgg01,FT(4)2.4. 11(5,-2)(42.) -___. , Ef Y li Z)___ 12. l',2 •492. ")- I RA tRa .033, + OS -S23 4 • 01U-1 0, 933 14-F7 .. , (,101.2 (24) .L ''''' ,- - --• FEMB :- . IT_ : 0, 2933 # 0, 212.0 -1 4 0, 244J07 0, 753 v.-FT ----- YivIA-.733 K-FT R (4,1) RI?) i 1..5000 . i ° Z.F. j. 0 z L5OU -1.164 -.88 -.404 +RA S\opt.' . (902 -1- 1.022 _ 0, 81.2. --PT-- - (4 -= nn x, -Lb b --omizx + 1.02.2. \,) (.A ': W5OU,14 4. (t)q -7. 2. ,Z-2. 1 I .' ' \00 Pg . 7 of 5' smart design Project: Clear Channel - Portland By: AEM Sheet No.: 1 LucKett& rlev Location: Portland, OR Date: 1/9/2012 _ jj'' Client: Clear Channel Job No.: 2010.102 . _ EQUIPMENT ANCHORAGE Floor Mounted with Unsymmetrical or Rectangular Multiple Bolt Group Pattern (ASCE 7-05). Equipment Description = Uninterruptible Power Supply Base = Static i Wp=weight of equipment = 880 lb / = overall length = 33 in z= 40 ft G w =overall width = 28 in hr= 50 ft p e. h h = height of C.G. above base = 53.73 in �{ Center of Mass Location 1-_-cGx I e CG„= dist. in x-dir from Origin 13 in C.G.• er CGy=dist. in y-dir from Origin = 18 in 1 n =#of anchors = 4 ® C.R m =#of bolts @ each anchor = 1 Seismic Accelerations ap =amplification factor = 1 Ip= Imp. Factor= 1 CG), Rp= response factor = 1.5 Sos=spectral acceleration = 0.708 — V.@ X Fh =ASCE 7-05:13.3-1,13.2-2,13.3-3 = 432 lb =0.491 Wp STRENGTH (0,0) • F„= vertical force= 0.2So5Wp = 125 lb DESIGN Bolt Group Properties w xbar= x-dist. of C.R.from Origin = 14.00 in Aar=y-dist. of C.R.from Origin = 16.5 in PLAN AT BASE ex= x-eccen. of C.G.from C.R. = 1.00 in ey=y-eccen. of C.G.from C.R. = 1.50 in BOLT LOCATIONS (up to 20 anchors) Ix = Sum (dx2) = 1089 in2 ly = Sum (dy;2) = 961 in` # X Y dx dy dz 'polar= Ix+ I = 2050 in2 1 -1.50 0.00 240.3 272.25 512.5 z 2 29.50 0.00 240.3 272.25 512.5 3 29.50 33.00 240.3 272.25 512.5 4 -1.50 33.00 240.3 272.25 512.5 5 Fv 6 7 Fh CAI. 8 9 ________0. , 10 11 12 13 Ir 14 W 15 16 17 V V 18 19 T T 20 FRONT ELEVATION Pg . 8 of 5' Project: Clear Channel - Portland By: AEM Sheet No.: 2 Location: Portland, OR Date: 1/12/2012 Client: Clear Channel Job No.: 2010.102 Equipment:_Uninterruptible Power Supply Bolt Forces Note:Negative sign means force is in compression. Tensfon(i)_[M;dy/Ix+Mrdx/ly(0.9W-Fv)/(n'm)] Mx= Fh*sine*h+(0.9W-Fv)*ey 1 My= Ft,*cos0rh+(0.9W-Fv)*ex # 0__max Mx*dy/Ix My*dx/ly (0.9W-Fv)/n*m Tension Search 0_max from 0°to 359°to get 1 43.0 -234.8 -273.8 166.8 341.7 maximum Tension(i) at each A.B. 2 137.0 -234.8 -273.8 166.8 341.7 3 223.0 -244.9 -273.8 166.8 351.9 4 317.0 -244.9 -273.8 166.8 351.9 Notes for Tension Calculations Below: (1)Use Tmax for Connection of Angle to Equipment at Vertical Angle Leg(i.e.Screws) (2)Use Tmax"EF for Connection of Angle to Base at Horizontal Angle Leg(i.e.Hilti HIT-HY 150-MAX SD) (3)Eccentricity factor(EF)arises from indirect connection This connection is: [single angle v Tension (1)Tmax°MAX(Tension(i)) = 352 lb/bolt Base Connx Eccentricity Factor(EF) = 4.0 (2)T„,a;EF = 1407 lb/bolt . Shear MP = Fh(sin0*ex+ cos0*ey) # 0_max Mp*d/[polar Fh/(n*m) V V(i) = IMp*d/Ipoiar+ Fh/(n*m) 1 0.0 2.4 108.0 110.4 Vmax= Maximum(V(i)) = 110 lb/bolt 2 0.0 2.4 108.0 110.4 Search 0_max from 0°to 359°to get max V(i) at each A.B. 3 0.0 2.4 108.0 110.4 4 0.0 2.4 108.0 110.4 Pq . 9 of 5 www.hilti.us PROFIS Anchor 2.2.4 v Company: Luckett&Farley Page: 1 Specifier: Abby Massey Project: Clear Channel-Portland Address: 737 S.Third St.Louisville,KY 40205 Sub-Project I Pos.No.: 2010.102 Phone I Fax: 502-585-4181 I- Date: 1/11/2012 E-Mail: Amassey @luckett-farley.com Specifier's comments: UPS Anchor Design 1. Input data Anchor type and diameter: HIT-HY 150 MAX-SD+HAS,1/2 Effective embedment depth: h ead=3.000 in.(he„m,=-in.) - Material: 5.8 - ” ° Iya Evaluation Service Report:: ESR 3013 . Issued I Valid: 4/1/2010 1 4/1/2012 Proof: design method ACI 318/AC308 Stand-off installation: e,=0.000 in.(no stand-off);t=0.375 in. Anchor plate: I,x I,x t=3.000 x 3.000 x 0.375 in (Recommended plate thickness: not calculated) Profile no profile Base material: cracked concrete,3000,f:=3000 psi; h=4.500 in.,Temp. short/long:32/32°F Installation: hammer drilled hole,installation condition:dry Reinforcement: tension:condition B,shear:condition B; no supplemental splitting reinforcement present edge reinforcement:none or<No.4 bar Seismic loads(cat.C,D, E,or F): no Geometry[in.]&Loading[lb,in.-lb] Z N W 13 I•-1 00 ___.. Co r t;.' 0 lio_.....„-IP---- x;' -- -- X75 \. ,, rah'a' -- 7 *tit x }; 4' Y. 4. W L- w.�9" `H- y .. :' .mss-_-_ b � , -0,i . uo, - X Pq . 10 of www.hilti.us PROFIS Anchor 2.2.4 Company: Luckett&Farley Page: 2 Specifier: Abby Massey Project: Clear Channel-Portland Address: 737 S.Third St. Louisville,KY 40205 Sub-Project I Pos. No.: 2010.102 Phone I Fax: 502-585-4181 I- Date: 1/11/2012 E-Mail: Amassey @luckett-farley.com 2. Load case/Resulting anchor forces Load case(governing): Anchor reactions[Ib] Tension force:(+Tension,-Compression) Anchor Tension force Shear force Shear force x Shear force y 1 1811 142 142 0 Ty max.concrete compressive strain[1.31: 0.00 max. concrete compressive stress[psi]:0 resulting tension force in(x/y)=(0.000/0.000)[Ib]: 1811 Ten ion resulting compression force in(x/y)=(0/0)[Ib]:0 z 3. Tension load Proof Load Nw[Ib] Capacity On[Ib] Utilization pN[%]=N4,,/4,N" Status Steel Strength* 1811 6689 27 OK Bond Strength** 1811 2337 77 OK Concrete Breakout Strength** 1811 3145 58 OK "anchor having the highest loading **anchor group(anchors in tension) Steel Strength Equations Nsa =ESR value refer to ICC-ES ESR 3013 Nsteel>Nua ACI 318-08 Eq.(D-1) Variables Awry[in.2] fuIa[psi]_ 1 0.14 72500 Calculations Nsa[lb] 10290 Results Nsa[lb] $steel 4 Nsa[lb] _ Nua[Ib] 10290 0.650 6689 1811 Pg . 11 of www.hilti.us PROFIS Anchor 2.2.4 6. It 1 CJ'tnpany Luckett&Farley Page: 3 Specifier: Abby Massey Project: Clear Channel-Portland Address: 737 S.Third St.Louisville,KY 40205 Sub-Project I Pos. No.: 2010.102 Phone I Fax: 502-585-4181 I- Date: 1/11/2012 E-Mail: Amassey @luckett-farley.com Bond Strength Equations 1 Na = (n N Np)l�1ed,Na lllp.Na Nao ICC-ES AC308 Eq. (D-16a) 4)Na 2 N.^. ACI 318-08 Eq.(D-1) ANa =see ICC-ES AC308,Part D.5.3.7 A ^Na0 =Scr,Na ICC-ES AC308 Eq.(D-16c) Scr,Na =20d Tk.uncr 5 3 he1 ICC-ES AC308 Eq.(D-16d) 1450 —S`r'Na Ccr,Na 2 ICC-ES AC308 Eq. (D-16e) gred,Na • 0.7+0.3(CCcr,Na j a=min)5 1.0 ICC-ES AC308 Eq. (D-16m) 1r 0.5 ll/g,Na =11/g,NaO+ 1(s -'-) ' (1 -t'g,Nao),Z 1.0 ICC-ES AC308 Eq. (D-16g) LLL scr,Na � yo Nao =" Vfl' [(Nth-1) • ( Tk,c )15 ]z 1.0 ICC-ES AC308 Eq. (D-16h) Tk,max,c Tk,max,c=nk`d hi ICC-ES AC308 Eq. (D-16i) 1 \ 4,a,,,,,, = (1 + 2e;,, }<_1.0 ICC-ES AC308 Eq. (D-16j) Scr,Na y/p,Na =MAX(Ce,min,Ccr,Na)5 1.0 ICC-ES AC308 Eq.(D-16p) Cac Cae Nao =Tk,c'Kbond' n•d • he1 ICC-ES AC308 Eq.(D-16f) Variables Tk,c,uncr[pSi] danchor[in.] hat[in.] _ _ ca,min[in.] savg[in.] n _ Tk,c[psi] kc 1985 0.500 3.000 3936.969 - 1 763 17 fc[psi] ec1,N[in.] ec2,N[in.] ca,[in.] xbond 3000 0.000 0.000 6.643 1.00 Calculations Scr,Na[In.] Ccr,Na[In.] ANa[In.2] ANa0[in.2] 4Jed.Na..._.._... Tk.max[PSI] 419,Na0 1.1.,g.Na 9.000 4.500 81.00 81.00 1.000 1027 1.000 1.000 ec1,Na 11ec2,Na _-_ 4Ip,Na _ _-- Nao[lb] 1.000 1.000 1.000 3596 Results Na[lb] pbond Na[lb] Nua[lb] 3596 0.650 2337 1811 Pq. 12 of www.hilti.us PROFIS Anchor 2.2.4 Company: Luckett&Farley Page: 4 Specifier: Abby Massey Project: Clear Channel-Portland Address: 737 S.Third St. Louisville,KY 40205 Sub-Project I Pos.No.: 2010.102 Phone I Fax: 502-585-4181 I- Date: 1/11/2012 E-Mail: Amassey @luckett-farley.com Concrete Breakout Strength Equations Ncb = (AN Co ANc)Wed,N lilc,N lllcp,N Nb ACI 318-08 Eq. (D-4) ^ Ncb a N1a ACI 318-08 Eq. (D-1) ANC see ACI 318-08,Part D.5.2.1,Fig.RD.5.2.1(b) ANCO =9 her ACI 318-08 Eq. (D-6) 1 Wec,N = ( +2 eN)s 1.0 ACI 318-08 Eq.(D-9) 3 her/ Wed.N =0.7+0.3 (15ca,mhin)g 1.0 ACI 318-08 Eq. (D-11) er ll/cpN =MAX(Ca,min 1•5her)5 1.0 ACI 318-08 Eq. (D-13) Cac lac Nb =kc x. hef5 ACI 318-08 Eq.(D-7) Variables her[in.] ec1,N[in.] ec2,N[in.] ;Ai,[in.] y1c,N cec[in.] kd X 3.000 0.000 0.000 3936.969 1.000 6.643 17 1 f,[psi] 3000 Calculations ANC[in.2] ANCO[in.2] tilec1,N ---- _ 1pec2,N Wed,N 4'cp,N — Nb[lb] ------ ---- — — 81.00 81.00 1.000 1.000 1.000 1.000 4838 Results Ncb[lb] _ 4concrere +No[Ib] Nua[Ib] 4838 0.650 3145 1811 Pq . 13 of www.hilti.us PROFIS Anchor 2.2.4 • Company: Luckett&Farley Page: 5 Specifier: Abby Massey Project: Clear Channel-Portland Address. 737 S.Third St.Louisville,KY 40205 Sub-Project I Pos. No.: 2010.102 Phone I Fax: 502-585-4181 I- Date: 1/11/2012 E-Mail: Amassey @luckett-farley.com 4. Shear load Proof Load V*,[Ib] Capacity 1Vr,[Ib] Utilization IL[%]=VJ,V* Status Steel Strength* 142 3705 4 OK Steel failure(with lever arm)* N/A N/A N/A N/A Pryout Strength** 142 5034 3 OK Concrete edge failure in N/A N/A N/A N/A direction** *anchor having the highest loading **anchor group(relevant anchors) Steel Strength Equations Vsa =(n 0.6 Ase.v futa) refer to ICC-ES ESR 3013 0 Vitae'z Vua ACI 318-08 Eq.(D-1) Variables Ase.v[in.2] fate[Psi] (n 0.6 Asa,v fate)[lb] 1 0.14 72500 6175 Calculations Via[Ib] 6175 Results Vse[Ib] 4tsteei V,[lb] Vua[Ib] 6175 0.600 3705 142 Pg. 14 of 5 ---ir mitw • ' wv{rw.hiltLus PROFIS Anchor 2.2.4 Company Luckett&Farley Page: 6 Specifier: Abby Massey Project: Clear Channel-Portland Address: 737 S.Third St.Louisville,KY 40205 Sub-Project 1 Pos No.: 2010.102 Phone I Fax 502-585-4181 l- Date: 1/11/2012 E-Ma i l: Amassey@luckett-farley.com Pryout Strength(Bond Strength controls) Equations r `) Vc, =k`p[(ANao/ Wed,Na wp,Na Na0] ACI 318-08 Eq. (D-30) +Vcp 2 V"a ACI 318-08 Eq.(D-1) AN, see ICC-ES AC308,Part D.5.3.7 ANa0 =Scr,Na ICC-ES AC308 Eq.(D-16c) Scr,Na =20 d Tk'"n`r<_3 her ICC-ES AC308 Eq.(D-16d) 1450 —s 2 Ccr,Na — 2 ICC-ES AC308 Eq.(D-16e) yred,Na =0.7+0.3 (Gamin)s 1.0 ICC-ES AC308 Eq.(D-16m) ccr.Na 05 111g,Na =111g,Na0+ [(sue-} • (1 -Wq,Nao))21.0 ICC-ES AC308 Eq.(D-16g) Scr,Na C 15 11/g,Na0 = Nr'r,- [(/- 1) • ( Tk,c ) ];1.0 ICC-ES AC308 Eq.(D-16h) Tk,max,C .I k Jh ICC-ES AC308 Eq.(D-161) ik.max.c=� d et fc 1 1}lec,Na = (1 + 2e,N ) <1.0 ICC-ES AC308 Eq.(D-16j) scr,Na 4Ip,Na =MAX(c c—min,ccr.:a)s 1.0 ICC-ES AC308 Eq.(D-16p) ae ca Na0 =Tk,c Kbond 7C d hef ICC-ES AC308 Eq.(D-16f) Variables kcp Tk,e.uncr[psi] Tke[psi] danchor[in.] hi1[In.] sa,ro[in.] n Ice 2.000 1985 763 0.500 3.000 - . 1 17 _ f (Psi] ea,,N[in.] ec2,N[in.] casein(in.] cac[in.] Kbond 3000 0.000 0.000 3936.969 6.643 1.00 Calculations A Scr.Na(In.] Ccr,Na[in.] AN.[in 2] Akio(in.2] 41ed,N Tk,max[psi] Wg,Na0 W9,Na 9.000 4.500 81.00 81.00 1.000 1027 1.000 1.000 Wect,N 47ec2,N WP Na Na0[lb] - --- 1.000 1.000 1.000 3596 Results V_T[lb] +concrete 4,Vcp[lb] _ Vua[lb] 7192 0.700 5034 142 5. Combined tension and shear loads pi,=N„/4sNa p„=V"/4V. Utilization 13KV[%J Status 0.775 0.038 5/3 66 OK P.= fi + p„<-1 Pg. 15 of _` wvvw.hilti.us PROFIS Anchor 2.2.4 Company: Luckett&Farley Page: 7 Specifier: Abby Massey Project: Clear Channel-Portland Address: 737 S.Third St. Louisville,KY 40205 Sub-Project I Pos. No.: 2010.102 Phone I Fax: 502-585-4181 I- Date: 1/11/2012 E-Mail: Amassey@luckett-farley.com 6. Warnings •Condition A applies when supplementary reinforcement is used.The 4)factor is increased for non-steel Design Strengths except Pullout Strength and Pryout strength. Condition B applies when supplementary reinforcement is not used and for Pullout Strength and Pryout Strength. Refer to ACI 318, Part D.4.4(c). • Design Strengths of adhesive anchor systems are influenced by the cleaning method.Refer to the INSTRUCTIONS FOR USE given in the Evaluation Service Report for cleaning and installation instructions •The present version of the software does not account for adhesive anchor special design provisions corresponding to overhead applications. Refer to the ICC-ES Evaluation Service Report(e.g.section 4.1.1 of the ICC-ESR 2322)for details. •Checking the transfer of loads into the base material and the shear resistance are required in accordance with ACI318 or the relevant standard! •The anchor plate is assumed to be sufficiently stiff in order to be not deformed when subjected to the actions! Fastening meets the design criteria! Pg . 16 of 5 www.hilti.us PROFIS Anchor 2.2.4 Company: Luckett&Farley Page: 8 Specifier: Abby Massey Project: Clear Channel-Portland Address: 737 S.Third St. Louisville,KY 40205 Sub-Project I Pos. No.: 2010.102 Phone I Fax: 502-585-4181 I- Date: 1/11/2012 E-Mail: Amassey @luckett-farley.com 7. Installation data Anchor plate,steel:- Anchor type and diameter:HIT-HY 150 MAX-SD+HAS, 1/2 Profile: no profile Installation torque: 360.001 in.-lb Hole diameter in the fixture:d =0.563 in. Hole diameter in the base material:0.563 in Plate thickness(input):0.375 in. Hole depth in the base material: 3.000 in. Recommended plate thickness: not calculated Minimum thickness of the base material:4.250 in. r y 0 0 o o o o 1 0 0 0 0 O O u"j by 1.5000 1.5000 1.5000 1.5000 Coordinates Anchor[in.] Anchor x y c., c„ c, C. 1 0.000 0.000 - - - - Pg . 17 of 5 iii WNW.nitti.us PROFIS Anchor 2.2.4 Company: Luckett&Farley Page: 9 Specifier: Abby Massey Project: Clear Channel-Portland Address: 737 S.Third St. Louisville,KY 40205 Sub-Project I Pos. No.: 2010.102 Phone I Fax: 502-585-4181 I- Date: 1/11/2012 E-Mail: Amassey©luckett-farley.com 8. Remarks; Your Cooperation Duties •Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles,formulas and security regulations in accordance with Hilti's technical directions and operating,mounting and assembly instructions,etc.,that must be strictly complied with by the user. All figures contained therein are average figures,and therefore use-specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore,you bear the sole responsibility for the absence of errors,the completeness and the relevance of the data to be put in by you Moreover,you bear sole responsibility for having the results of the calculation checked and cleared by an expert,particularly with regard to compliance with applicable norms and permits,prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors,the correctness and the relevance of the results or suitability for a specific application. •You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular,you must arrange for the regular backup of programs and data and,if applicable,carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software,you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences,such as the recovery of lost or damaged data or programs,arising from a culpable breach of duty by you. Pg . 18 of 5 ix ✓ i smart design s, Project: Clear Channel - Portland By: AEM Sheet No.: 1 !I-'�1r<'[ it i .rI A i Location: Portland, OR Date: 1/9/2012 Client: Clear Channel Job No.: 2010.102 EQUIPMENT ANCHORAGE Floor Mounted with Unsymmetrical or Rectangular Multiple Bolt Group Pattern (ASCE 7-05). Equipment Description = Battery System Base = Static I . Wp=weight of equipment = 3071 lb Yck / =overall length = 30 in z= 40 ft IVII0 (I) w = overall width = 40 in h,= 50 ft F n h = height of C.G. above base = 64.00 in ox ►{ Center of Mass Location I a CG,=dist. in x-dir from Origin = 16 in ,C.G. CGy= dist. in y-dir from Origin = 16 in y ® C.R 1 n =#of anchors = 4 m =#of bolts @ each anchor = 1 Seismic Accelerations ap =amplification factor = 1 Ip= Imp. Factor= 1 cGY Rp =response factor = 1.5 Sps = spectral acceleration = 0.708 0 — V W x Fh =ASCE 7-05:13.3-1,13.2-2,13.3-3 = 1,507 lb = 0.491 Wp STRENGTH {0.01 ' F„= vertical force= 0.2SpsWp = 435 lb DESIGN Bolt Group Properties - w _ xba,=x-dist. of C.R.from Origin = 20.00 in Ybar= y-dist. of C.R.from Origin = 15 in PLAN AT BASE ex= x-eccen. of C.G.from C.R. = 4.00 in ey= y-eccen. of C.G.from C.R. = 1.00 in BOLT LOCATIONS (up to 20 anchors) Ix = Sum (dx;2) = 900 in2 ly = Sum (dy,2) = 1849 in2 # X Y dx` dy` d` 'polar= Ix+ ly = 2749 in2 1 -1.50 0.00 462.3 225.00 687.3 z 2 41.50 0.00 462.3 225.00 687.3 3 41.50 30.00 462.3 225.00 687.3 4 -1.50 30.00 462.3 225.00 687.3 5 Fv t 6 7 Fh C.M. 8 ________>. (Q!1,) 9 10 11 12 13 Ii 14 W 15 16 � 17 V V 18 19 T T 20 FR NT ELEVATION Pg . 19 of 5 i r I : Project: Clear Channel - Portland By: AEM Sheet No.: 2 Location: Portland, OR Date: 1/12/2012 _ Client: Clear Channel Job No.: 2010.102 Equipment: Battery System Bolt Forces Note:Negative sign means force is in compression. Tension(i)_[M;dy/Ix+Mydx/I,,-(0.9W-Fv)/(n`m)) i Mx= Fh*sine*h+(0.9W-Fv)*ey My= Fh*cose*h+(0.9W-Fv)*ex ## 8_max Mx*dy/Ix My*dx/ly (0.9W-Fv)/n*m Tension Search 8_max from 0°to 359°to get 1 55.0 -1356.0 -535.1 582.3 1308.9 maximum Tension(i) at each A.B. 2 125.0 -1356.0 -751.8 582.3 1525.5 3 235.0 -1278.4 -751.8 582.3 1447.9 4 305.0 -1278.4 -535.1 582.3 1231.3 Notes for Tension Calculations Below: (1)Use Tmax for Connection of Angle to Equipment at Vertical Angle Leg(i.e.Screws) (2)Use Tmax'EF for Connection of Angle to Base at Horizontal Angle Leg(i.e.Hilti HIT-HY 150-MAX SD) (3)Eccentricity factor(EF)arises from indirect connection This connection is: I single angle V I Tension (1)T„„x=MAX(Tension(i)) = 1526 lb/bolt Base Connx Eccentricity Factor(EF) = M. (2)Tmax EF = 4272 lb/bolt Shear Mp= Fh(sine*ex+cos0*ey) ## 0_max Mp*d/Ipolar Fh/(n*m) V V(i) _ IMp*d/Ipoia+ Fh/(n*m) 1 76.0 59.3 376.9 436.1 Vmax= Maximum(V(i)) = 436 lb/bolt 2 104.0 59.3 376.9 436.1 Search 8_max from 0°to 359°to get max V(i) at each A.B. 3 76.0 59.3 376.9 436.1 4 104.0 59.3 376.9 436.1 Pg . 20 of 5i www.hilti.us PROFIS Anchor 2.2.4 Company: Luckett&Farley Page: 1 Specifier: Abby Massey Project: Clear Channel-Portland Address. 737 S.Third St. Louisville,KY 40205 Sub-Project I Pos. No.: 2010.102 Phone I Fax: 502-585-4181 I- Date: 1/10/2012 E-Mail: Amassey©luckett-farley.com Specifier's comments: Battery Anchor Design 1. Input data Anchor type and diameter: HIT-HY 150 MAX-SD+HAS,1/2 • Nit,,,, , Effective embedment depth: h,,,,=3.000 in.(h _-in.) Rte. Material: 5.8 I > MIL{T1 Evaluation Service Report:: ESR 3013 Issued I Valid: 4/1/2010 1 4/1/2012 Proof: design method ACI 318/AC308 Stand-off installation: e,=0.000 in. (no stand-off);t=0.375 in. Anchor plate: Ix x lY x t=4.000 x 3.000 x 0.375 in. (Recommended plate thickness:not calculated) Profile no profile Base material: cracked concrete,3000, =3000 psi; h=4.500 in.,Temp.short/long:32/32°F Installation: hammer drilled hole,installation condition:dry Reinforcement: tension:condition B,shear:condition B; no supplemental splitting reinforcement present edge reinforcement:none or<No.4 bar Seismic loads(cat.C, D,E,or F): no Geometry [in.]&Loading[Ib,in.-lb] co rp • V.Z 375. • Frs ' • • Pg . 21 of 5, • www.hilti.us PROFIS Anchor 2.2.4 Company: Luckett&Farley Page: 2 Specifier: Abby Massey Project Clear Channel-Portland • Address: 737 S.Third St.Louisville,KY 40205 Sub-Project I Pos.No.: 2010.102 Phone I Fax: 502-585-4181 I- Date: 1/10/2012 E-Mail: Amassey @luckett-farley.com 2. Load case/Resulting anchor forces Load case(governing): Anchor reactions[Ib] Tension force:(+Tension,-Compression) Anchor Tension force Shear force Shear force x Shear force y — - - Y ion 1 2067 269 269 0 Ten max. concrete compressive strain[%a]: 0.00 max.concrete compressive stress[psi]:0 x resulting tension force in(x/y)=(0.000/0.000)[Ib]:2067 resulting compression force in(x/y)=(0/0)[Ib]:0 3. Tension load Proof Load Nw[Ib] Capacity 4 N,[lb] Utilization RN[%]= ■w/4Nn Status Steel Strength* 2067 6689 31 OK Bond Strength** 2067 2337 88 OK Concrete Breakout Strength** 2067 3145 66 OK 'anchor having the highest loading **anchor group(anchors in tension) Steel Strength Equations Nsa =ESR value refer to ICC-ES ESR 3013 Ni stee z Nua ACI 318-08 Eq. (D-1) Variables n Ase,N[in.2] futa[psi] 1 0.14 72500 Calculations Nsa[lb] 10290 Results Nsa[Ib] 4)sleel Nsa[Ib] Nua[lb] 10290 0.650 6689 2067 Pg . 22 of 57 L ' 1 www.hilti.us PROFIS Anchor 2.2.4 Company: Luckett&Farley Page: 3 Specifier: Abby Massey Project: Clear Channel-Portland Address: 737 S.Third St.Louisville, KY 40205 Sub-Project I Pos. No.: 2010.102 Phone I Fax: 502-585-41811- Date: 1/10/2012 E-Mail: Amassey @luckett-farley.com Bond Strength Equations Na = (e a0)wed,Na U1p,Na Nao ICC-ES AC308 Eq.(D-16a) 4,Na 2 Nua ACI 318-08 Eq. (D-1) ANa =see ICC-ES AC308,Part D.5.3.7 A ANa0 =Sr,Na ICC-ES AC308 Eq.(D-16c) Scr,Na =20d Ti 4k,uncr 50 e1 3 h ICC-ES AC308 Eq.(D-16d) _ 2 scr,Na Ccr,Na ICC-ES AC308 Eq.(D-16e) — Wed,Na =0.7+0.3 (Ca=mm)c 1.0 ICC-ES AC308 Eq. (D-16m) Ccr,Na 05 Wg,Na =W9,NaO+ [(S9-} ' (1 -Wg,NaO) '1.0 ICC-ES AC308 Eq. (D-16g) 1111.... Scr,Na 15 yrg,NaO = - P(f-1)• ( ik` \ ]>1.0 ICC-ES AC308 Eq.(D-16h) L \tk,max,cf J tk.m 7 :1 ax,c=k`d Jher'fc ICC-ES AC308 Eq.(D-16i) 1 Wec,Na = (1 + 2eN )5 1.0 ICC-ES AC308 Eq.(D-16j) Scr,Na Wp,Na =MAX(CCac amin,%.,Na)S 1.0 ICC-ES AC308 Eq.(D-16p) Nao =ik,c•Kbond '1< 'd ' he ICC-ES AC308 Eq.(D-16f) Variables f 1 f 1 f 1 f 1 1 7 f 1 tk.C.uner[psi) danchof[in.) hef[in.) Ca,min[in.] sav [in•J n tk,e[PS'] kc 1985 0.500 3.000 3936.969 - 1 763 17 f.c[Psi] e"[in.] eC2,N[in.) ca,[in.] icbond 3000 0.000 0.000 6.643 1.00 Calculations Su,Na[in.) Ccr,Na[in.] AN,Iin.21 ANaO[in.2] lIled,Na tk,max(PS1I yIg,Na0 Yg•Na ___ 9.000 4.500 81.00 81.00 1.000 1027 1.000 1.000 Wect,Na Weo2,Na kVp,Na Nao[lb] 1.000 1.000 1.000 3596 Results Na(lb] 4bond $Na[lb] Nua[lb] 3596 0.650 2337 2067 Pg . 23 of 57 Laa.LL... .ELI e www.hilti.us PROFIS Anchor 2.2.4 Company: Luckett&Farley Page: 4 Specifier: Abby Massey Project: Clear Channel-Portland Address: 737 S.Third St.Louisville,KY 40205 Sub-Project I Pos. No.: 2010.102 Phone I Fax: 502-585-4181 I- Date: 1/10/2012 E-Mail: Amassey @luckett-farley.com Concrete Breakout Strength Equations Ncb = (nNco)llied,N lilc,N l{1cp,N Nb ACI 318-08 Eq. (D-4) 4)Ncb a N„a ACI 318-08 Eq.(D-1) ANC See ACI 318-08,Part D.5.2.1,Fig.RD.5.2.1(b) ANco =9 hit ACI 318-08 Eq.(D-6) 1 Wec,N = (.1 2 eN)s 1.0 ACI 318-08 Eq.(D-9)4.3 her 41ed.N =0.7+0.3 (Ca'r't)s 1.0 ACI 318-08 Eq. (D-11) 1.5het Wcp N =M (Ca_min 1.5hei)5 1.0 ACI 318-08 Eq. (D-13) lac Cae Nb =kc k A his ACI 318-08 Eq. (D-7) Variables he[in.] ec1.N[in.] ec2,N[in.] Ca,min[in.] lyc,N Cac[in.] kc A. 3.000 0.000 0.000 3936.969 1.000 6.643 17 1 ([psi] 3000 Calculations 1 A Nc(in.2] ANco[in.2] !ecl,N 4Iec2,N—._ _.. wed,N Wcp,N Nb[Ib] 81.00 81.00 1.000 1.000 1.000 1.000 4838 Results Nth[Ib] +concrete-- . 4)Nth[Ib] Nua[Ib]-4838 0.650 3145 2067 Pg . 24 of 57 t i „Li r www.hilti.us _ PROFIS Anchor 2.2.4 Company: Luckett&Farley Page: 5 Specifier: Abby Massey Project: Clear Channel-Portland Address: 737 S.Third St.Louisville,KY 40205 Sub-Project I Pos.No: 2010.102 Phone I Fax: 502-585-4181 E- Date: 1/10/2012 E-Mail: Amassey©luckett-farley.com 4. Shear toad Proof Load V,.[Ib] Capacity toV„[Ib] Utilization p„(%]=VAN. Status Steel Strength* 269 3705 7 OK Steel failure(with lever arm)' N/A N/A N/A N/A Pryout Strength** 269 5034 5 OK Concrete edge failure in N/A N/A N/A N/A direction** *anchor having the highest loading **anchor group(relevant anchors) Steel Strength Equations Vs, =(n 0.6 Ase,v futa) refer to ICC-ES ESR 3013 Vstee1 2 Vu, ACI 318-08 Eq. (D-1) Variables n _ A,a.v(in.2] fw[psi] (n 0.6 Any tta)Ilb] 1 0.14 72500 6175 Calculations Vsa(Pb] 6175 Results Vsa[lb] Saw •Via[Ib] Vw[lb] 6175 0.600 3705 269 Pg . 25 of 5" (•aoea._ ®IIlr�anlle I a • s www.hilti.us PROFIS Anchor 2.2.4 Company: Luckett&Farley Page: 6 Specifier: Abby Massey Project: Clear Channel-Portland Address: 737 S.Third St.Louisville,KY 40205 Sub-Project I Pos. No.: 2010.102 Phone I Fax 502-585-4181 I- Date: 1/10/2012 E-Mail: Amassey @luckett-farley.com Pryout Strength(Bond Strength controls) Equations `l/ `/ Vcp —kcp�\AN o/ l4Jed,Na 4I1p,Na Nao] ACI 318-08 Eq.(D-30) q Vcp z V„a ACI 318-08 Eq.(D-1) ANa see ICC-ES AC308,Part D.5.3.7 ANao =Scr,Na ICC-ES AC308 Eq.(D-16c) ScrNa =20 d Tk,uncr 5 3 her ICC-ES AC308 Eq.(D-16d) 1450 S`r Na ccr,Na — 2 ICC-ES AC308 Eq.(D-16e) 41ed,Na =0.7+0.3 (Ciao in)5 1.0 ICC-ES AC308 Eq.(D-16m) Ccr,Na 0.5 41g,Na =l41g,Na0+ [( — -) ' (1 -yWg Nao),Z 1.0 ICC-ES AC308 Eq.(D-16g) Scr,Na 1.5 .1 r ik,c 111g,Na0 =Yr,- ('ln'1) • ( ) ]2 1.0 ICC-ES AC308 Eq.(D-16h) tk,max,c kc ik,max,c=II • d her•f' ICC-ES AC308 Eq.(D-16i) 1 Wec,Na = \1 + 2e,N / 5 1.0 ICC-ES AC308 Eq. (D-16j) ScrNa , 4)p,Na =MAX(Ca-mm Ccr,Na)5 1.0 ICC-ES AC308 Eq. (D-16p) ca, Cac f Nao =1k,c xbond n d hef ICC-ES AC308 Eq. (D-16f) Variables kcp 'rk,c,uncr[psi] tk,c[psi] dancnor[in.] her[in.] savg[in.] n kc 2.000 1985 763 0.500 3.000 - 1 17 fc[Psi/ ed./4[in.] ecz.N[in.] ca.min[in.] ca,[in.] xbond 3000 0.000 0.000 3936.969 6.643 1.00 Calculations ScrNa[in.] ccr,Na[in.] ANa[in.2] ANao[In•21 41ed,N Tk,mex[Psi] Wg,NaO 41g,Na 9.000 4.500 81.00 81,00 1.000 1027 1.000 1.000 41ec1,N 4/ec2,N 1vp,Na Nao[lb] 1.000 1.000 1.000 3596 Results Vcp[Ib] 4/concrete •Vcp[lb] Vua[Ib] 7192 0.700 5034 269 5. Combined tension and shear loads [}N=N jyNn av=Vv/•V, c Utilization (3N„[%] Status 0.884 0.073 - 80 OK 13.v=(ON+ [1v)/1.2<= 1 Pg . 26 of 5% � I 1uiI www.hilti.us PROFIS Anchor 2.2.4 Company: Luckett&Farley Page: 7 Specifier: Abby Massey Project: Clear Channel-Portland Address: 737 S.Third St.Louisville,KY 40205 Sub-Project I Pos. No: 2010.102 Phone I Fax: 502-585-4181 I- Date: 1/10/2012 E-Mail: Amassey @luckett-farley.com 6.Warnings •Condition A applies when supplementary reinforcement is used.The t factor is increased for non-steel Design Strengths except Pullout Strength and Pryout strength. Condition B applies when supplementary reinforcement is not used and for Pullout Strength and Pryout Strength. Refer to ACI 318, Part D.4.4(c). • Design Strengths of adhesive anchor systems are influenced by the cleaning method.Refer to the INSTRUCTIONS FOR USE given in the Evaluation Service Report for cleaning and installation instructions •The present version of the software does not account for adhesive anchor special design provisions corresponding to overhead applications. Refer to the ICC-ES Evaluation Service Report(e.g.section 4.1.1 of the ICC-ESR 2322)for details. •Checking the transfer of loads into the base material and the shear resistance are required in accordance with ACI318 or the relevant standard! •The anchor plate is assumed to be sufficiently stiff in order to be not deformed when subjected to the actions! Fastening meets the design criteria! • Pg . 27 of 57 Lop iI ®- mI www.hiRI.us PROFIS Anchor 2.2.4 Company: Luckett&Farley Page: 8 Specifier: Abby Massey Project: Clear Channel-Portland Address: 737 S.Third St. Louisville,KY 40205 Sub-Project I Pos.No.: 2010.102 Phone I Fax: 502-585-4181 I- Date: 1/10/2012 E-Mail: Amassey @luckett-farley.com 7. Installation data Anchor plate,steel:- Anchor type and diameter:HIT-HY 150 MAX-SD+HAS, 1/2 Profile:no profile Installation torque:360.001 in.-lb Hole diameter in the fixture:d,=0.563 in. Hole diameter in the base material:0.563 in. Plate thickness(input):0.375 in Hole depth in the base material:3.000 in. Recommended plate thickness:not calculated Minimum thickness of the base material:4.250 in. A y 0 0 8 x 1 So 0 E') 2.0000 2.0000 2.0000 2.0000 Coordinates Anchor[in.] Anchor x y c c„ c. c., 1 0.000 0.000 - - - - Pg . 28 of 5 www.hilti.us PROFIS Anchor 2.2.4 Company: Luckett&Farley Page: 9 Specifier: Abby Massey Project: Clear Channel-Portland Address: 737 S.Third St. Louisville,KY 40205 Sub-Project I Pos. No: 2010.102 Phone I Fax: 502-585-4181 I- Date: 1/10/2012 E-Mail: Amassey @luckett-farley.com 8. Remarks; Your Cooperation Duties •Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles,formulas and security regulations in accordance with Hilti's technical directions and operating,mounting and assembly instructions,etc.,that must be strictly complied with by the user. All figures contained therein are average figures,and therefore use-specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore,you bear the sole responsibility for the absence of errors,the completeness and the relevance of the data to be put in by you.Moreover,you bear sole responsibility for having the results of the calculation checked and cleared by an expert,particularly with regard to compliance with applicable norms and permits,prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors,the correctness and the relevance of the results or suitability for a specific application. •You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular,you must arrange for the regular backup of programs and data and,if applicable,carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software,you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences,such as the recovery of lost or damaged data or programs,arising from a culpable breach of duty by you. Pg . 29 of 57 smart design Project: Clear Channel - Portland By: AEM Sheet No.: 1 I uckeft rk./ , Location:t : Clear rnd , OR nnel Job No.:e: 1/9/2012 2010 102 EQUIPMENT ANCHORAGE Floor Mounted with Unsymmetrical or Rectangular Multiple Bolt Group Pattern(ASCE 7-05). Equipment Description = Transformer Cabinet Base = Static Wp=weight of equipment = 1119 lb Y / = overall length = 33 in z= 40 ft 9 w = overall width = 36 in hr= 50 ft h = height of C.G. above base = 53.73 in e, 1 F',, Center of Mass Location e <--$.Gx COx=dist. in x-dir from Origin = 14 in ,C.G. e CGy= dist. in y-dir from Origin = 18 in y n =#of anchors = 4 ® C.A l ® m =#of bolts @ each anchor = 1 Seismic Accelerations ap= amplification factor = 1 Ip= Imp. Factor= 1 CG, Rp= response factor = 1.5 SDS=spectral acceleration = 0.708 ---- v Vp z Fh =ASCE 7-05:13.3-1,13.2-2,13.3-3 = 549 lb = 0.491 Wp STRENGTH (0,0) F„= vertical force= 0.2SDSWp = 158 lb DESIGN Bolt Group Properties 4 w Xbar= x-dist. of C.R.from Origin = 18.00 in A.=y-dist. of C.R.from Origin = 16.5 in PLAN AT BASE ex= x-eccen. of C.G.from C.R. = 4.00 in ey= y-eccen. of C.G.from C.R. = 1.50 in BOLT LOCATIONS(up to 20 anchors) Ix = Sum (dx;2) = 1089 in2 ly = Sum (dy2) = 1521 in # X Y dx` dy` d` 'polar= lx+ ly = 2610 in` 1 -1.50 0.00 380.3 272.25 652.5 z 2 37.50 0.00 380.3 272.25 652.5 3 37.50 33.00 380.3 272.25 652.5 4 -1.50 33.00 380.3 272.25 652.5 5 Fv 6 7 Fh C.M. 8 U h W v V t T 1 T FRONT ELEVATION Pg . 30 of 57 Project: Clear Channel - Portland By: AEM Sheet No.: 2 - Location: Portland, OR Date: 1/12/2012 Client: Clear Channel Job No.: 2010.102 Equipment: Transformer Cabinet Bolt Forces Note:Negative sign means force is in compression. Tension(i)_[M;dy/Ix+My.dx/ly-(0.9W-Fv)/(n'm)] Mx = Fh•sin0*h+(0.9W-Fv)'ey 1 My= Fh*cos0*h+(0.9W-Fv)"ex ## 0_max Mx*dy/I), My*dx/ly (0.9W-Fv)/n*m Tension Search 0_max from 0°to 359°to get 1 50.0 -361.9 -199.7 212.2 349.4 maximum Tension(i) at each A.B. 2 130.0 -361.9 -286.8 212.2 436.5 3 230.0 -323.3 -286.8 212.2 397.9 4 310.0 -323.3 -199.7 212.2 310.8 Notes for Tension Calculations Below: (1)Use Tmax for Connection of Angle to Equipment at Vertical Angle Leg(i.e.Screws) (2)Use Tmax'EF for Connection of Angle to Base at Horizontal Angle Leg(i.e.Hilti HIT-HY 150-MAX SD) (3)Eccentricity factor(EF)arises from indirect connection This connection is: I single angle V 1 Tension (1)T,,,e%=MAX(Tension(i)) = 436 lb/bolt Base Connx Eccentricity Factor(EF) = 4.0 (2)T„�;EF = 1746 lb/bolt Shear Mr, = Fh(sin0'ex+ cos0`ey) ## 0_max Mp`d/Ipolar Fh/(n'm) V V(i) = IMp*d/lpoia+ Fh/(n"m)1 1 110.5 23.0 137.3 160.3 Vmax= Maximum(V(i)) = 160 lb/bolt 2 69.5 23.0 137.3 160.3 Search 0_max from 0°to 359°to get max V(i) at each A.B. 3 110.5 23.0 137.3 160.3 4 69.5 23.0 137.3 160.3 Pg . 31 of 57 Lassuitizia jut www.hilti.us PROFIS Anchor 2.2.4 Company: Luckett&Farley Page: 1 Specifier: Abby Massey Project: Clear Channel-Portland Address: 737 S.Third St. Louisville,KY 40205 Sub-Project I Pos. No: 2010.102 Phone I Fax: 502-585-4181 1- Date: 1/11/2012 E-Mail: Amassey @luckett-farley.com Specifiers comments: Transformer Anchor Design 1. Input data Anchor type and diameter: HIT-HY 150 MAX-SD+HAS,1/2 -"- Effective embedment depth: h.„u=3.000 in.(h,,,,,;,=-in.) ._ Material: 5.8 . ... I . • Evaluation Service Report:: ESR 3013 Issued I Valid: 4/1/2010 1 4/1/2012 Proof: design method ACI 318/AC308 Stand-off installation: e =0.000 in.(no stand-off);t=0.375 in. Anchor plate: I x I x t=3.000 x 3.000 x 0.375 in. (Recommended plate thickness: not calculated) Profile no profile Base material: cracked concrete,3000,f�=3000 psi; h=4.500 in.,Temp. short/long:32/32°F Installation: hammer drilled hole,installation condition:dry Reinforcement: tension:condition B,shear:condition B;no supplemental splitting reinforcement present edge reinforcement:none or<No.4 bar Seismic loads(cat.C,D,E,or F): no Geometry [in.]&Loading[lb,in.-lb] Z PJ (7 ti) CO ---C • crs • X Pg . 32 of 5i www.hilti.us PROFIS Anchor 2.2.4 Company: Luckett&Farley Page. 2 Specifier: Abby Massey Project: Clear Channel-Portland Address: 737 S. Third St. Louisville,KY 40205 Sub-Project I Pos. No.: 2010.102 Phone I Fax: 502-585-4181 I- Date: 1/11/2012 E-Mail Amassey @luckett-farley.com 2. Load case/Resulting anchor forces Load case(governing): Anchor reactions[Ib] Tension force:(+Tension,-Compression) Anchor Tension force Shear force Shear force x Shear force y 1 2039 181 181 0 �Y max.concrete compressive strain[%e]: 0.00 max. concrete compressive stress[psi]:0 resulting tension force in(x/y)=(0.000/0.000)[Ib]:2039 Ten ion resulting compression force in(x/y)=(0/0)[Ib]:0 x 3. Tension load Proof Load Nk,[Ib] Capacity 4N,[Ib] Utilization 13„[%]=Nw/4N„ Status Steel Strength* 2039 6689 30 OK Bond Strength** 2039 2337 87 OK Concrete Breakout Strength** 2039 3145 65 OK *anchor having the highest loading **anchor group(anchors in tension) Steel Strength Equations Nsa =ESR value refer to ICC-ES ESR 3013 Nsteei z Nua ACI 318-08 Eq. (D-1) Variables n AseN[in.2] futa[psi) 1 0.14 72500 Calculations Nsa[Ib] 10290 Results Nsa[lb] 4steei 4 Nsa[Ib] Nua[Ib] 10290 0.650 6689 2039 Pg . 33 of 57 Ler II 1 I www.hilti.us PROFIS Anchor 2.2.4 Company. Luckett&Farley Page. 3 Specifier Abby Massey Project: Clear Channel-Portland Address: 737 S.Third St.Louisville,KY 40205 Sub-Project I Pos No.: 2010.102 Phone I Fax: 502-585-41811- Date: 1/11/2012 E-Mail: Amassey©luckett-farley.com Bond Strength Equations llled,Na ANa N 1i/p,Na N ao ICC-ES AC308 Eq. (0-16a) a - �-ANa0 1 4,Na ?Naa ACI 318-08 Eq.(D-1) ANa =see ICC-ES AC308,Part D.5.3.7 A Na0 =Sr,Na ICC-ES AC308 Eq. (D-16c) scr,Na =20d Tk'e"cr<_3 her ICC-ES AC308 Eq. (D-16d) 1450 Scr,Na Ccr,Na = 2 ICC-ES AC308 Eq. (D-16e) klied,Na =0.7+0.3(Ca''"'")<_ 1.0 ICC-ES AC308 Eq. (D-16m) Ccr,Na 0.5 ll/g,Na =kl/g,NaO+ [(s 72-4-) ' (1 -4.g,Na0)]�1.0 ICC-ES AC308 Eq.(D-16g) Scr,Na �rr � 115 'I/g,Na0 =Vn-[(Yr1- 1) . ( Tk'c ) ]a 1.0 ICC-ES AC308 Eq.(D-16h) Tk,max,c Tk,max,c-R d hV e1'fc ICC-ES AC308 Eq. (D-16i) 1 l4Jec,Na = \1 + 2eN / _<1.0 ICC-ES AC308 Eq. (D-16j) Scr,Na y/pNa =MAX(Ca,min.Ccr,Na)c 1.0 ICC-ES AC308 Eq.(D-16p) Cac Cac Nao =Tk,c.Kbond . R ' d ' her 1CC-ES AC308 Eq.(D-16f) Variables 1 f Tk,c,uncr[psi] danchor[in.] he[in.] ca,mm[in.] Sa„g[in.] n Tk,c[psi] kc 1985 0.500 3.000 3936.969 - 1 763 17 ff[psi] ec1.N[in.] et2,N[in.] cac[in.] Kbond 3000 0.000 0.000 6.643 1.00 Calculations 1 scot,[in.] Ccr,Na[in.] ANC[in.2] ANa0[in.2] i11ed,Na _ Tk,max[psi] 4/g,NaO 1 Na 9.000 4.500 81.00 81.00 1,000 1027 1.000 1.000 U/ec1,Na - _ li/ec2,Na 41p.Na Nao[lb]_ 1.000 1.000 1.000 3596 Results Na[lb] 4/bond 4 Na[Ib] Nua[Ib] 3596 0.650 2337 2039 Pg . 34 of 57 p _ ii --1 .rI 4 www.hilti.us PROFIS Anchor 2.2.4 Company: Luckett&Farley Page: 4 .. Specifier: Abby Massey Project: Clear Channel-Portland Address: 737 S.Third St.Louisville,KY 40205 Sub-Project I Pos.No.. 2010 102 Phone I Fax 502-585-4181 I- Date: 1/11/2012 E-Mail: Amassey@luckett-farley.com Concrete Breakout Strength Equations ANc Ncb = (AZ)yJed,N Wc,N 41cp,N Nb ACI 318-08 Eq.(D-4) 4)Ncb z N18 ACI 318-08 Eq.(D-1) AN, see ACI 318-08,Part D.5.2.1,Fig.RD.5.2.1(b) No =9 her ACI 318-08 Eq.(D-6) 1 ,yec.N = 1 e)5 1.0 ACI 318-08 Eq. (D-9) 3 her/ yfed,N =0.7+0.3(Ca.m1n)5 1.0 ACI 318-08 Eq (D-11) `1.5her Wcv.N =MAX(Ce_m,e 1.5hor)5 1.0 ACI 318-08 Eq. (D-13) `\ Cac � Cac f Nb =kc X A hiei ACI 318-08 Eq.(D-7) Variables ha[in.] ed,N[in.] ec2,N[in.] comm [in.] Wan+ ca,[in.] _ kc X 3.000 0.000 0.000 3936.969 1.000 6.643 17 1 fc[psi] 3000 Calculations AN,[in.2] Amp[in.2] Wec1,N Wec2.N Wed,N kycp,N Nb[lb] 81.00 81.00 1.000 1.000 1.000 1.000 4838 Results Ncb Pb] +concrete 0 Ncb[lb] Nu,[lb] 4838 0.650 3145 2039 Pg . 35 of 57 www.hIlti.us PROFIS Anchor 2.2.4 Company: Luckett&Farley Page: 5 Specifier: Abby Massey Project: Clear Channel-Portland Address: 737 S.Third St.Louisville,KY 40205 Sub-Project I Pos. No.: 2010.102 Phone I Fax: 502-585-4181 I- Date: 1/11/2012 E-Mail: Amassey@ luckett-farley.corn 4. Shear load Proof Load Vu,[lb] Capacity 4V a[lb] Utilization 13„(%J=V„,/4V„ Status Steel Strength* 181 3705 5 OK Steel failure(with lever arm)* N/A N/A N/A N/A Pryout Strength** 181 5034 4 OK Concrete edge failure in N/A N/A N/A N/A direction** *anchor having the highest loading **anchor group(relevant anchors) Steel Strength Equations Vsa =(n 0.6 Asev fate) refer to ICC-ES ESR 3013 4,Vsleei 2 Vua ACI 318-08 Eq.(D-1) Variables n Ase,v(in.2) futa[Psi] (n 0.6 Ase.v fine)[lb] 1 0.14 72500 6175 Calculations Vsa[lb] 6175 Results Vsa[lb] — - steel— - +Vsa(lb] – Vua[lb] 6175 0.600 3705 181 Pg . 36 of 5 :_ • .5, www.hilti.us PROFIS Anchor 2.2.4 Company: Luckett&Farley Page: 6 . Specifier: Abby Massey Project: Clear Channel-Portland Address: 737 S.Third St. Louisville, KY 40205 Sub-Project I Pos. No.: 2010.102 Phone I Fax: 502-585-4181 I- Date: 1/11/2012 E-Mail: Amassey @luckett-farley.corn Pryout Strength(Bond Strength controls) Equations Vcp =k [( )l{led,Na 111p,Na Nao] ACI 318-08 Eq.(D-30) 4,Vcp a Vua ACI 318-08 Eq. (D-1) ANa see ICC-ES AC308,Part 0.5.3.7 ANao =Sr,Na ICC-ES AC308 Eq.(D-16c) Scr,Na =20 d TkJuncr 5 3 he ICC-ES AC308 Eq.(D-16d) 1450- -sscP ICC-ES AC308 Eq.(D-16e) Cu,Na 2 1J1ed,Na =0.7+0.3(Ca=min)5 1.0 ICC-ES AC308 Eq.(D-16m) Ccr,Na `05 lI1g,Na =Wg,Nao+ [(Ste/ • (1 -1yg,Nao)]Z 1.0 ICC-ES AC308 Eq.(D-16g) ,Na 1151 Vlg,Na0 = /71" [(�-1) • ( Tk,c ) ]Z 1.0 ICC-ES AC308 Eq. (D-16h) Tk,max,c J kc ��, Tk,max,c=R ,d by et Tic ICC-ES AC308 Eq. (D-16i) 1 li/ec,Na = (1 + 2e,N )5 1.0 ICC-ES AC308 Eq.(D-16j) \ Scr,Na Wp.Na =MAX(CCac amin,CaCac J,Na)<1.0 ICC-ES AC308 Eq. (D-16p) Nao =Tk,c Kbond R d het ICC-ES AC308 Eq. (D-16f) Variables k_ cam Tk,c,uncr[psi] Tk,c[Psi] danchor[in.] hat[in.] sang[in.] n kc 2.000 1985 763 0.500 3.000 - 1 17 f,[psi] ec1,N[in.] ec2,N[in.] ca,mm[in.] ca,[in.] Kbond 3000 0.000 0.000 3936.969 6.643 1.00 Calculations Scr,Na(in_] ccr,Na[In.] A .[in.2] ANaO[in.2] llled,N _._._...—_ Tk,max(PSI] --- wg.NaO -_...._ Yg.Na 9.000 4.500 81.00 81.00 1.000 1027 1.000 1.000 ,_-_— lllecl,N 91ec2,N _--- 41p,Na Na 0[lb] 1.000 1.000 1.000 3596 Results V cp[Ib] (I)concrete I)Vcp[Ib] ... Vua[Ib] 7192 0.700 5034 181 5. Combined tension and shear loads p„=N j Nn p„=v./w, Utilization 0N.„[e7o] Status 0.872 0.049 - 77 OK 13,,=(pN+ pv)/1.2<= 1 Pg . 37 of 5-/ www.hilti.us PROFIS Anchor 2.2.4 Company: Luckett&Farley Page: 7 Specifier: Abby Massey Project: Clear Channel-Portland Address: 737 S.Third St. Louisville,KY 40205 Sub-Project I Pos. No.: 2010.102 Phone I Fax: 502-585-4181 I- Date: 1/11/2012 E-Mail: Amassey©luckett-farley.corn 6. Warnings •Condition A applies when supplementary reinforcement is used.The I)factor is increased for non-steel Design Strengths except Pullout Strength and Pryout strength. Condition B applies when supplementary reinforcement is not used and for Pullout Strength and Pryout Strength. Refer to ACI 318, Part D.4.4(c). • Design Strengths of adhesive anchor systems are influenced by the cleaning method.Refer to the INSTRUCTIONS FOR USE given in the Evaluation Service Report for cleaning and installation instructions •The present version of the software does not account for adhesive anchor special design provisions corresponding to overhead applications. Refer to the ICC-ES Evaluation Service Report(e.g.section 4.1.1 of the ICC-ESR 2322)for details. •Checking the transfer of loads into the base material and the shear resistance are required in accordance with ACI318 or the relevant standard! •The anchor plate is assumed to be sufficiently stiff in order to be not deformed when subjected to the actions! Fastening meets the design criteria! Pg . 38 of 5' • www.hilti.us PROFIS Anchor 2.2.4 Company: Luckett&Farley Page: 8 Specifier: Abby Massey Project: Clear Channel-Portland Address: 737 S.Third St.Louisville,KY 40205 Sub-Project I Pos. No.: 2010.102 Phone I Fax: 502-585-4181 I- Date: 1/11/2012 E-Mail: Amassey©luckett-farley.com 7. Installation data Anchor plate,steel:- Anchor type and diameter: HIT-HY 150 MAX-SD+HAS, 1/2 Profile: no profile Installation torque:360.001 in.-lb Hole diameter in the fixture:d,=0.563 in. Hole diameter in the base material:0.563 in. Plate thickness(input):0.375 in. Hole depth in the base material:3.000 in. Recommended plate thickness:not calculated Minimum thickness of the base material:4.250 in. Y 0 0 o o 0 0 0. Lc) 1 o o o 0 o o Ln 1.5000 1.5000 1.5000 1.5000 Coordinates Anchor[in.] Anchor x y c„ c„ c,, c,,, 1 0.000 0.000 - - - Pg . 39 of 5- lonsassinizawau • www.hilti.us PROFIS Anchor 2.2.4 Company: Luckett&Farley Page: 9 Specifier: Abby Massey Project: Clear Channel-Portland Address: 737 S Third St. Louisville,KY 40205 Sub-Project I Pos. No.: 2010.102 Phone I Fax: 502-585-4181 I- Date: 1/11/2012 E-Mail: Amassey @luckett-farley.corn 8. Remarks; Your Cooperation Duties •Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles,formulas and security regulations in accordance with Hilti's technical directions and operating,mounting and assembly instructions,etc.,that must be strictly complied with by the user. All figures contained therein are average figures,and therefore use-specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore,you bear the sole responsibility for the absence of errors,the completeness and the relevance of the data to be put in by you.Moreover,you bear sole responsibility for having the results of the calculation checked and cleared by an expert,particularly with regard to compliance with applicable norms and permits,prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors,the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular,you must arrange for the regular backup of programs and data and,if applicable,carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software,you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences,such as the recovery of lost or damaged data or programs,arising from a culpable breach of duty by you. Pg . 40 of 5" • •smart design � • i Project: Clear Channel - Portland By: AEM Sheet No.: 1 t y f a�/ Location: Portland, OR Date: 1/10/2012 Client: Clear Channel Job No.: 2010.102 EQUIPMENT ANCHORAGE Floor Mounted with Unsymmetrical or Rectangular Multiple Bolt Group Pattern (ASCE 7-05). Equipment Description = Server Rack Base = Static Wp=weight of equipment = 606 lb / = overall length = 38 in z= 40 ft w =overall width = 23 in hr= 50 ft h = height of C.G. above base = 55.27 in • ex +� Fir Center of Mass Location ---cox I e CG,=dist. in x-dir from Origin = 13 in C.G. e CGy=dist. in y-dir from Origin = 18 in v ED C. r l n =#of anchors = 4 m =#of bolts @ each anchor = 1 Seismic Accelerations ap= amplification factor = 1 Ip= Imp. Factor= 1 CGS, Rp= response factor = 1.5 Sos= spectral acceleration = 0.708 0 _ V`' o x Fh =ASCE 7-05:13.3-1,13.2-2,13.3-3 = 297 lb =0.491 Wp STRENGTH (0.0) F„= vertical force= 0.2SosWp = 86 lb DESIGN Bolt Group Properties w Xbar=x-dist. of C.R.from Origin = 11.50 in Ybar=y-dist. of C.R.from Origin = 19 in PLAN AT BASE ex=x-eccen. of C.G.from C.R. = 1.50 in ey= y-eccen. of C.G.from C.R. = 1.00 in BOLT LOCATIONS (up to 20 anchors) Ix =Sum (dx12) = 1175 in2 ly =Sum (dy,2) = 372 in2 # X Y dx` dy` d` !polar= Ix+ ly = 1547 in2 1 1.86 1.86 92.9 293.78 386.7 z 2 21.14 1.86 92.9 293.78 386.7 3 21.14 36.14 92.9 293.78 386.7 4 1.86 36.14 92.9 293.78 386.7 5 Fv 4, 6 7 Fh I C.M. 8 9 10 11 12 13 h 14 W 15 16 17 V V 18 19 T T 20 FRONT ELEVATION Pg . 41 of 57 Project: Clear Channel - Portland By: AEM Sheet No.: 2 Location: Portland, OR Date: 1/12/2012 Client: Clear Channel _ Job No.: 2010.102 Equipment: Server Rack Bolt Forces Note:Negative sign means force is in compression. Tension(i)=(M,.dy/Ix+MY.dx/I (0.9W-Fv)f(n`m)] Mx= Fh*sinOxh+(0,9W-Fv)`ey My= Fh*cosO*h+(0.9W-Fv)*ex # 0_Max Mx*dy/Ix My*dx/Iy (0.9W-Fv)/n*m Tension Search 0_max from 0°to 359°to get 1 29.5 -111.4 -389.0 114.9 385.5 maximum Tension(i) at each A.B. 2 150.5 -111,4 -353.2 114.9 349.7 3 209.5 -124.8 -353.2 114.9 363.1 4 330.5 -124.8 -389.0 114.9 398.9 Notes for Tension Calculations Below: (1)Use Tmax for Connection of Angle to Equipment at Vertical Angle Leg(i.e.Screws) (2)Use Tmax'EF for Connection of Angle to Base at Horizontal Angle Leg(i.e.HO HIT-HY 150-MAX SD) (3)Eccentricity factor(EF)arises from indirect connection This connection is.. I through equipment V I Tension (1)Tmx=MAX(Tension(i)) = 399 lb/bolt Base Connx Eccentricity Factor(EF) = 1.0 (2)T,a;EF = 399 lb/bolt Shear MP = Fh(sin0*ex+ cos0*ey) # 0_max Mp*d/Ipoia, Fh/(n`m) V V(i) _ iMp"d/Ipoiar+ Fh/(n*m)1 1 123.5 6.8 74.4 81.2 Vmax= Maximum(V(i)) = 81 lb/bolt 2 56.5 6.8 74.4 81.2 Search 0 max from 0°to 359°to get max V(i) at each A.B. 3 123.5 6.8 74.4 81.2 4 56.5 6.8 74.4 81.2 Pg . 42 of 5 p sew I I -s mid I www.hilti.us PROFIS Anchor 2.2.4 Company: Luckett&Farley Page. 1 Specifier. Abby Massey Project Clear Channel-Portland Address: 737 S.Third St.Louisville,KY 40205 Sub-Project I Pos. No.: 2010.102 Phone I Fax: 502-585-4181 - Date: 1/12/2012 E-Mail: Amassey @luckett-farley.com Specifier's comments: Server Rack Anchor Design 1. Input data Anchor type and diameter: HIT-HY 150 MAX-SD+HAS,1/2 Effective embedment depth: h =3.000 in.(h,,,,,,,,=-in.) Material: 5.8 Na Evaluation Service Report:: ESR 3013 Issued I Valid: 4/1/20101 4/1/2012 Proof: design method ACI 318/AC308 Stand-off installation: e,=0.000 in.(no stand-off);t=0.375 in. Anchor plate: I,x I,x t=4.000 x 3.000 x 0.375 in.(Recommended plate thickness:not calculated) Profile no profile Base material: cracked concrete,3000,f�=3000 psi, h=4.500 in.,Temp.short/long:32/32°F Installation: hammer drilled hole,installation condition:dry Reinforcement: tension:condition B,shear:condition B;no supplemental splitting reinforcement present edge reinforcement:none or<No.4 bar Seismic loads(cat.C,D, E,or F): no Geometry [in.]&Loading[lb,in.-lb] wt kts z } a oo a • 110 •`�' Xkk • x Pg . 43 of 5 Luts.1 '11 • • www.hitti.us PROFIS Anchor 2.2.4 Company: Luckett&Farley Page: 2 Specifier: Abby Massey Project: Clear Channel-Portland Address: 737 S.Third St. Louisville,KY 40205 Sub-Project I Pos. No.: 2010.102 Phone I Fax: 502-585-4181 I- Date: 1/12/2012 E-Mail: Amassey @luckett-farley.com 2. Load case/Resulting anchor forces Load case(governing): Anchor reactions[lb] Tension force:(+Tension,-Compression) Anchor Tension force Shear force Shear force x Shear force y 1 399 81 81 0 max.concrete compressive strain[%o]: 0.00 Ten ion max. concrete compressive stress[psi]:0 x resulting tension force in(x/y)=(0.000/0.000)[Ib]:399 resulting compression force in(x/y)=(0/0)[Ib]:0 3. Tension load Proof Load Nu,[Ib] Capacity+,N.[Ib] Utilization RN[%]=N j4,N, Status Steel Strength* 399 6689 6 OK Bond Strength" 399 2337 17 OK Concrete Breakout Strength" 399 3145 13 OK *anchor having the highest loading **anchor group(anchors in tension) Steel Strength Equations Nsa =ESR value refer to ICC-ES ESR 3013 N5teet>Nua ACI 318-08 Eq. (D-1) Variables n Awry[in.2] futa(Psi] 1 0.14 72500 Calculations Nsa[Ib] 10290 Results Nsa[lb] �sleel Nsa[Ib] Nua[Ib] 10290 0.650 6689 399 Pg . 44 of 5' www.hilti.us PROFIS Anchor 2.2.4 Company: Luckett&Farley Page: 3 Specifier: Abby Massey Project: Clear Channel-Portland Address: 737 S.Third St.Louisville,KY 40205 Sub-Project I Pos. No.: 2010.102 Phone I Fax: 502-585-4181 I- Date: 1/12/2012 E-Mail: Amassey @luckett-farley.com Bond Strength Equations ANa Na = \) \ANao/ UVed,Na 1Vp,Na Na0 ICC-ES AC308 Eq.(D-16a) (1)Na ?Naa ACI 318-08 Eq. (D-1) ANa =see ICC-ES AC308,Part D.5.3.7 ANao =Sr,Na ICC-ES AC308 Eq.(D-16c) Scr,Na =20d Tk""`r s 3 her ICC-ES AC308 Eq.(D-16d) 1450 S`r Na =Ccr,Na — 2 ICC-ES AC308 Eq.(D-16e) Wed,Na =0.7+0.3 [Ca,mm\IS 1.0 ICC-ES AC308 Eq.(D-16m) \Ccr,Na J 1r 05 41g Na —y1g Nao+L(S '') . (1 -Wg,Nao)]'-1.0 ICC-ES AC308 Eq. (D-16g) Scr,Na �rr r r 15 y!g,Na0 =Yn- L(� 1) • ( Tk,c \ ]Z 1.0 ICC-ES AC308 Eq.(D-16h) Tk,max,c/ Tk,max,c=nkd h ICC-ES AC308 Eq.(D-16i) 1 yIec,Na = \1 + 2e.N /s 1.0 ICC-ES AC308 Eq. (D-16j) Scr,Na Wp.Na =MAX(-a—mm, C CcrNa)c 1.0 ICC-ES AC308 Eq. (D-16p) Cac ac Nao =Tk,c"Kbond.1i 'd ' hef ICC-ES AC308 Eq. (D-16f) Variables tk,c,uncr[psi] denchor[in.] het[in.] ca,m,.[in.] Sa„g[in.] n Tk,c[psi] kc 1985 0.500 3.000 3936,969 - 1 763 17 fc[psi] ec,,N[in.] ec2N[in.] Cac[in] Kbond 3000 0.000 0.000 6.643 1.00 Calculations Scr,Na[in.] car Na[in.] ANa[in.2] ANao[in.2] 4Jed,Na Tk,max[psi] 1l'g,Na0 1 9.000 4.500 81.00 81.00 1.000 1027 1.000 1.000 1lfecl,Na 1Vec2,Na 11fp,Na Nao[lb] 1.000 1.000 1.000 3596 Results Na[lb] _ +bond 4Na[Ib].— N"a[Ib]. 3596 0.650 2337 399 Pg . 45 of 5' Won . 'i— anw a a www.hilti.us PROFIS Anchor 2.2.4 Company: Luckett&Farley Page: 4 Specifier. Abby Massey Project: Clear Channel-Portland Address 737 S.Third St.Louisville,KY 40205 Sub-Project I Pos.No. 2010.102 Phone I Fax, 502-585-4181 ]- Date: 1/12/2012 E-Mail Amassey©luckett-farley.com Concrete Breakout Strength Equations Ncb = ( )ved,N IYc,N WYcp,N Nb ACI 318.08 Eq.(0-4) kb Z Nua ACI 318-08 Eq.(D-1) ANC see ACI 318-08, Part D.5.2.1,Fig.RD.5.2.1(b) ANco =9 her ACI 318-08 Eq.(D-6) 1 • Wec,N = 2 eN < 1.0 ACI 318-08 Eq.(D-9) Ca rain 1 +3 her _ ed,N =0 7+0.3 (1.5he r J l! 8h )� 1.0 ACI 318-08 Eq.(D-11) Wcp,N =MAX( .Ca-min 1.5her1 a 1.0 ACI 318-08 Eq.(D-13) Cac Cac J Nb =kc i.`'f',he,5 ACI 318-08 Eq.(D-7) Variables her[in.] eo1.N[in.) eczN[in.)w ca,min[in.] Wc,N — — Cac[in.] — -- lc, A 3.000 0.000 0.000 3936.969 1.000 6.643 17 1 fc(psi] 3000 Calculations A ANC[In.2] ANcc [in 2] Wecl,N lYec2,N lYed,N 9Icp,N Nb[lb] 81.00 81.00 1.000 1.000 1.000 1.000 4838 Results Nth[IN ()cancrete 0 Ncb[lb] Nua[lb] 4838 0 650 3145 399 Pg. 46 of 57 www.hilti.us _ _ PROFIS Anchor 2.2.4 Company: Luckett&Farley Page: 5 Specifier: Abby Massey Project: Clear Channel-Portland Address: 737 S.Third St.Louisville,KY 40205 Sub-Project I Pos. No.. 2010.102 Phone I Fax: 502-585-4181 I- Date: 1/12/2012 E-Mail: Amassey @luckett-farley.com 4. Shear load Proof Load V„,[Ib] Capacity cOV„[Ib] Utilization NM]=Vu,/iV„ Status Steel Strength* 81 3705 2 OK Steel failure(with lever arm)* N/A N/A N/A N/A Pryout Strength** 81 5034 2 OK Concrete edge failure in N/A N/A N/A N/A direction” *anchor having the highest loading `*anchor group(relevant anchors) Steel Strength Equations Vsa =(n 0.6 ASe,v fu,a) refer to ICC-ES ESR 3013 4,Vsvee! Vua AC1 318-08 Eq.(D-1) Variables n Ase,v[in.2] Li.[psi] (n 0.6 key fora)[Ib] 1 0.14 72500 6175 Calculations Vsa[lb] 6175 Results V sa[Ib] 4steel _•Vsa[Ib] Vua[lb] 6175 0.600 3705 81 Pg . 47 of 57 "RI- • ` www.hilti.us PROFIS Anchor 2.2.4 Company: Luckett&Farley Page: 6 Specifier: Abby Massey Project: Clear Channel-Portland Address. 737 S.Third St.Louisville,KY 40205 Sub-Project I Pos. No: 2010.102 Phone I Fax: 502-585-4181 I- Date: 1/12/2012 E-Mail: Amassey @luckett-farley.com Pryout Strength(Bond Strength controls) Equations Vcp =kcp[(A o)Wed,Na y1p,Na Nao] ACI 318-08 Eq. (D-30) 4)Vcp a V„a ACI 318-08 Eq.(D-1) AN, see ICC-ES AC308,Part 0.5.3.7 ANao =Sx,Na ICC-ES AC308 Eq.(D-16c) Scr Na =20 d Tk,uncr 5 3 hat ICC-ES AC308 Eq.(D-16d) 1450 —s`r Ccr,Na — 2 2 ICC-ES AC308 Eq.(D-16e) y/ed,Na =0.7+0.3 (CCcra. )5 1.0 ICC-ES AC308 Eq. (D-16m) ,Na J S 0.5 Wg,Na =ylg,NaO+ [( —) ' [1 -4.1g,NaO)]'1.0 ICC-ES AC308 Eq. (D-16g) Scr,Na �rr 1r 15 y/g,Nao =vn-[(•G-1) • ( Tk,c ) ]Z 1.0 ICC-ES AC308 Eq.(D-16h) Tk,max,c Tk,max,c=><k`d h ICC-ES AC308 Eq.(D-16i) 1 y/ec,Na = (1 + 2e,N ) 5 1.0 ICC-ES AC308 Eq.(D-16j) Scr,Na tllp Na =MAX( !!,Cam Ccr,Na)5 1.0 ICC-ES AC308 Eq. (D-16p) Cac Cac Nao =Tk,c Kbond It d het ICC-ES AC308 Eq. (D-16f) Variables 7 kc Tk,c,uncr[Psi] Tk,c[PSi] danchor[in.] her[in.] Sav [in.] n kc 2.000 1985 763 0.500 3.000 - 1 17 fc[psi] ect.N[in.] ec2,N[in.] ca.m,n[in.] C. [in] Kbond 3000 0.000 0.000 3936.969 6.643 1.00 Calculations Scr,Na[in.] Ccr,Na A[in.] AN,[in 2] ANaO[in.2] ._.,_.—. Wed,N Tk,max[psi] yrg,NaO yrg,Na 9.000 4.500 81.00 81.00 1.000 1027 1.000 1.000 y/ect N ylec2,N _ylp,Na Nao[lb]_ 1.000 1.000 1.000 3596 Results Vcp[lb] dconcrete 4)Vcp[lb] Vua[lb] 7192 0.700 5034 81 5. Combined tension and shear loads [jN=N,/4iNc 13 =V0 On C Utilization pN„[%] Status 0.171 0.022 5/3 5 OK [1Nor=aN+ P;<- 1 Pg . 48 of 5, wvvw.nilti.us __ _ PROFIS Anchor 2.2.4 Company: Luckett&Farley Page: 7 Specifier: Abby Massey Project: Clear Channel-Portland Address: 737 S.Third St. Louisville,KY 40205 Sub-Project I Pos. No.: 2010.102 Phone I Fax: 502-585-41811- Date: 1/12/2012 E-Mail: Amassey @luckett-farley.com 6. Warnings •Condition A applies when supplementary reinforcement is used.The 1 factor is increased for non-steel Design Strengths except Pullout Strength and Pryout strength. Condition B applies when supplementary reinforcement is not used and for Pullout Strength and Pryout Strength. Refer to ACI 318, Part D.4.4(c). •Design Strengths of adhesive anchor systems are influenced by the cleaning method.Refer to the INSTRUCTIONS FOR USE given in the Evaluation Service Report for cleaning and installation instructions •The present version of the software does not account for adhesive anchor special design provisions corresponding to overhead applications. Refer to the ICC-ES Evaluation Service Report(e.g.section 4.1.1 of the ICC-ESR 2322)for details. •Checking the transfer of loads into the base material and the shear resistance are required in accordance with ACI318 or the relevant standard! •The anchor plate is assumed to be sufficiently stiff in order to be not deformed when subjected to the actions! Fastening meets the design criteria! Pg . 49 of 5 Lea jiimizAzu ` �Aww.nitti.us PROFIS Anchor 2.2.4 Company: Luckett&Farley Page: 8 Specifier: Abby Massey Project: Clear Channel-Portland Address: 737 S.Third St.Louisville,KY 40205 Sub-Project I Pos. No.: 2010.102 Phone I Fax: 502-585-4181 - Date: 1/12/2012 E-Mail: Amassey @luckett-farley.com 7. Installation data Anchor plate,steel: - Anchor type and diameter HIT-HY 150 MAX-SD+HAS, 1/2 Profile: no profile Installation torque: 360.001 in.-lb Hole diameter in the fixture:d,=0.563 in. Hole diameter in the base material:0.563 in. Plate thickness(input):0.375 in. Hole depth in the base material: 3.000 in. Recommended plate thickness:not calculated Minimum thickness of the base material:4,250 in. y 0 0 o o 0 0 �n u� X 1 0 o LO to 2.0000 2.0000 2.0000 2.0000 Coordinates Anchor[in.] Anchor x y c, c„ c, c, 1 0.000 0.000 pg . 50 of 57 Www.hiiti.us PROFIS Anchor 2.2.4 Company: Luckett&Farley Page: 9 Specifier: Abby Massey Project: Clear Channel-Portland • Address: 737 S.Third St.Louisville,KY 40205 Sub-Project I Pos. No: 2010.102 Phone I Fax: 502-585-4181 I- Date: 1/12/2012 E-Mail: Amassey @luckett-farley.com 8. Remarks; Your Cooperation Duties Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles,formulas and security regulations in accordance with Hilti's technical directions and operating,mounting and assembly instructions,etc.,that must be strictly complied with by the user. All figures contained therein are average figures,and therefore use-specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in Therefore,you bear the sole responsibility for the absence of errors,the completeness and the relevance of the data to be put in by you.Moreover,you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits,prior to using them for your specific facility The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors,the correctness and the relevance of the results or suitability for a specific application. •You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular,you must arrange for the regular backup of programs and data and,if applicable,carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software,you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences,such as the recovery of lost or damaged data or programs,arising from a culpable breach of duty by you. Pg . 51 of 57 • Design Summary • Weight E q ui p ment H (in) L W(in) Vu/�V n Tu � Tn Anchors(Lb ) 4) L3x3x3/8 w/ 1) 1/2" 0 A307 bolts w/3" embedment Uninterruptible Power Supply 880 80.6 33 28 0.065 0.88 in Hilti HIT-HY 150 MAX-SD Adhesive 4) L3x3x3/8 w/1) 1/2"0 A307 bolts w/3"embedment Battery System 3071 79 30 40 0.073 0.884 in Hilti HIT-HY 150 MAX-SD Adhesive 4) L3x3x3/8 w/ 1) 1/2" 0 A307 bolts w/3" embedment Transformer 1119 80.6 33 36 0.043 0.747 in Hilti HIT-HY 150 MAX-SD Adhesive 4) 1/2" 0 A307 bolts w/3" embedment in Hilti HIT-HY Server Rack 1901 82.9 38 23 0.134 0.936 150 MAX-SD Adhesive cn N 0 rh 01 1 aN1.510. I'-° 1 Ze'izRL RIOT-= ),p RT•--1 ._ �°I I. ire ooNtwO IC. �w.�. men ALL. Ou bush Amp ca,+v171cr� AT'Tne . 1. uIL90‘b ~ONO& I oN1rG '?AWINlim, 1110 D•7+� ON-Rue areal-.atNw a um> -4--i . �� vø - A rpUG+tt 0 r. R _ie g s 4. itfie vettKmAN'orll p /NO ciAt m1Aw GLTJI 'P re Gill °F 9 1 t MW,•ON M _W F eUILOINp COW, srfj •.1A4UNIIFOr.M BUILOINa cove.. •_mess-pew/rive-. t. mr-,41,5 NIA[ op TtPlrin� w ArPI.'( W Aw arMOt' LJt4 ' ap iirIOAl4 teTAIU9v 1 -QTrrACwl••• w11M15P NO, PrrAIL- 1'V fnTWN, Q7Ny1Ttuernan. •EatAW Ca A5 •ettiwN �1+ 'i`fT'.F 1 RP TfP of f alrvR aMII,Atc.. Wo rc- '1 5. Wit, 1-(r6 I aANPY 9147 ANP GAYAL1. •7'X., BQARIN• 1 KA'fI•NN' 919, YAter. 10I1.44-GO lON GAPA6IYY. 9•9 WIV RM:49 ;911ANNON ANP VJIY4••,1I%C. PA99 MAg4fi 9,1949. n (—.j217 or. la,MIN. "90 r•-0i•••.8,R-•eM' - . UNl-Ge•1 4 •rag 984•y 9tve0 - - OTNCRWKW ei ••n felt*lo.a*tL.FN� -— GONG . -If'X117 f 114 MINIMUM COMrK'9•llv0 �ir-G•161r1 or a r•Te M? rte 4A'Po ava.t- s,•_ rg.L a� onzorT Ra.A09 GN 01ZMGi• 15ttAmt. e6 4,GPO p•l- r0C...cot., 4 r"-6 s66 N'r 4 oN•S*r5..-II ca,_ ( ?'r/ 4 L -. 2. tGYw^11LN AU. aG•+•gPo.lc7(ICN '-bIN1 •etvit- AEF'ROvSD s{ -cite' AW-41'7W( cw�.. ® oR r F ' ce. Vt'1S h1OlPR., :: t �`��91i'I 0. Td0 r1�is cFi ta.Y�Y9 �aHAU. W �IRVO'[J LIN�'iR8'�!' LNtAbG{�l c.hAr( $o p rr� w AIt. 4.05 1`eerywicet. ANC)/c(i FACIICIGV.",GRAWINO9 Fog, J6GA•Tto9,1 ° .- 11.98i W04.0 AN0 plaslcO. II P I 12 rl@'#1lTecitb W-''tTAAIL.E.2 2RAWING9 AM.M?IiI4�9, GROOJ9v cA.41, , 11 rp2WNP , G,O..WM•N'15 ANp piker- IN2 fi le 0G"C/?rl IN cpmcce'Tts, 11 ti 5. AIA.,. RYIN NG, 01 82.40-A ANCtt 9171.) ANO attilac INE O 91NL1., T38 I II 5G�.R IN-Fx59-11014 PROF. 1' (ZUR1N6 GO cFespo. 1 II pli G. ALI, 91.A5*, C5AMS, ANI I.,1JIP115 2NAU. e5 U611 s R?I.CK6"(B C 110 f' )) FdlvE• OPAL-'! --} II i k I ul wa 7 TE5 w aN�lwt la A•8T..M ro *roe, Aw Gil o 4c1 T 0 II II ; IT 7. e,,,,v UOV6 IN Wc-TIm1 Sr t5P'T7 Rate- r ALA- ca.iFejYa Ovefe 2,¢v r�.1. 4 II; a M6,s—;-12 ��I.• _t_ JCt•7.. f t ,.N r ne 'II IL% ' 14*A p :-r _/.. . 4 ll.2 I. "4. to•NrORGNc0 e'er.--1- emu- ®5 INib cMY.nIAle. •RA06 Sp 1°8,188, '1oicorr non,. I. 60-1MN Veg id-c-Dreg, .bf17T q 00Awl MAID FesINFORGIKG, WW1 Q1NN.. 8,e Neon dp••4•11 00re/4.4C7 0-A•A d7NIN'tMINf9 11, A,J.SM. A-4*2 or A-So . A.L- a�•IGK Fa1NJ INS �fetltr tettn4.tr CONP'IeM TO 1110 2 wDARV ,are-01r,OA-no of A,thl.h4, A-Is' ei A-e.o . LION - hf)KIZ•• 2 LOW N'(PRoGA N W•64%*lNe• ROC' 11Ol4A - be J•bn (bR Au, wea-o1Ne c • lNFoeolNca off. of eINI-t..,e5 caNTINUO„set.r IN°.peff p e,T A Poirirri IT '-r' --.. WIiJ 1:=3- A Le 5. Aw (�WioFcolo, erne MAerav 1621.4-rIN11OU°>I MAT G• IGIED mill A L..NP 47 l +-�{/r al -w-,K- tl/WlrfT IN l.OtF e-1H,, ,.. D ewe. OIAMa'ItiLti IN MArSGf , ttA(O5fl Ao u010W 4X14- RGIN rOF.GINe. U•L• 01t1'aionnoo, t- 1 iL„.157 yIW 55 91-17,14 I 'IN WM-- ia5lNrbKCIN2a �ilesPUt.�l, ON 't1+?z,i+ ' fb.Yc,..,, otM - err Pl?mIev Al AL4_ RVUR ,.nl N'�S ,1/44c; eSt1AL4. ate* -f1 . •p7•/ty �I Fc' C.• M 14 rT BM UM Ihr ti oo 14. DAR t49101•8, ( 9IN. 1 deNgQ518 YGS As i ._ r�yq pj 0. 114 µ/Y/4 O1 Wrpl �AyLt.NAYfy 'Me pbL-5')6 MINIMUM 60f.C; F?- 1.2 �.1R�'hLp�g tat Rt''Q.Gt IN t1."1f wITH !MIMI -let j i�TINa-',S'5 wA-i•, r„t"fr.IClafC P/ 1-1%4") `lor♦,p"WA WAL46�, IN L7R ryAGD -I'i f36AM9-2'S leti4.11-4 N4:2'j 40I.ACf3-7JCt•I .!? 9- !VA.I. • .F..otAi7 i7 ' AN, RISINrOROlN6 019,14- P.• 4ever 7RTty IN ®N(t:)2NJWCP WITH %145 MANUJA- ■ j Dr,9PNtw /97-0,41-1C-48 RmsINra9419c GONd CSjli ONO RUCTION' LA � CDTTIaNI. viii - 1' ' Mho'RT pp .--p� I TITS Ulla5r ,141 j-•- t' 7A A9 m 61x16D.114 P TM'( ;, igl2t•11NA 70 �f A r- ^•-w N. l IAR mix 1 GN5 rA.K? �'R1L 4 G6MHN1) °j 13.F"nI . ENO 5 POP aNB I UIZ1lt mg-1 L NI• FU-r1, Sc'A0a GN GR)' t •SS• \Ct-)MMM5, 07arr Mlx s GN• t l' tw11--41412 GionAM-1-r->"� THFT3ta refer �W'N7 5 A-c' -TWO P•R.,:", rWM rcRPVw, aJ .Gk'( I.ax- 'INrnS. 43Up?°IGI%i41 WA11018 ' 1II.i. 513 frP '1;7 To tcU55 IT Ta plow INTO AMA- JOINTS of TV MASONK-j . A n> 6-;1 iit i)L-- aliTINA•ROI TQI F01 gS'W`ICK9 AOINp•RG1NG ((1211 • 43e II'ac. I.4•18"o.c. ►teea•oo. ►50122c: : UGTUf AI GLr Pg . 53 of 5 L [smart.design]'M Job Title C' LT:IA . Q A N N E L -- t L61N LComm.No. alb • I Oa Date 1' 2 /2012, Page No. Prepared by A 101 EX 5 31:72. CHIP,1Cri/' Z") lbd∎ EFFECTIVE FLAN* 1r jl T1-k (Ac\ 318 6 .12) Y ._._ i) I�Js,.Pt3 /�I (33.5 Fr) = 8.3-15 FT 4 _ 2) c\ne, overhang 8(4.5 IN) 3(0 IN 3� Mange ove.rhang' V2(46- 8) - 20 IN 2s4 l/2." I) 8 WNENV FLANCIE IS USED Fog. AWL COMPRESalor col gp.), LI(i3IN' 32 IN Plange averhar18i t/2(32 IN- 8 u ) 12 IN 4-- CTRL PIoMENT CAP/ACI?y As= O.U0 INS' + O.1 j i ° L3g INI T= L AsCt -= .8—t Vc'ta > x= 0715 (AG( 318 8,0, 1 a= As �/.s5tAkb sq Niz(00 KsI, - I . 3U3 rr� 7783c7 ;I ,(,75)(32I+,)) -r(d-a/a) As Ccl- I .3g1N2-(UOKs1)((a41.SIN - a - L363 ('1/2.) 1819 .1 -- 151 . 10 K-n O.`1651 .0 K-PT1 = 13(1).'1 K - HoOENT CAPAc 1Ty . A-c CNi 2 '0.4{L4 0.88 INN a- 0,8a 110-0.90 le4 — T 5,(03 iN .Br5('31<S (;15)(7.5 to) 14= 0.88tN2(uo1. 1 ) (aa.5IN - 3`u8IN/2 ) = 1390. 8 1<-111z 0.9 1‹-F-1-- Pg. 54 of 57 Ismari designr job Title .c,L AQ CRANNEL"{ DIa. rt_,4NL • CComm.No 2 Date I/ -41.//2,0i7...- Page No. 2.. Prepared by Arm dP Min - .9(go.R K- ) 8i K-F _ Mb• ENT CAPAcV r( : OVER 'UPPO'R.T A ' = 20 . 27 in) - 09524 1N2- .85 C3 Kst�(15'(7.5 i N ) Min = a.54 iNzkto 1:siraa.5 - 1�.t92tN/2\ °L8 k-tN - atB.3 OMh= ,°I (183 K-FT SNEA2 CA9AC\TY ig \FCID8 a(--15> 3 s1 ►i)(12 .I5 N) = 138(94 . 0 # _ t3.91< \1c,: 0:15 (13.914') — /0.'13K Pg . 55 of 57 I AP2 0 0 0 1/24/12 15A5:17 I, MO N F NT ,..,c-i e '-*Y-Du !,' (7- , (1, *licrl /,Rte' ®- _ . \ , ;' n, Cl m ,7 ' V) )---1 1 c T 0. SAP2000 v14.1.0- File:Roof Beam - Moment 3-3 Diagram (COMB 1)-lb, ft, F Units Pg. 56 of 57 SAP 2 0 0 0 1/24/12 15:43:02 * 74114 ( V-91 '' 9 c OA'r' cam i , ',/ Mr, N chi Q` '' ,- it '.r, co '' sz' s- _� .. __ c..-3 � O L n Ln M SAP2000 v14.1.0-File:Roof Beam- Shear Force 2-2 Diagram (COMB1)- Ib, ft, F Units Pg . 57 of 57 /.55g3 "1/ ./y- ,,(3.exia2Z.042 - ozro c / 1 smart design]" L MEMORANDUM REcEivz To: Albert Shields, Permit Coordinator J � City of Tigard AN 2 13125 S.W. Hall Blvd. c/ s 2012 Tigard, OR 97223 BUlCO GFT/GARD From. Greg Buccola, P.E. Luckett& Farley D/v/SjON Atul Mashruwala, S.E.C.B. Luckett& Farley CC: Michael Mazeika, Luckett& Farley Date: January 20, 2012 Re: Clear Channel Tenant Improvement 13333 SW 68TH Parkway Portland, OR NE Comm. #: 2010.102.00 This memorandum serves to address the adequacy of an existing floor system to support new electrical infrastructure, servers, and satellite equipment to serve the aforementioned tenant improvement. The existing office building was constructed in 1968 with a floor structure comprised of 4 1/2" lightweight concrete, spanning to concrete joists and girders. This system was evaluated to determine whether the proposed equipment and its location/configuration can be suitably supported within the Equipment Room (416) as well as the roof. Our evaluation is based on the following: 1) Proposed floor plan prepared by Luckett & Farley; 2) Manufacturer's product information supplied by DataCom Power, Inc. 3) As built structural framing plan S-6, supplied by John Fortune and Associates A.I.A Architects, dated 04/19/1968. 4) The analysis only considers the final configuration within Room 416, not the structural system along the path through which the equipment will be taken to arrive at Room 416. 5) Ballast design by: Baird Satellite. 6) Server rack technical data supplied by Middle Atlantic Products, dated 08/18/2011. • Page 1 737 South Third Street,Louisville,Kentucky 40202-2100 502-585-4181 502-587-0488 Fax www.luckett-farley.com Master Planning Architecture i Engineering I Interior Design Design Build j Building Commissioning I Special Inspections • r I smart design' L MEMORANDUM Re: Clear Channel Tenant Improvement January 20, 2012 A) Electrical Equipment: Room 416 The equipment influencing the analysis of the structure is comprised of: UPS: 28"Wx33"Dx81"H 880 lbs Bypass with transformer: 36"Wx33"Dx81"H 1,119 lbs Battery: 40"Wx30"DX79"H 3,071 lbs Total: 5,070 lbs B) Server Racks: Room 416 1) The individual server racks have a footprint of 38"x23", a maximum weight of 606 lbs per rack can be installed without exceeding the design live loading for the floor structure. C) Satellites: Roof 1) This 3.7m diameter satellite is proposed to be stabilized against wind overturning and sliding forces through the use of a ballasted and tethered system as designed by Baird Satellite Support System. 2) This design indicates that the required ballast to resist such forces is 13.5 psf, in the tethered configuration. Additional vertical pressures imposed by the nature of the overturning effects are also considered in the structural analysis. In summary, our analysis indicates that the existing floor system can adequately support the proposed electrical equipment, server racks, and satellites in the respective locations and specified weights as indicated. Supplemental calculations to justify this proposed equipment have also been provided for reference. D PROF�ss :b *GIN EF'P 0 a' 74827E y fC. • ON* G:\2010.102\MEMO\011612 Memo 7 .9 OQ G` 11, q �Pv MASHRJ IEXPiRES: • Page 2 r • ,... \ /i. ! i I ,i r - h� �.;� �'y ti Mali' �■ ■ ' ' ''• •. . '•;/ . . • 7-.....f-.P. . SIM , • •- ":117,,iiik„-zoisi,..7...iprs' ...' .,,. ..‘..,.:'• \As, ,,,. , ..., ,.--..........„,,,," . 7#.\\A\c"\ \ . . : -r . .„ ;woe .- . .1.-1 , Iv ,/,/ /. th■ .. . i . .0 _... r‘lial .., .\\. : • .,IIII); , ,1, , ‘N. • ,..". ..,, ... ... . ,,, ,.,-,;,,,,.. /•,......„. i • r r. i.- ... ir.. iii; ir, . . . \ .... ...• ..42,...<4, \ \ • , . 0* \ \ . !... ..:‘ ? - ,.. i 1 ,- .• -, I 11'eN . ' --. \ • . '', \\ ..111 -V'''' .‘...... .. . till/ 4' .N'- /1/ . i':'.... It/ ."..",f ir--71P-7.7 — . . I ' ...i. '. IV.•' A ;\ ! j,..if.. ,./ .. ,......_______�!! 1. ---44.. _.. t' ' � \ \\‘‘ �� eq?f;-- \...0..; ._ „ . !' •�_, /7' ( t ,,skims iv- • .\ \ \ ... kb \ \► , / r ,.- \ It ` � �. i r SERVER RACKS _t A� •r \\ \N t\ '��. F` .>~ � •- -NOT TO EXCEED • : _ ..,_ k., \1r ., };. \N 1 \` \ i• �/ . '_ 606#PER F . ?� \r •�-\ . is --. / ii ). ..,.k. k/4 • /if fills-z . - , .. / , ...„.. .;. Op \ -4,..,, \ A ‘ \ \ ik\; -- i., 101.:f11111. '\ ''. •\k•i"\A % •C A .4 \ .- 04-1 lIlfrllt!-'N • // i4 0 ' e_ 41, % , . •••••\: •":0....4, -f i!i i II . T 1 Ike , ��\` .O s�,. >A• olL/..41 - - ' ,4**, 41. I A if- g -- ; ; -- i :. - --7:-*-24S1■ �,/1-.: i/ / i - =i►`� -- x��.� _ L-f; •,�' \t'\ ■ From left to right: 1`; w 't. i _ d� ....-.....41 L. 2 ' 11 i' 880#UPS ~�'� • .' 7h -+`-N �. -- • It . -' '.• ft f --- It _ • u . • l-e. ' +; - 3,071# Battery• !I� k t• /i _ - - '� '.`1 __ _" -_= -0 -j }' - " ' 1,119#Transformer L -- - 41, k IiN' ,ir if- --- -1 / -.- --_- _.�-- 4'4 j 1 • =--- I,"--zr-•--=``_ I =--- - -'=4. '� -= ==� . CLEAR' HANNEL-PORTLAND z _ ., EI li TENANT IMPROVEMENTS % t -�' t ik vp,r 1/20/2012 li s -__ `'' J I _ x _ APPENDIX A I , EQUIPMENT LOCATIONS (t7") -• II ! q ll / ' /.414: •. I .f. ==7.-_= --,0 IV:.---1":_= _:-11 ! IL---=—::‘JI-__-.7.---4" -•,' •T•.---:-.. -==•.• -_ __. , \ ,.qg 0pr-I 101.== ir ce,T• LAI • .. - • \ T • - IP a II - .1 i - , -,/---/------m-- . • —cop-7-----7a---7-4 i it trs- " • ,4 .:.--z , i 11 == • .5-• \. .'• ;,t --- -_, r ••,,t. , . A - ogi,43 ./..... , 1 . il • 1•4 . ,•joi, . ..i __ •, ',I 4 ''. \,,,,' 1 ' •411 --_pi It' _ i „ , . (c — . _ : 1 1 . \ • 1 1 li ---II Ir.-- -.' : ... r %, 1 1)iehr. - - 14. N • , . • -., ■ 1, .7.= : 6 i.....- ,i. •.t I .,• 3.7m DIA. SATELLITE: i .... 10 , II ‘ .-.7 III TETHERED . r...y PER BAIRD MOUNTING, • . .., ,-. i • _-,J1 -- , . _ -- 10: 13.4 PSF BALLASTED I: ----II?, -- 11 illr.v, I h ,11111 11 w -11 SS=ra.====•; 111--:--1====, :-==e!..' L--- . I WEIGHT MAX ______i,___ • L______IIL_____-...... . , __; 1.___.„ __ i I -',,m-;7-'1---- rz7„-----.I . 1----_—= --„------nr- ‘,- — I -- - ---1---- '• ii4-.6.../ML. ., --.. 11 It . II tt _ • • 7 ""t"-'7"- , , -7 -. .Mgr?* .--—- .1 t.r .7.• ..-., : ..y.. , ) . -7-..-. ..-'r -,-.7 - 1 I -- . ; I iliMININFLMMENIM : .1011"Iiiiiii5H_-X144 I 1.2m SATELLITE: — _., ----11„ W274-7-7 PER BAIRD MOUNTING, ...= ..._ ,—.........:.„-.--__:.--11..._ 11 tip , 13.2 PSF BALLASTED I 1-.7.=7_7.-._...-:::::14-3-_.=--._.aer=-:1-,_'..7.-_----.-_-____ -=- ..?..=- ,--22*,_:::::-----.4 0-.-..1 :-. WEIGHT MAX 1 ii • 11 .....ji ii,_..,_ it II r---- i '7-4 . k----7- - • ,' ---.1 • I 140011111111111 / —-1 4,1r--- _________ ____, ___4-i. .-, \\ / I r' c• /./ a- o ; • ____,1 i _ il III . 5 i let --- ----, " s 1 1 ,IF:=.= / _____:11; •=== 0 \ . 1 is ‘ II "7=1 ip 4 .t et- — , ,____ 66a Ai--r- -1 ,-------4- t_. 1 _ -J.... ji _ 1 __1', '1 --- --- - - -n-- `• ---'1' 1 4„ ---- I 1 rr -..-tci-' -----ir--- -•••••\-- , _.._____—__6,_ - I (--ROA* _IL ...11 , i i : r 1: .....L_ 'v 1-- --.6,--.- --- -- — :6 .r.---------1-q' l. I 64•Ifillt6rt,21,16,1 1 )h g. 14. -r-t-. • e* la. , . ''. -'t I 11 ' • , CLEAR CHANNEL-PORTLAND i . ; 1 . :i -1=c-- , i I !. ' ilk i liiiii : 'f i TENANT IMPROVEMENTS 1_, t 1 ..1 ,, : T i, 1.' /: S '1 ----- .-,--r--- 1/20/2012 ip•••,1111 .1 -- .": -,703- 4;9A ;A:Ari-----------1,--A-------,- ----- APPENDIX B IN ..9,"•‘ • P'• SATELLITE LOCATIONS me CO ' ® . 11P1 - • 3 5 3 3 (2 g k y ,4ao4a - Pr). BALLAST CALCULATION REPORT DATE: 1/23/2012 PREPARED BY: COMPANY: LUCKETT & FARLEY CONTACT: ROBFRT HANCOCK 1 R D 17;4 PROJECT: .r . WWW.B" i#[Iµ4UNtscoN -Installation Site Information: 600'"' CITY: PORTLAND STATE: WA JAN 2 6 2012 HEIGHT (above grade): _aQft. ROOF TYPE: RUBBER MEMBRANE CITY OF T1GP iv. 7.11D loose material from the area where the mount is to be placed!' a' '171`! Friction coefficient based on using rubber matting between the mount and roof. -Exposure Level: B lxx ustomer reauest -Antenna Information: Antenna Adapter Mfg.:PRODELIN Dia.: 3.7 m6.62"OD MAST Weight: 500 lbs. Weight: 1150 lbs. -Wind Force: Wind forces in this calculation are based on ASCE 7-05 @ 90 mph .00256 x Velocity pressure coeff.x topographic factor x directionality x Wind Velocity 2 x Importance factor=Velocity Pressure(psf) .00256 x 0.83 x 1.00 x 1.00 x 902 x 1.0 = 17.2 psf Velocity pressure x Gust response factor x Shape factor x Area(ft.2) =Design wind force (lbs.) 17.2 psf x 0.85 x 1.55 x 115.7 sq.ft. = 2622Ibs.wind load -Untethered: (calculation determines the amount of ballast weight required to prevent sliding.) Design wind force/friction coefficient x safety factor-(mount weight+antenna weight) =Required Ballast(lbs.) 2622 lbs. / 0.70 x 1.25- 3150 lbs. = 15321bs. Required Ballast (weight of required ballast+mount+antenna)/mount area =Roof Load(psf) 4682 lbs. / 256.0 sq.ft. = 18.3 psf MOUNTING SYSTEM: AFC HD(16X16) -- -Tethered (with three cables at 120 degrees spacing to prevent sliding): Note: ( If the tethered ballast required is greater than the untethered ballast required, the tethered ballast required should be used, however in this case the tethers would not be required to prevent sliding.) Overturning moment x safety factor =Resisting Moment Wind load x safety factor x height to antenna centerline=(1/2 base width) *(antenna weight+mount weight+ballast weight) Wind load x safety factor x height to antenna centerline/(1/2 base width)-(weight of antenna&mount)=Req'd ballast(lbs.) 2622lbs. x 1.50 x 7.0' / 8.0'- 3150 lbs. = 291 lbs. Required Ballast (Weight of required ballast+mount+antenna)/Mount area = Roof Load(psf) 3441 lbs. / 256.0 sq.ft. = 13.4 psf MOUNTING SYSTEM: AFC HD(16X16) -- CUSTOMER REQUESTED A 16x16 LOAD FRAME �k BAIRD I' Model: AFC HD (1 Tray Per Leg) Type: Non-Penetrating Mount System SATELLITE MOUNTING SYSTEMS 3.7M to 5.0M+ Antennas Baird is the world's leading antenna Baird AFC Series mounts are used with all major brands of mounting systems manufacturer. Baird satellite antennas from 3.7M to 5.0M+,towers and monopoles designs,tests and manufactures mounting for other applications. systems for every antenna offered in the world today. In the most demanding situations and conditions on earth, Baird is Underneath It All. regee ■11-W---".•041110011101114r. Superior Duality / •100%hot dipped galvanized finish •Zinc plated hardware � •Design tested for survivability 4. —. •State-of-the-art manufacturing •Heavy gauge steel fabrication 4 Militia% 414 •T Ya' Ultimate Flexibility •Mast sizes to accommodate ALL major . antenna brands •Mast heights up to 10'(3.2M)for wireless I t =' 4 • and other applications `' r;+� ::■:.� •Custom installations?Baird can meet your needs with more than 20 years of Industry experience F �Est Product Support air ,' •Engineering and installation support "141r ,tAir •Site specific ballast calculations /� : p •Same day shipping of in-stock items Y , Mi r..l q�-.'^' • •Extensive inventory - .x •- i • • . t Warranty _ ...._ _ } •Your mount is backed by Baird's industry , leading...10 year warranty! ;4 .�� • �' .• Underneath It All■■■■ PART NUMBER DESCRIPTION AFCH16-37ASC-R Non-Pen Mount,1 Tray Per Leg,16'x 16'Footprint,Adapter for 3.7M ASC Pedestal w/Rubber AFCH 16-39ASC-R Non-Pen Mount,1 Tray Per Leg,16'x 16'Footprint,Adapter for 3.9M ASC Pedestal w/Rubber AFCH16-45PAT-R Non-Pen Mount,1 Tray Per Leg,16'x 16'Footprint,Adapter for 4.5M Patriot Pedestal w/Rubber AFCH16-45PROD-R Non-Pen Mount,1 Tray Per Leg,16'x 16'Footprint,Adapter for 4.5M Prodelin Kingpost w/Rubber AFCH 16-47VER-R Non-Pen Mount,1 Tray Per Leg,16'x 16'Footprint,Adapter for 4.7M Vertex Kingpost w/Rubber AFCH 16-48VER-R Non-Pen Mount,1 Tray Per Leg, 16'x 16'Footprint,Adapter for 4.8M Vertex Kingpost w/Rubber AFCH16-49A5C-R Non-Pen Mount, 1 Tray Per Leg, 16'x 16'Footprint,Adapter for 4.9M ASC Pedestal w/Rubber AFCHP Contact Baird for a complete list of available AFC models PRODUCT INFORMATION -- Application: Roof-Top or Ground Type: Non-Penetrating,Flat Surface Uses: Satellite 3.7M to 5.0M+ Towers Other Applications 1 �) ' 4'-9-5' Footprint: 16.0'x 16.0'=256 sq ft ��. • [146cm] 16, I I ' I [488cm] Finish: Hot Dip Galvanized I Available Options: 1 Tray Per Leg 2 Trays Per Leg 3 Trays Per Leg 4 Trays Per Leg Penetrating Feet(No Trays) Satellite Mast Sizes: Antenna kingpost or pedestal is mounted directly to AFC Base 6' C201cm; Wireless/Other 16' Application Mast Sizes: Tower or monopole is mounted — 1488cm] - directly to AFC Base Ballast: Up to 80 Standard Concrete Blocks(8"x 8"x 16") Shipping: Freight 1' 2 Shipping Pallets per Mount 1.31 cmJ Warranty: 10 Year Product Warranty } Baird Mounting Systems Model: AFC HD (1 Tray Per Leg) 3160 Logan Ave Waterloo,Iowa 50703 Type: Non-Penetrating Mount System Phone:319-233-3561 3.7M to 5.0M+ Antennas Fax:319-235-7653 www.BairdMounts.com cd 2010 Baird Supporting Systems,Inc.All rights reserved DATE: 1/23/2012 BALLAST CALCULATION REPORT PREPARED BY: COMPANY: LUCKETT & FARLEY w CONTACT: RQBFRT HANCOCK B'R D i J PROJECT: ,3:;1=-L' 7E Sl.=:,:)PtI'._ S'r5-E\'S WWW.BAIRDMOUNTS.COM -Installation Site Information: CITY: PORTLAND STATE: WA HEIGHT(above grade): _Eaft. ROOF TYPE: RUBBFR MFMBRANE Remove loose material from the area where the mount is to be placed. Friction coefficient based on using rubber matting between the mount and roof. -Exposure Level: B lxx ustomer reauest -Antenna Information: Antenna Mast Mfg.:PRODELIN Dia.: 1.2 nL Weight: 60 lbs. Weight: 12 lbs. -Wind Force: Wind forces in this calculation are based on ASCE 7-05 @ 90 mph 2 .00256 x Velocity pressure coeff x topographic factor x directionality x Wind Velocity x Importance factor=Velocity Pressure(psf) .00256 x 0.83 x 1.00 x 1.00 x 902 X 1.0 = 17.2 psf Velocity pressure x Gust response factorx Shape factorx Area(ft.2) =Design wind force (lbs.) 17.2 psf x 0.85 x 1.55 x 12.2 sq.ft. = 276Ibs. wind load -Untethered: (calculation determines the amount of ballast weight required to prevent sliding.) Design wind force/friction coefficient x safety factor-(mount weight+antenna weight) =Required Ballast(Ibs.) 277 lbs. / 0.70 x 1.25- 147 lbs. = 347 lbs. Required Ballast (weight of required ballast+mount+antenna)/mount area =Roof Load(psf) 494 lbs. / 37.5 sq.ft. = 13.2 psf MOUNTING SYSTEM: 54-6X6 -- -Tethered (with three cables at 120 degrees spacing to prevent sliding): Note: ( If the tethered ballast required is greater than the untethered ballast required, the tethered ballast required should be used, however in this case the tethers would not be required to prevent sliding.) Overturning moment x safety factor =Resisting Moment Wind load x safety factor x height to antenna centerline=(1/2 base width) *(antenna weight+mount weight+ballast weight) Wind load x safety factor x height to antenna centerline/(1/2 base width)-(weight of antenna&mount)=Req'd ballast(lbs.) 277Ibs. x 1.50 x 3.5' / 3.0'- 147 lbs. = 337 lbs. Required Ballast (Weight of required ballast+mount+antenna)/Mount area = Roof Load(psf) 484 lbs. / 37.5 sq.ft. = 12.9 psf MOUNTING SYSTEM: 54-6X6 -- Ik PA B AIRIJ :1,41 Model: B4-6x6 Type: Non-Penetrating Mount System SATELLITE MOUNTING SYSTEMS 1 .2M Antennas Baird is the world's leading antenna The B4-6x6 is designed to provide fast installation and mounting systems manufacturer. Baird flexibility across a wide range of products. The B4-6x6 is designs,tests and manufactures mounting used with all major brands of satellite antennas up to 1.2M, systems for every antenna offered in the wireless products and other applications. world today. In the most demanding situations and conditions on earth, Baird is Underneath It A/I. Superior Quality �_ •100%hot clipped galvanized finish %� _ •Zinc plated hardware x- ; - •Design tested for survivability _ � ' •State-of-the-art manufacturing , // •Heavy gauge steel fabrication Ultimate Flexibility •Mast sizes to accommodate ALL major antenna brands •Mast heights up to 10'(3.2M)for wireless and other applications •Custom installations?Baird can meet your „r- needs with more than 20 years of Industry "11 experience -. — .� .J.0 ,--4 Product Support _ 1 N •Engineering and installation support i •Site specific ballast calculations -iv-z-,''.' s"� `�` ” h G •Same day shipping of in-stock items y ' "`" •Extensive inventory "< - _� Warranty • ,,iso' – .7;.- o'....03 , �f .,'{: -0,7: •Your mount is backed by Baird's industry �4'. '-•iii ."...•,.e a� ;' r"., leading...10 year warranty! '" - ,, �• _ / _ r _ r Baird Mounting Systems f' _1 3 t 60 Logan Ave �i �• i � Waterloo,Iowa 50703 t�`r 1 �� Piton, ,19 2'3-3561 Ii r,or ;19.23', 7,153 b. ww uv.RairdMounts.com Underneath It 411 PART NUMBER DESCRIPTION 846-237x3-R Non-Pen Mount,6.25'x 6.00'Footprint,2.37"O.D.x 3'Mast w/Rubber Roof Pad B46-288x3-R Non-Pen Mount,6.25'x 6.00'Footprint,2.88"O.D.x 3'Mast w/Rubber Roof Pad B46-300x3-R Non-Pen Mount,6.25'x 6.00'Footprint,3.00"O.D.x 3'Mast w/Rubber Roof Pad PRODUCT INFORMATION Application: Roof-Top or Ground Type: Non-Penetrating, Flat Surface n - - - i ‘.fi •, Uses: Satellite up to 1.2M 75'r Wireless Other Applications Footprint: 6.25'x 6.00'=37.5 sq ft Finish: Hot Dip Galvanized Satellite Mast Sizes: 2.37"O.D.to 3.00"O.D. _ 3.0'Height Wireless/Other Application 1.66"O.D.to 3.00"O.D. — / — Mast Sizes: 3.0'to 10'Height Ballast: Up to 16 Standard Concrete Blocks (8"x8"x16") Shipping: UPS/Fedex Shipping Available Bulk Shipments-Up to 25 Units per Pallet 36" Warranty: 10 Year Product Warranty • www.BairdMounts.com Model: B4-6x6 LA� Type: Non-Penetrating Mount System mini] 1 .2M Antennas SATELLITE MOUNTING SYSTEMS ®2010 Baird Supporting Systems,Inc All rights reserved