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3003 W CASINO RD BLDG 45-11 2018-09-20
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3003 W CASINO RD BLDG 45-11 2018-09-20
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9/20/2018 2:17:50 PM
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8/10/2017 8:44:57 AM
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Address Document
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W CASINO RD
Street Number
3003
Tenant Name
BLDG 45-11
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415-10 AIRPORT TERMINAL BUILDINGS,FUELING RAMP DRAINAGE,AND LOADING WALKWAYS <br /> the testing authority to obtain representative information on actual usage shall be accomplished by one of the following two <br /> the performance of the walkway specimen under test.None of methods: <br /> the thermocouples shall be located nearer to the edges of the <br /> test specimen than one and one-half times the thickness of the (1) Asuperimposed load to the specimen shall be applied in a <br /> construction or 12 in. (305 mm).Thermocouples shall not be manner calculated to develop theoretically the design- <br /> located opposite or on top of beams, girders,or other struc- allowable stresses contemplated by the design during the <br /> tural members. test described in 6.4.2. <br /> (2) The yield strength of the structural medium shall be cor- <br /> 6.4.4.3 Temperature readings shall be taken at intervals not related to the maximum temperature recorded in 6.4.2. <br /> exceeding 15 seconds. Structural submittals shall be made using this new yield <br /> 6.4.4.4 Where the conditions of acceptance place a limitation strength showing nonfailure conditions have been met. <br /> on the temperature of the unexposed surface, the tempera- 6.4.6.2.1 Worst-case load combinations shall be derived from <br /> ture end point of the fire-endurance period shall be deter- the following: <br /> mined by the average of the measurements taken at individual <br /> points. If a temperature rise of 30 percent in excess of the (1) Floor live load:40 lb/ft2 (195 kf./m2) <br /> specified limit occurs at any one of these points, the remain- (2) Roof load:25 lb/ft2 (122 kg/m ) <br /> der shall be ignored and the fire-endurance period judged as (3) Wind load: 12.5 lb/ft2 (61 kg/m2) <br /> having ended. <br /> 6.4.6.3 The test shall be successful when the following condi- <br /> 6.4.5 Test Specimen. tions of acceptance are met: <br /> 6.4.5.1 The test specimen shall be representative of the con- (1) The wall or floor section shall have sustained the applied <br /> struction for the classification desired in regard to materials, load during the fire-endurance test without passage of <br /> workmanship, and details such as dimensions of parts and flame for a minimum period of 5 minutes.Flaming shall <br /> shall be built under conditions representative of actual air- not appear on the unexposed face. <br /> craft loading walkway construction and operation.The physi- (2) The maximum allowable surface temperature of the cool <br /> cal properties of the materials and ingredients used in the test side of a wall or floor section shall not exceed 250°F <br /> specimen shall be determined and recorded. (121°C) during a 5-minute exposure as determined by <br /> 6.4.5.2 The test specimen shall be protected during and after 6.4.4.4. <br /> fabrication to ensure normality of its quality and condition at <br /> the time of the test.The ambient air temperature at the begin- 6.4.7 Tests of Flexible Closures. <br /> ning of the test shall be within the range of 50°F to 90°F(10°C 6.4.7.1 The test specimen area exposed to the test fire shall <br /> to 32°C).The velocity of air across the unexposed surface of not be less than 2 ft x 2 ft(0.62 in x 0.62 m).The test specimen <br /> the sample, measured just before the test begins, shall not shall be representative of all elements of the flexible closure, <br /> exceed 4.4 ft/sec(1.3 m/s),as determined by an anemometer including framework assembly and mechanisms for attach- <br /> placed at right angles to the unexposed surface.If mechanical ment to the aircraft loading walkway. <br /> ventilation is employed during the test,an air stream shall not <br /> be directed across the surface of the specimen. 6.4.7.2 The test shall be successful when all the conditions of <br /> 6.4.5.3* The fire-endurance test shall be continued on the acceptance in 6.4.7.2.1 through 6.4.7.2.3 are met. <br /> specimen with its applied load,if any,until failure occurs, or 6.4.7.2.1 The test specimen shall have withstood the fire- <br /> until the specimen has withstood the test conditions for a pe- endurance test as defined by the time—temperature curve for <br /> riod of 10 minutes. external walkway wall exposure in Figure 6.4.2 without passage <br /> 6.4.5.4 Results shall be reported in accordance with the per- of flame for a minimum period of 5 minutes. <br /> formance in the tests prescribed in these methods. Time— 6.4.7.2.2 The closure material also shall pass the following <br /> temperature results shall be reported at 15-second intervals. test, designed to measure the radiant heat flux to which hu- <br /> Reports shall include observations of significant details of the mans can be subjected while exiting an aircraft under a fuel <br /> behavior of the material or construction during the test and <br /> after the furnace fire is cut off, including information on de- spill fire emergency condition.A specimen of the closure <br /> formation,spalling, cracking, burning of the specimen or its material that reproduces the most expanded actual field <br /> component parts,continuance of flaming,and production of operating configuration, regarding folds and pleats, existft . <br /> smoke. ing 6 (1.8 m) above the floor shall be tested in a furnace. <br /> The furnace temperature applied to the exposed exterior <br /> 6.4.6 Tests of Walls and Floors. surface of the closure material shall be raised in accordance <br /> 6.4.6.1 The dimensions of the sample to be tested shall be with the time—temperature curve for external walkway wall <br /> determined based on the construction features of the specific exposure in Figure 6.4.2.Measurements shall be taken by a <br /> walkway being tested. The dimensions selected shall ensure radiometer positioned between a minimum distance of <br /> that the sample,when tested, will demonstrate the ability of 39.4 in. (1 m) and a maximum distance of 78.7 in. (2 m) <br /> the most critical elements of the walkway to withstand stress away from the cool side surface of the test specimen. The <br /> concentrations without failure and without separations that radiometer shall have a view angle small enough such that it <br /> would permit fire and smoke intrusion.Verification documen- "sees"only the test specimen and not the frame or furnace <br /> wall. The approximate equivalent human exposure in <br /> talion supporting the selection of the dimensions shall be ap- the <br /> proved by the authority having jurisdiction. walkway shall not exceed 0.65 W/cm . The approximate <br /> equivalent human exposure shall be calculated by multiply- <br /> 6.4.6.2 The effect of exposure to elevated temperatures of ing the maximum actual radiometer reading for the test in <br /> working stress seen as worst-case load combinations during W/cm2 at the radiometer by the following: <br /> 2008 Edition <br />
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