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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
Creation date
8/10/2017 8:44:57 AM
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Address Document
Street Name
W CASINO RD
Street Number
3003
Tenant Name
BLDG 45-11
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415-14 AIRPORT TERMINAL BUILDINGS,FUELING RAMP DRAINAGE,AND LOADING WALKWAYS <br /> ' - <br /> -------------- <br /> ----------- ------------------- <br /> Main drain i <br /> Open grate ���� 11`1 1`7-Branch drain each <br /> drainage trench `�� Fire stops ��` � trench section <br /> c i �� �' 1 Trench not to scale, <br /> for emphasis <br /> Y {�—125 it(38 m)—al k-125 it(38 m)—sl X125 It(38 m)---3-I I<--125 it(38 m)—),I <br /> i c i 6It(1.8m) Slope 6ft(1.8m) 6ft(1.8m) A-Mia <br /> min. min. min. percent for 0 It15 m <br /> B-Minimum ramp grade of <br /> B 0.5 percent to drain <br /> Notes: <br /> (1) Maximum length of open-grate <br /> drainage trench:125 It(38 m) <br /> i,-�'' -------- ------ ------ without min.6 It(1.8 m)stop <br /> Interceptor Slope <br /> or separator A min.1% (2) No aircraft parked over open <br /> drainage trenches <br /> (3) Not over 200 It(61 m)to trench <br /> from building <br /> �y Terminal building <br /> (4) Each sectionalized trench <br /> i individually drained by <br /> Outflow underground piping <br /> FIGURE A.5.1.2(b) Example of Ramp Drainage Using an Open-Grate Drainage Trench. <br /> A.6.2.5 The source of uncontaminated air is normally from the bumper assembly should be fastened in a manner repre- <br /> the airport terminal building. sentative of end-use application. To the edge of the other <br /> frame,a sheet of 1/2 in. (13 mm) thick steel having dimensions <br /> A.6.2.6 Aircraft loading walkways can be used for a return air such that there is a minimum of 6 in. (150 mm) of steel ex- <br /> plenum as part of a system that provides ventilation for the tending past the bumper assembly in all directions should be <br /> aircraft.This system can create a positive or negative pressure fastened to the steel studs.The steel plate is used to simulate <br /> in the walkway during normal operation and might use air <br /> from the ramp for make-up.Systems of this type,as well as any the aircraft sidewall. The two frames are brought together <br /> such that the bumper assembly is placed in firm contact with <br /> exhaust fans on the walkway,are therefore to be automatically <br /> shut down in the event of a fire emergency outlined in 6.1.1. the simulated aircraft sidewall and the two frames are fastened <br /> together.This unit becomes the test assembly and is placed on <br /> A.6.2.8 Bumpers,curtains,and canopies are essential elements the test furnace for the fire exposure period. (See Figure <br /> necessary to ensure the fire performance of the walkway's system A.6.4.9.1 for a sketch of the test assembly.) <br /> to provide a safe egress path in the event of a spill fire on the <br /> ramp.Many users view the canopies and curtains as weather pro- <br /> tection devices and not essential fire safety devices. Because of <br /> the physical variations in airframe fuselage shapes,it is not pos- Unexposed face <br /> sible to achieve 100 percent contact of bumpers and canopies 1/2 in.(13 mm)thick steel plate <br /> against all aircraft fuselages. <br /> Typical steel stud frame <br /> A.6.2.11 Most loading walkways can change elevation to serve 11 11 <br /> a variety of aircraft.The slope of the walking surfaces changes I I I l l I 11 11 I <br /> as the loading walkway is adjusted to serve various aircraft. <br /> Therefore it is not practical to limit the slope of the overall <br /> walking surface. Slopes of 1 in 20 and less are considered a Bumper assembly <br /> level surface in most accessibility standards. This means the 1/2 in.(13 mm)Type X gypsum board <br /> transitions between telescoping sections of the loading walk- <br /> ways will not subject users to a ramp within a ramp when the Exposed face <br /> loading walkway is not level. <br /> FIGURE A.6.4.9.1 Proposed Method for Testing of Bumper <br /> A.6.4.5.3 The 10-minute fire endurance test period specified Assemblies. <br /> is to give those conducting the tests a better opportunity to <br /> discriminate between different test samples. <br /> A.6.4.9.1 A suggested test configuration is to construct two A.6.5.1 The design of automatic actuation equipment should <br /> steel stud frames of suitable size to cover the test furnace when take into consideration the possibility of heat or pressure sources <br /> lying side-by-side and flat.On the exposed face of each frame, that could exist in the areas where these systems are installed <br /> one layer of 1h in. (13 mm) Type X gypsum board should be (e.g.,operation of turbine engines in the vicinity, heat-creating <br /> fastened to the steel stud framing.To the edge of one frame, equipment on the ramp,hot air curtains at terminal openings). <br /> 2008 Edition <br />
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