Pressurization Unit

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    NUMBER OF FLOORS ( N ) = 4 FLOOR

    STAIRWELL WALL AREA = 139.4496FT

    2PER FLOOR

    EXTERIOR BUILDING WALL AREA = 18496.44FT

    2PER FLOOR

    OUTSIDE DESIGN TEMPERATURE = 115OF 574.67

    OR

    STAIRWELL DESIGN TEMPERATURE = 85OF 544.67

    OR

    Exterior building walls Tight N A/Aw 0.00021

    Average Y Average

    Loose N b

    Very lose N

    Stairwell walls Tight N A/Aw 0.00011

    Average Y AverageLoose N b

    STAIRWELL WALL HEIGHT = 12FT

    PER FLOOR

    THE

    FOR

    STAIR CASE PRESSURIZATION UNIT SOFTWA

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    880

    CFM

    DONE BY:EngineerHasan Kayed

    MOUNT OF CFM

    EACH FLOOR:

    E

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    N: Numberof Floors = 4 Floor

    As : Stairwell Wall Area = 139.4496FT

    2PER FLOOR

    Aw: Exterior Building Wall Area = 18496.44FT

    2PER FLOOR

    To: Outside Design Temperature = 115 OF 574.67 O R

    Ts: Stairwell Design Temperature = 85OF 544.67

    OR

    Y: Stairwell Wall Height = 12FT

    PER FLOOR

    Max. design pressure differences when all stairwell doors are closed is 0.551 in of Water

    The minimum aloowable pressure differences is 0.052 in of Water.

    Using the leakage ratio for Table-1: Typical Leakage Areas for Walls and

    an exterior building wall of Floors of Commercial Buildings

    Average tightness from Wall Area Ratio

    the table: Construction Element Tightness A/Aw

    Abo = Aw x b Exterior building walls a-Tight 0.70x10-4

    = 3.88 FT 2 b-Average 0.21x10-3

    c-Loose 0.42x10-3

    Using the leakage ratio for d-Very loose 0.13x10-2

    stairwell wall of

    Average tightness from Stairwell walls a-Tight 0.14x10-4

    the table = As x b b-Average 0.11x10-3

    = 0.02FT

    2c-Loose 0.35x10

    -3

    The value of flow area between stairwell and building (per floor) equals the lekage area of the stairwell

    wall plus the gaps around the closed doors ( 0.26 FT2 ), Asb = 0.02 .+ 0.26

    = 0.28FT

    2

    The temperature factor B = 7.64 x ( 1/Ts - 1/To)= 0.00073 in.of Water

    The pressure difference at the stairwell bottom is selected as Psbb = 0.080 in. of Water to

    provide an extra degree of protection above the minimum allowable valueof0.052 in. of Water.

    The pressure difference from stairwell to building at stairwell top Psbt is calculated by the equation:

    Psbt = Psbb + [ ( B x Y x N ) / ( 1 + ( A sb / Abo )2

    ) ]

    = 0.115 in. of Water

    Thus, Psbt does not exceed the maximum aloowable pressure

    The flow rate Q of pressurization air is calculated from the equation:

    Q = 1740 x N x Asb x {[ (Psbt)3/2

    - (Psbb)3/2

    ] / [ (Psbt)- (Psbb)

    ]

    = 896 CFM

    224 04.075571 220 230 220

    305 05

    STAIR CASE PRESSURIZATION UNIT CALCULATIONS