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96-5995
Zephyrhills
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1996
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96-5995
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Last modified
3/4/2009 2:50:20 PM
Creation date
7/19/2006 7:15:26 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
96-5995
Building Department - Name
GEBHART CONST
Address
38712 EVELYN LN
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<br /> MAXIMUM ROOF BEAM SPANS <br /> IN DECIMAL FEET <br /> / SCREEN ROOF I SCREEN WALLS EXAMPLE: <br /> WIND 110 MPH DEFLECTION Ll60 POOL ENCLOSURE <br /> . - " - - <br /> < -----------1 COLUMN USED 1---------- > <br /> 8 'WALL <br /> ROOF (F) (G) (H) (i) (J) (K) (L) (M) (N) <br /> BEAM SPACING 2x3 2x3 2x4 2x4 2x4 2x6 2x7 2x8 2x9 <br /> USED PB SMS PB SMS 5MB 5MB 5MB 5MB 5MB <br />. <br /> 4'.0' 18.42 19.08 19.25 19.25 19.25 19.25 19,25 19.25 19,25 <br /> (H) 5'-0' 17.08 17.58 17.75 17.75 17.75 17.75 17.75 17.75 17.75 <br /> 2x4 6'-0' 16.08 16.58 16.75 16.58 16.75 16.75 16.75 16.75 16.75 <br /> PB 7'-0' 15.25 15.58 15.75 15,75 15.75 15.75 15.75 15,75 15.75 <br /> ~il'-O' 14,58 14.92 15.08 15.08 15.08 15.08 15.08 15.08 15.08 <br /> 11'-0' 13.92 14.42 14.42 14.42 14.42 14.42 14.42 14.42 14.42 <br /> 4'-0' 21.08 21.75 21.92 21.75 23.42 23.42 23.42 23.42 23.42 <br /> (J) 5'-0' 20.08 20.08 20.25 20.08 21.58 21.58 21.58 21.58 21.58 <br /> 2x4 6'-0' 18.42 18.75 18.92 18.92 20.25 20.25 20.25 20.25 20.25 <br /> 5MB 7'-0' 17.42 17.92 17.92 17.92 19.08 19.08 19.08 19.08 19.08 <br /> 8'-0' 16.75 17.08 17.08 17.08 18,25 18.25 18.25 18.25 18.25 <br /> 9'-0' 16.08 16.42 16.42 16.4 2 17.42 17.42 17.42 17.42 17.42 <br /> 4'-0' 28.08 28.58 28.75 28.58 29.92 31.92 31,92 31.92 31.92 <br /> (K) 5'-0' 26,08 26.42 26,58 26.58 27.58 29.25 29.25 29.25 29.25 <br /> 2X6 6'-0' 24.58 24.92 24.92 24.92 25.92 27.42 27.42 27.42 27.42 <br /> 5MB 7'.0' 23.25 23.58 23,75 23,58 24.42 25.92 25.92 25.92 25,92 <br /> 8'-0' 22,25 22.58 22.58 22.58 23.42 24.58 24.58 24.58 24.58 <br />. 9'.0' 21.42 21.58 21.75 21.75 22.42 23.58 23.58 23.58 23,58 <br />. 4'-0' 31.58 32.08 32.08 32.08 33,08 34,92 35,92 35.92 35,92 <br />. (L) 5'-0' 29.42 29.58 29.75 29.75 30.58 32.25 33.08 33.08 33.08 <br /> 2x7 6'-0' 27.58 27.92 27,92 27.92 28.75 30.08 30.92 30,92 30,92 <br /> 5MB 7'-0' 26.25 26.42 26.58 26,58 27.25 28.42 29.25 29.25 29.25 <br /> 8'-0' 25.08 25.25 25.42 25.42 26.08 27.08 27.75 27.75 27,75 <br /> 9'-0' 23.92 24.25 24.25 24.25 24.92 26.08 26.58 26.58 26.58 <br /> 4'-0' 38.25 38.58 38.58 38.58 39.42 40.92 41.75 44.25 44,25 <br /> (M) 5'.0' 35.42 35.75 35.75 35.75 36.58 37.75 38.58 40.75 40.75 <br /> 2x8 6'-0' 33.42 33.58 33.75 33.58 34,25 35.42 36.08 37.92 37.92 <br /> 5MB 7'-0' 31.75 31.92 31.92 31.92 32.58 33.58 34.08 35,92 35.92 <br /> 8'-0' 30,25 30,58 30,58 30,58 31.08 32,08 32.58 34.08 34.08 <br /> 9'-0' 29.08 29.25 29.42 29.42 29.92 30,75 31.25 32,75 32.75 <br /> 4'-0' 41.92 42.25 42.25 42.25 43.08 44.42 45.08 47.42 48.42 <br /> (N) 5'-0' 38.92 39.08 39.25 39.08 39.92 41.08 41.75 43.58 44.58 <br /> 2x9 6'-0' 36.58 36.75 36.92 36.75 37.42 38.42 39.08 40,75 41.58 <br /> 5MB 7'-0' 34.92 34.92 34.92 34.92 35,58 36.42 36.92 38.58 39.25 <br /> 8'.0' 33,25 33.42 33.42 33.42 33.92 34.75 35.25 36.75 37.42 <br /> 9'-0' 31.92 32.08 32.08 32.08 32.58 33.42 33.92 35.08 35.75 <br /> INTERPOLATiON BETWEEN VALUES IS PERMiSSiBLE <br />I ~ ALUMINUM STRUCTURES MASTER PLAN J <br />52 ~ ENGIt.EERiNG, INC. @ COPYRIGHT AL, INC, 1994 <br /> l"""r <br /> <br /> <br />It! <br />,~ <br />~~ <br />i <br />~ <br />~~ <br />.~~ <br />~ <br /> <br />':'r) <br />~:l <br />"-if <br />:!) <br />~l <br />"";' <br />~ <br />~ <br />:~ <br />~". <br />~ <br />I~ <br />a; <br />~'::-i) <br /> <br /> <br />~ <br />j <br />..1 <br />.- <br />~! <br />~ <br />:i <br />i <br />1 <br />~ <br />.~ <br />~ <br />~ <br />~ <br />1 <br /> <br />
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