Unless otherwise expressly stated, the following words and terms shall, for the purposes of this code, have the meanings indicated in this chapter




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Florida Building Code Edition 2002

High Velocity Hurricane Zone Uniform Permit Application Form.


Section E (Tile Calculations)

For Moment based tile systems, choose either Method 1 or 2. Compared the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable.


Method 1 “Moment Based Tile Calculations Per RAS 127”

(P1:_______ x l_______= _______) – Mg: _______ = Mr1 _______ NOA Mf _______

(P2:_______ x l _______= _______) – Mg: _______ = Mr2_______ NOA Mf _______

(P3:_______ x l _______= _______) – Mg: _______ = Mr3_______ NOA Mf _______


Method 2 “Simplified Tile Calculation Per Table Below”

Required Moment of Resistance (Mr) From Table Below _________ NOA Mf _____

Mr Required Moment Resistance*


Mean Roof Height

Roof Slope


15’


20’


25’


30’


40’

2:12

34.4

36.5

38.2

39.7

42.2

3:12

32.2

34.4

36.0

37.4

39.8

4:12

30.4

32.2

33.8

35.1

37.3

5:12

28.4

30.1

31.6

32.8

34.9

6:12

26.4

28.0

29.4

30.5

32.4

7:12

24.4

25.9

27.1

28.2

30.0
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