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Florida Building Code 5th Edition (2014)
High-Velocity Hurricane Zone Uniform Permit Application Form
Section D (Steep Sloped Roof System)
d
Roof-System Manufacturer:
Notice of Acceptance Number:
Minimum Design Wind Pressures, If Applicable(From RAS 127 or Calculations):
PI: �� P2•� P3: I1 L �
Maximum Design Pressure8
From the NOA Specific System):_
`
Method of tile attachment:
�U�I(i co FH�Tir�Yt���f�ATit���'11ef� THESE
c _ , - ^ it HE PLA NS AND ALL PROPOSED WOR
A�� To1cF'C5p0N'S lLil` �:� I�t� ARE SUBJECT TO ANY CORRECTIONS
Cd � CTd�or r(Steep Sloped Roof System DeSCr"Gri by FIELD INSPECTORS THAT
11 MAY BE NECESSARY IN ORDER TO
COh1PLY WITH ALL APPLICABLE CODES.
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Deck Type:
i
ype Underlay ent:
Roof Slope: � .�
nsulation:
: 12 ' L
s�
Fire Barr err: A �
Ridge Ventilation? astener Type&Spacing'
412 #"
dhesive Type 11 Ar I
low 4�_ xella��el
ype Cap Sheet: j� ����/a� /l .`
oof Covering: �+
Mean Roof Height: / 1 J� � v hF
Type&Size Drip
Edge: O,
l �
ST.LUCI£COL-.-TY L-11�G DIVNION I �'
REVIEWED FOR C LIAN E
DATE
PLANS AN PE!t: NUTS. BE IaPT ON JOB ®� ��®►-&�l
OR NO INSPECTION WILL BE MADE.
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Florida Building Code Sth Edition (2014)
High-Velocity Hurricane Zone Uniform Permit Application Form
Section E (Tile Calculations)
For Moment based the systems,choose either Method 1 or 2.Compared the values
for Mrwith the values from MH If the Mr values are greater th Ian or equal to the Mr
values,for each area of the roof,then the the attachment method is acceptable.
MetJlod 1 ",manient Based a Calculla io/s Per RAS 1277
(Pt: z xN G s j4��4_`�,�, —Mg: =1V�i j NOA 11�
(P2: z �_�llJ> Mg: NOA Mr
(Pa: z _ Mg: _ o NOA r4
Method 2"Simpllified Tile Calculation Per Table Below"
Required Moment of Resistance(Mr)From Table Below NOA K
d
Mr Required Moment Resistance`
Mean Height --
Roof Slope 15' 20' 2V 1301 40'
2 34A 36.5 139.7
32.2 34.4 ! .0
2 30 37.3
5:128A 30.1 131.6 !32.8 34.9
6,12 26.4 28. nA 1 3
:122A.4 25.9 127.1 128.2 30.0
Must be used in conjunction with a list of moment based the systems endorsed by the
Broward County Board of Rules and Appeals.
For Uplift based the systems use Method 3. Compared the values for F with the
values for Fr If the F' values are greater than or equal to the Fr values,for each
area-of the roof,then the the attachment method is acceptable.'
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Method 3"Uplift Based Tile Calculations Per RAS 127"
(Pt:_zl:,=_z w:-_)—W:,z Cos 9:�= Frli: NOAF`
(P2:_zl:_=_.z w:=_)—W:TzcosO:_,= Fri:_ NOAF`
(P3:_zl:l=_z w:=T)—W:—zedsO:_= Fig:_ NOAF'
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Where to Obtain Informati"on J
Description S bol Where to find
Design Pressure P 1 or F2 or P3 RAS 127 Table 1 or by as engineering aostyais p i patzd by PE based on ASCE
Mean Roof Height H Job Site
Roof Slope g Job Site I
Aerodynamic tier NOA
Resborina Moment due to Gravity M NOA {
AttaehmentReaistance Mf NOA q J
Momeai R eaistance M, Calculated
]vlimanimAuachmeutIsxdstance F NOA
Requhrd Uplift Resistance F, Calculated q
Avers eTi1cW' t NOA ' 1
Tile Dimensions 1=length OA
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All calculations must be submitted to the Building Official at the time of7permit application,
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