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ST. LUCIE WORKS
ST LUCIE COUNTY ROOFING PERMIT INFORMATION SHEET
Florida Building Code 7th Edition (2020)
Based on Section 1525 of the Florida Building Code - Building
INSTRUCTION PAGE
COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING SHEET
APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED
BELOW:
Roof System
Required Sections of
the Permit Application
Form
Attachments Required
See List Below
Low Slope Application
A, B, C
12;3,57
Prescriptive BUR-RAS 150
A, B, C
2,4,5,6,7
Asphaltic Shingles
A, B, D
Concrete of Clay Tile
A, B, D, E
1t2e9AAPJ
Metal Roofs
A, B, D
Wood Shingles and
Shakes
A, B, D
i;2,45.6;7
Other
As Applicable
i;23;4;56
Form RooflnfoFeb21
ATTACHMENTS REQUIRED As Applicable):
1.
Fire Directory Listing Page
2.
From Product Approval:
Front Page
Specific System Description
Specific System Limitations
General Limitations
Applicable Detail Drawings
3.
Design Calculations per Chapter 16, or if applicable, RAS 127 or RAS 128
4.
Other Component of Product Approval
5.
Municipal Permit Application
•6.
Owners Notification for Roofing Considerations (Reroofing Only)
7.
Any Required Roof Testing/Calculation Documentation
REV7 EY�bR
CODE COMPLIANCE
Rev Feb 18, 2021 ST. LUCIE COUNTY
SOCC e.,
mE COPS'
ST. LUCIE WORKS
Section A (General Information)
Master Permit No. a'- 5� �' Process No.
I c
Contractors Name: VT(i4:Vla a A-( .�.! c—h���(i77GtJ tense # �C C 3,2 VQZO
Job Address �+ hf7 C �a 11 , CP �-
ROOF CATEGORY
0 Low Slope 13 Mechanically Fastened Tile 0 Mortar/Adhesive Set Tiles
,0 Asphaltic Shingles 191�lletal Panel/Shingles OWood Shingles/Shakes
El Prescriptive BUR-RAS 150
ROOF ROOF'TYPE
0 New roof 0 Repair 0 Maintenance *Reroofing E3 Recovering
ROOF SYSTEM INFORMATION _
Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) O Total (SF) SO
Section B (Roof Plan)
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains.
Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets.
` ST. LUCIE WORKS
Section C (Low Slope Roof)
Fill in specific roof assembly components and identify
manufacturer
(If a component is not used, identify as "NA")
System Manufacturer:
Product Approval No.:L
Design Wind Pressures, From RAS 128 Or Calculations:
Zone V73 one 1 �� Zone 2:—�Zone 3: ✓�
Max. Design Pressure, from the specific product approval
system:
Deck: (
Type: W o o /i
Gauge Thickness:
Slope: l 2-
Anchor/Base Sheet & No. df Ply(s): '
Anchor/Base Sheet Fasten er/B nding Material:
5 eIf 4- Ines / ve.
Insulation Base Layer: /-J //4-
Base Insultation Size and Thickness:
Base Insulation Fastener/Bonding Material:
Top Insulation Layer: /1
Top Insulation Size and Thickness:
Top Insulation.Fastener/Bonding Material:
Base Sheet(s) & No. of Ply(s): /
Base Sheet Fastener/Bonding aterial: --
S �. /-F " T U.C. / I/e --
Ply Sheet(s)' & No. of Ply(s):
Ply Sheet Fastener/Bonding Mater}ay: ,-
n F �t►c..l 4'e. C ) V��
Top Ply: '[' ]A- /dlrcA Tjpl
Surfacing: 1 A o ;, � 14
Fastener Spacing for Anchor/Base Sheet Attachment:
�rT
Zone 1':_._" oc @ Lap, # Rows
—
Zone 1:—." oc @ Lap, # Rows
Zone 2:_.._." oc @ Lap, # Rows
Zone 3:—" oc @ Lap, # Rows —
Number of Fasteners Per Insulation Board: /\f A_
Zone 1': Zone 1: Zone 2: Zone 3:
Illustrate Components Noted and Details as Applicable:
Woodblocking, Gutter, Edge Termination, Stripping,
Flashing, Continuous Cleat, Cant Strip, Base Flashing,
Counterflashing, Coping, Etc..
Indicate: Mean Roof Height, Parapet Height, Height of Base
Flashing, Component Material, Material' Thickness, Fastener
Type, Fastener Spacing or Submit Manufacturers Details that
Comply with RAS 111 and Chapter 16..
Top Ply Fastener/Bonding Material:
V-. bi G�
`ST.'LUCIE WORKS
Section D (Steep Slope Roof System)
Roof System Manufacturer:
Notice of Acceptance Number:
Minimum Design Wind �Pre-/s�sures, If Ap licable (From RAS 127 or Calculations):
Zone 1: c• crone 2er one 2nl-osZone 2r:bb Zone 3e: L0�Zone 3r:
QCC'l;'j(E3e
RiEige Ve. VIM � .
MathRoOtHelght 2
lnsiitatioiif ; � � .
&lreaCr► b L
aste�terTy� a& s ac> s s r� � � s 1yL
4Afts Typ ;
rAv. °ems 7yL.
T
YPC;a , Si>lee-
, v- �f .....
Rt�o��otrering:� �
ST. LUCRE WORKS
Section E (Tile Calculations)
For Moment based tile systems, choose either Method 1 or 2. Compare the values for Mr with the values from Mf. If the Mf values
are greater than or equal to the Mrvalues, for each area of the roof, then the tile attachment method is acceptable.
Method 1'Moment Based Tile Calculations Per RAS 12T
Zone 1:
Product Approval M,
(Zone 2e
X'
_ _:=
_
Product Approval Mf
(Zone 2n:
_X..:.
-
=_
Product Approval Mf.
(Zone 2r:
X:X.-.
==�
='!fir:
Product Approval Mf
(Zone 3e:
X1
= _-...}^NIT.
Product Approval'Mf
(Zone 3r:
`" -_ - M
F
Product Approval Mf
Method 2 "Simplified Tile Calculations Per Table Below"
Required Moment of Resistance (Mr) From Table Below Product Approval 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
*Must be used in conjunction with a list of moment based the systems
• For Uplift based tile systems use Method 3. Compare 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 tile attachment method is acceptable.
Method 3 "Uplift Based Tile Calculations Per RAS 12T
r
(Zone 1:
x L
=x W:= ) -W:
cos r_
(Zone 2e:
x L
=x W:=) -W:
cos r.
(Zone 2n:
x L
=x W ) -W:
cos r.
(Zone 2r:
x L
=x W:=) -W:
cos r.
(Zone 3e:
x L
=x W:=____j -W:
cos r
(Zone 3r:
x L
=x W:= ) -W:
cos r
=Fn
Product Approval F'
=Foz
Product Approval F'
=Fr2n
Product Approval F'
Fr2r
Product Approval F'
_=Fr3e
Product Approval F'
Fr3r
Product Approval F'
Where to Obtain Information
Description
Symbol
Where to find
Design Pressure
Zones 1, 2e, 2n, 2r, 3e, 3r
From applicable table in RAS 127 or by an engineering analysis
prepared by PE based on ASCE 7
Mean Roof Height
H
Job Site
Roof Slope
B
Job Site
Aerodynamic Multiplier
a I
Product Approval
Restoring Moment due to Gravity
Mg
Product Approval
Attachment Resistance
Mf
Product Approval
Required Moment Resistance
Mg
Calculated
Minimum Attachment Resistance
F'
Product Approval
Required Uplift Resistance
Fr
Calculated
Average Tile Weight
W
Product Approval
Tile Dimensions
L = length W = width
Product Approval
All calculations must be submitted to the building official at the time of
permit application.