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,JT. LUCIE.,.
ST LUCIE COUNTY ROOFING PERMIT INFORMATION SHEET
.2
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
Low Slope Application
Prescriptive BUR-RAS 150
Asphaltic Shingles
Concrete or Clay Tile
Metal Roofs
[Wood Shingles and
Shakes
Other
Required Sections of
the Permit Application
Form
A, BY C
A.P B, C
Al B D
A, B, D, E
-- A, B D
A, B, D
As Applicable
Attachments Required
See List Below
ATTACHMENTS REQUIRED As Applicable):
112,13i4s51617
214y5fi,7
111294s596,7
11213,415s617
1121314p51617-
112j4151617
112s31415t6p7
1. Fire Directory Listing Page
2. From Product Approval:
Front Rage
Specific System Description
Specific System Limitations
General Limitations
Applicable Detail Drawings
3. Design Calculation$. per Chapter 16, or if applicable, RAS 127 or RAS 128
4. � Other Component of Product Approval
5.
6.
Municipal Permit Application
Owners Notification for Roofing Considerations (Reroofing Only)
Any Required Roof Testing/Calculation Documentation
a µ
Form RovflnfoFeb21 Rev Feb 1$, 2021
T • *
7
Maser Permit No.
Contractors Name: '.
Job Addres
❑ Lpw Slope
EYA�sphaltic Shingles
El New roof
❑ Repair
Low Slope Roof Area (SF)
Section A (General information)
ti
License #
• O;f %
ROOF CATEGORY
El Mechanically Fastened Tide
0 Metal Panel/Shingles
Process No..
D Mortar/Adhesive Set Tiles
DWood Shingles/Shakes
El Prescriptive BUR-RAS 150
Roos ROOF TYPE.
D Maintenance ET Reroofing
. ROOF SYSTEM INFORMATION
Steep Sloped Roof Area (SP)4
❑ Recovering
Total (SF)
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 a1evat-.'.-?d pressure zones and location of parapets.
Re
bL
%ew' TU L U C I E
Section C thaw 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.:
Design Wind Pressures, From RAS 128 Or Calculations:
Zone 1': Zone 1: Zane 2: Zone 3:
Max. Design Pressure, from the specific product approval
system:
Deck:
Type:
Gauge Thickness:
Slope-
Anchor/Base Sheet & No. df Ply(s):
Anchor/Base Sheet Fastener/Bonding Material:
Insulation Base Layer:
Base Insultation Size and Thickness:
Base Insulation Fastener/Bonding Material:
Top Insulation Layer:
Top Insulation Size and Thickness:
Top Insulation Fastener/Bonding Material:
Base Sheet(s) & No. of Ply(s):
Base Sheet Fastener/Bonding Material:
Ply Sheet(s)'& No. of Ply(s): '
Ply Sheep Fastener/Bonding Material:
Top Ply:
Top Ply Fastener/Bonding Material:
Surfacing:
Fastener Spacing for Anchor/Base Sheet Attachment:
Zone
V 4
11oc @
Lap,
Bogus
@ " cc
Zone
If oc @
Lap, #
Rows
@ 73 0C
Zone
2:
@
Lap,, ##
Rovers
@ �73 C
Zone
3 :
LapF#
Roves
@T 1 0C
Number of Fasteners Per Insulation Board:
Zone V:
Zone 1:
Zone 2:
Zone I
Illustrate Components Noted and Details as Applicable:
1Noodbiocking, Gutter,, Edge Termination, Stripping,
Flashing, Continuous Cleat, Cant Strip, Base Flashing,
Counterf lashing, 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 166 .
STM L - - C. I
E.�
;
AL
Section D (Steep Slope Roof System)
Roof System Manufacturer: �! '�.� �'
Notice of Acceptance Number:
'_C' a J7,
& U1
1 45
Minimum Design Wind Pressures., if Applicable (From RAS 127 or Calculations): Ir
.Zone 1: Zone 2e.- Zone 2n: Zone Zr: Zone 3e: Zone 3r:
'Roof Slope:
12
Deck Type:
Type Underfaymentaw 1Trj 1
{
Fire Barrier:
Ridge Ventilation?
Ivej
Mean Roof Height: J; 4 �-4-A'
e
Sri{g��r eeG'Vc�/_�4 %lJ2,�
Fastener Type & Spacing: Al/
i
Adhesive Type:
Type Cap Sheet:
Roof Covering:
/V i
\ Type & Size Drip x
Edge: --
1
..
Iq
Sur -r--PA74
UCIE
�P1
Section E (Tile Calculations)
For Moment pased file systems, choose either Method 1 or 2. Compare the values for M, with the values from Mf. If the Mf values
are greater than or equal to the MrWalues, for each area of the Loaf, then the fife attachment method is acceptable.
(Zone
1:
(Zone
2e:
(Zone
2n:
(Zone
2r:
(Zone
3e:
Method lWoment Based Tile Calculations Per RAS 12T
.J
x X fig; mri Product Approval Mi
_ x X = � -Mq: - mr9t, Product Approval Mf
x 1�
x
xx
Mg:
-M: Mar
- Mg: Mr3e
Product Approval Mf
Product Approval Mt
Product Approval Mf,-.-
(Zone 3r: X At ..... IvI9�-=iviTar - Product Approval Mt
Method 2 "Simplified Tile Calculations Per Table Below"
Required Moment of Resistance (M,) From Table Below Product Approval Mr
Mr required Moment Resistance*
Mean Roof Height Roof Slope � is,' 2025' I 30' 40'
2:12 � 34.4 36.5 38.2 _ 39.7 42.2
3:12 - 32.2 I 34.4 36.0 -1- 37.4 39.8
4
44-12 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
file systems
• For Uplift
based file systems use
Method 3. Compare the
values for F` with
the values for Fr if the P values are greater than or
equal
to the
Fr values,
for each area of the roof, then the file attachment method is acceptable.
Method 3 "Uplift Based Tile Calculations
Per RAS 12T
{Zone
1.-
x L
=x W:=
) -W: cos r_
=Fri
Product Approval
F'
(Zone
2e:
x L �
=x W:=
) -W: cos r
=Frze
Product Approval
P
(Zone
2n:
x L
=x W:=
) -W: cos r
F r2n
Product Approval
P
(Zone
2r.It
x L
=x W:=
-W: cos r
=Frzr
Product Approval
V
(Zone
3e:
x L
=x W:=
} -W: cos r
=Fr3e
Product Approval
F
(Zone
3r:
x L
=x W:=
} -W: cos r
=Fr3r
Product Approval
V
Description
Design Pressure
Mean Roof Height
Roof Slope
Aerodynamic Multiplier
Restoring Moment due to Gravity
Attachment Resistance
Required Moment Resistance
Minimum Attachment Resistance
Required lift Resistance
Average Tide Weight
Tile Dimensions
Where to Obtain Information
Symbol
From aniflicable table in RAS 127 or by are engineeriniz analysis
Zones 1, 2e, 2n, fir, fie, 3r
prepared E based on ASS
H Job Site
M
Mf
Mg
V
Fr
W
L = length W =width
Job Site
Product Approval
Product Approval
Product Approval
Calculated
Product Approval
Calculated
Product Approval
Product Approval
All calculations must be submitted to the building official at the time of permit application.
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