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ST. LUCIE :.VORKS
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:
Systemicationj
of
redRoof
lope Application
ERequiredns
T
iptive BUR-RAS I
ltic Shingles
ete or Clay Tile
A, B, D, E
1,2,3,4A6,7
Metal Roofs
A, B, D
1,2,3,4,5,l
Wood Shingles and
Shakes
Other
As Applicable
12A4.U7
ATTACHMENTS REQUIRED As Annlirahlel•
tory Listing Page
duct Approval:age
12.
System Description
WCalculations
System Limitations
Limitationsle
Detail Drawingslculations
per Chapt=1AA1'111,
4.
Other Component of Product Approval
S.
Municipal Permit Application
6.
Owners Notification for Roofing Considerations (Reroofing Only)
7. 1
Any Required Roof Testing/Calculation Documentation
Form RooflnfoFebll Rev Feb 18, 2021
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
Design Wind Pressures, From RAS 128 Or Calculations:
Zone 1': _ Zone 1: _ Zone 2: _Zone 3: _
Max. Design Pressure, from the specific product approval
system:
Deck:
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 Sheet Fastener/Bonding Material:
Top Ply:
Top Ply Fastener/Bonding Material:
Surfacing
Fastener Spacing for Anchor/Base Sheet Attachment:
Zone 1':_"
oc @ Lap, # Rows_ ® _" oo
Zone 1:_"
oc @ Lap, # Rows _ ® _" ac
Zone 2:_"oc@
Lap, # Rows _®_"oc;
Zone 3:
" oc @ Lap, If Rows_ ® —'co
Number of Fasteners Per Insulation Board:
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,
Counterflashin& 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..
SOT. LUCIE WORKS
Section D (Steep Slope Roof System)
Roof system Manufarturer:.JA TAYLOR ROOFING 5V CRIMP
Notice of Acceptance Number: FL#17443.1
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations):
Zone 1: -57 Zone 2e: -57 Zone 2n:-9 1 Zone 2r; -91 Zone 3e:-91 Zone 3r:-128
Deck Type: I PLYWOOD
Roof SlopType Underfayment EEL & STICK-OWENS CORNING TITAN IUM-FL#11602.1
e:
4 12
Insulation:
Fire Barrier:
Ridge Ventilation? Fastener Type &. Spacing: Is" FIELD) d" PERIMETER, 8D RING SHANK NAILS
Ad hesive Type:
Type Cap Sheet:
Mean Roof Height: 15' FT Roof Covering; META L
Type & Sine Drip 2"x2°
Edge:
ST* LUCIE ,!10RKS
Section E (Tile Calculations)
For Moment based tile systems, choose either Method 1 or 2. Compare the values for Mr with the values from Mr. If the Mrvalues
are greater than or equal to the M,values, for each area of the roof, then the tile attachment method is acceptable.
Method 1'Moment Based Tile Calculations Per RA512T
(Zone _xx = _I_Mg:_-Me- Product Approval M,
(Zone 2a: _x7_= _1-Mg'_=My_ Product Approval Mr
(Zone 2n: _xl_= _)_ Mg; _=Me_ product Approval Mr
(Zone 2r: _x )6_= _1- Mg: _=M
�_ Product Approval Mr
(Zone 3e: _x)._= 1-Mg:_=M,p,_ Product Approval Mr.
(Zone 3r. _x)t_= _1- Mg` __Mfs_ Product Approval Mr
Method 2 "Simplified Tile Calculations Per Table Below"
Required Moment of Resistance (Mr) From Table Below Produ ctA
pproval Mr__
M, required Moment Resistance*
Mean Roof Height Roof Slope
15'
20'
25'
30'
44Y
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
*Mutt hn ucad i�
24.4
25.9
27.1
28.2
30.0
__.,-..-........... a .,rrrcnr oaseo niesystems
For Uplift based tile systems use Method 3. Compare the values for F'
with the values for Fr If the F'values
equal to the
Fryalues, for each area of the roof, then the the attachment
are greater than or
method is acceptable.
Method 3 "Uplift Based Tile Calculations
Per RAS 12T
(Zone 1:
x L= x W:=_) .W; cos r= F,n_
Product Approval F'
(Zone 2e:_x
L xW:=_I-W'_Cos r= F¢.
Product Approval P'
(Zone 2n:_x
L_=x W:=-W:_Cos r=Fan_
Product Approval F'
(Zone 2r:
_x L= x W:= --J -W: cos r_ Fa,_
Product Approval F'
(Zone 3e:
_xL=xW:=_J-W: cos r_F.
Product Approval F'
(Zone 3r_x
-W:_cos r=F,s,_
Product Approval F'
Where to Obtain Information
Description
Symbol
Wheretofind
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 Root Height
H
lob Site
Roof Slope
R
Job Site
Aerodynamic Multiplier
a
Product Approval
Restoring Moment due to Gravity
Mc
ProductApproval
Attachment Resistance
Mr
Product Approval
Required Moment Resistance
Mr
Calculated
Minimum Attachment Resistance
F'
Product Approval
Required Uplift Resistance
F.
Calculated
Average Tile Weight
I
Product Approval
Tile Dimensions
L=length W=width
ProductApproval
Al calculations must be submitted to the building official at the time of permit application.