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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 Cade - 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, B, C
A, B, C
A, B, D
A, B, D, E
A, B, D
A, 8, D
As Applicable
Attachments Required
See List Below
1,2,3,4,5,6,7
2,4,5,6,7
1,2,4,5,6,7
1,2,3,4,5,6,7
1,2,3,4,5,E;T
1 A4S,6,7
1,2,3,4,5,6,7
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
Form RooflnfoFeb21 Rev Feb 18, 2021
ST. LUCIE °VORKS
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.:
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:
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 Sheets) & 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:
Fastener Spacing for Anchor/Base Sheet Attachment:
Zone 1':_"
oc @ Lap, # Rows_ @ _• oo
Zone 1:."
oc @ Lap, # Rows _ @ _" oo
Zone 2:_"
oc @ Lap, # Rows _ @ _ • oo
Zone 3:_"
oc @ Lap, # Rows_ @ _" oo
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,
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.,
Section D (Steep Slope Roof System)
Roof system Manufacturer: BORAL BARCELONA 900
Notice of Acceptance Number: NOA#18-0509.15
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations):
Zone 1: -57 Zone 2e: 101 Zone 2n:_Zone 2r.-N 7one 3e: -128 Zone 3r,
Deck Type: PLYWOOD
Roof Slope: Type Underleyment PEEL 8 STICK POLVGLASS MTS TUMAX FL#5259.1
8 12
Insulation:
Fire Barrier:
Ridge Ventilation? Fastener Type& Spacing: 6'FIELn R'PERIMETER, 6�RING SHgNKNAILS
Adheshe Type: .
Type Cap Sheet
Mean RooPHeighl: 15' FT Roof Covering TILE
Type 8, 8,
m
Edna:
ST. LUCIE JORKS
1
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. lithe Mfvalues
are greater than or equal to the Mfvalues, for each area of the roof, then the tile attachment method is acceptable.
Method 1'Moment Based Tile Calculations Per RAS 12T
(Zone 1: xA= �O C._ -. f�-r,yl 3� Product Approval M�
(Zone 2e: x7,j,,gJ_15U- Mg: I.nIssis Product Approval MrLOO
(Zone 2n: __xl = _I_Mg: _=M_ Product Approval Mf
(Zone 2r: 4a 1 I $�-fI rj=M� Product Approval Mf kAO
(Zone 3e: (Qxk =,�U_MB7J7=%11 Product Approval Mfli2D
(Zone 3r.-x)._---1- Mg: -=M,y_ Product Approval Mf
Method 2 "Simplified Tile Calculations Per Table Below"
Required Moment of Resistance lM.l Frnm T=tile peu.... „__...�.__. ...
M, 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
-Must he uccd in
24.4
25.9
27.1
28.2
30.0
.. ............................. „,u.na,. uaseu u,e systems
• For Uplift based tile systems use Method 3. Compare the values for F' with the values for F, If the F'values are greater than or
equal to the F,values, for each area of the roof, then the tile attachment method is acceptable.
Method 3 "Uplift Based Tile Calculations Per RA512T
(Zone 1: _x L= x W:=_) -W; cos r= F,r_ Product Approval F'
(Zone 2e: _x L=xW:=j-W cos r=F,i,_ Product Approval F'
(Zone 2n: _x LxW:=J-W; cos r=F,z" Product Approval F'
(Zone 2r: _x L_ x W:=_) -W: cos r= Fa,_ Product Approval F'
(Zone 3e: _x L_=xW:=-W: cos r_ F,.ae_ Product Approval F'
(Zone3r:_x L=xW:= _W:_Cos r=Fm,_ Product Approval F'
Where to Obtain Information
Description
Symbol
WheretoflM
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
lob Site
Roofslope
0
Job Site
Aerodynamic Multiplier
Product Approval
Rertodng Moment due W Gravity
Mr
Product Approval
Attachment Resistance
Mf
Product Approval
Required Moment Resistance
Me
Calculated
Minimum Attachment Resistance
F'
Product Approval
Required Uplift Resistance
F,
Calculated
Average Tile Weight
W
Product Approval
Tile Dimensions
L=length W=width
Protluc[Appfoval
All calculations must be submitted to the builtling oRidal at the time of permit application.