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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:
Required Sections of
Roof System i the Permit Application
Form
Low Slope Application
Prescriptive BUR-RAS 150
.._,� ;Asphaltic Shingles
Concrete or Clay Tile
Metal Roofs
Wood Shingles and
'Shakes
Other
A,B,C
A,B,C
A,B,D
A,B,D,E
A,B,D
A,B,D -
As Applicable
Attachments Required
See List Below
1,2,3,4,5,6,7
- 2,4,5,6,7-
ATTACHMENTS REQUIRED As Applicable):
1, Fire Directory Listing Page
1,2,3,4,5,6,7
2. 1 From Product Approval: }
Front Page
Specific System Description
1 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. 1 Municipal Permit Application
6 Owners Notification for Roofing Considerations (Reroofing Only)
7. i Any Required Roof Testing/Calculation Documentation
Form RoofinfoFeb21 Rev Feb 18, 2021
Section A (General Information)
Master Permit No.
Process No.
Contractors Name: t V S �v`S v v�'i license # k/unbl'` O
Job Address 1d i 4 `° t 1 Q° 6CLIW 6 1 i! 1, cJ"d 151�
ROOF CATEGORY
❑ Low Slope
❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tiles
Asphaltic Shingles
❑ Metal Panel/Shingles ❑Wood Shingles/Shakes
❑ Prescriptive BUR-RAS 150
ROOF ROOF TYPE.
❑ New roof ❑ Repair
❑ Maintenance Yeroofing ❑ Recovering
ROOF SYSTEM INFORMATION
Low Slope Roof Area (SF)
Steep Sloped Roof Area (SF) 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 elevated pressure zones and location of parapets.
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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 M
Base Sheet(s) & No. of Ply(s):_
Base Sheet Fastener/Bonding
Ply Sheet(s)' & No. of Ply(s}:
Ply Sheet Fastener/Bondin Material:
Top Ply:
Top Ply Fastener/Bonding Material:
Surfacing:
Fastener Spacing for Anchor/Base Sheet Attachment:
Zone 1':_"
oc @ Lap, # Rows @ ° oc
Zone 1:—"
oc @ Lap, # Rows @ "oc
Zone 2:_"
oc @ Lap, # Rows @ "oc
Zone 3:—."
oc @ Lap, # Rows--- /@ "oc
Number of Fasteners Per In ion Board:
Zone 1': Zone 1: Zone 2: Zone 3:
Illustrate Compone s Noted and Details as Applicable:
Woodblocking, utter, Edge Termination, Stripping,
Flashing, Con . uous Cleat, Cant Strip, Base Flashing,
Counterflas 'ng, Coping, Etc..,
Indicate: can Roof Height, Parapet Height, Height of Base
Flashin , Component Material, Material' Thickness, Fastener
Type astener Spacing or Submit Manufacturers Details that
Co ply with RAS 1 11 and Chapter 16.
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Section D (Steep Slope Roof System)
Roof System Manufacturer:
Notice of Acceptance Number:
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations):
Zone 1JV6-LZone 2e: Zone 2n: Zone 2r: Zone 3e: Zone 3r:
Deck Type:
R Slope: S pe: Type Underlayment: `� S �todl�,�ed 1 1 V � V 4- 1
12 Insulation: 1
Fire Barrier: �-
Ridge Ventilation? Fastener Type &Spacing:
Adhesive Type: JA I
Type Gap Sheet: O f k
—a
Mean Roof Height: 1.►S Roof Covering: � � �C� I }�y 5h I
Tj
Type & Size Drip (�
Edge:
u
--- 3X3
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S „A W +,2i' C 3 E
Section E (Tile Calculations)
For Moment based tile 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 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 : x X _ -) -, Mg; = Mrt Product Approval Mi
(Zone 2e: x ),-= _) - Mg: = M28 Product Approval Mf
(Zone 2n: x _ _) - Mg: = Mom, Product Approval Mf
(Zone 2r: x _ _} - Mg: = Me Product Approval Mf
(Zone 3e: x _ - Mg: = Mr3,, Product Approval Mf
(Zone 3r: x _ M9 = Mgr 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' i 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 30.1 316 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 the 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 the 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 =Fr2e Product Approval F'
(Zone 2n: x L =x W:= ) -W: cos r =Fr2 Product Approval F'
(Zone 2r: x L =x W:= ) -W: cos r =Fr2r Product Approval F'
(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 F'
Where to Obtain Information
Description
Symbol
Where to find
From applicable table in RAS 127 or by an engineering analysis
Design Pressure
Zones 1, 2e, 2n, 2r, 3e, 3r
prepared by PE based on ASCE 7
Mean Roof Height
H
Job Site
Roof Slope
8
Job Site
Aerodynamic Multiplier
a
Product Approval
-- - ----- - -----
Restoring Moment due to Gravity I
Mg
Product Approval
-
Attachment Resistance
- -
Mf
- -ova
Product Approval
Required Moment Resistance
Mg
Calculated
Minimum Attachment Resistance
F'
Product Approval
Required Uplift Resistance
y-
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.