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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
1,2,3,4,5,6,7
Prescriptive BUR-RAS 150
A, B, C
2,4,5,6,7
Asphaltic Shingles
A, B, D
1,2,4,5,6,7
Concrete or Clay Tile
A, B, D, E
1,2,3,4,5,6,7
Metal Roofs
A, B, D
1,2,3,4,5,6,7
Woo Ing es and
Shakes
A, B, D
IA4,5,6,7
Other
As Applicable
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 WORKS
Section A (General Information)
Master Permit No.
Process No.
Contractors Name: Sunrise City CHDO Inc License# CCC1327208
Job Address 8505 PENNY LN Fort Pierce, FL 34951
Low Slope
Asphaltic Shingles
❑ New roof ❑ Repair
Low Slope Roof Area (SF)
ROOF CATEGORY
❑ Mechanically Fastened Tile
�✓ Metal Panel/Shingles
❑ Mortar/Adhesive Set Tiles
❑Wood Shingles/Shakes
❑ Prescriptive BUR-RAS 150
ROOF ROOF TYPE.
❑ Maintenance FV(1 Reroofing
ROOF SYSTEM INFORMATION
Steep Sloped Roof Area (SF) 1839
❑ Recovering
Total (SF) 1839
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
S ction C (Low Slope Roof)
Fill specific roof assembly components and identify
manu cturer
(If a co onent is not used, identify as "NA")
System M ufacturer:
Product Appro�k@l No.:
Design Wind Pressurx
Zone 1': Zone 1:
Max. Design Pressure,
system:
Deck
Ty
From RAS 128 Or Calculations:
Zone 2: Zone 3:
ki the specific product approval
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 Mate
Base Sheet(s) & No. of Ply(s):
Base Sheet Fastener/Bonding aterial:
Ply Sheet(s)' & No. of
Ply Sheet Fastener/B)
Top Ply:
�I s):
nding Material:
Top Ply F,)Oener/Bonding Material:
Surfacing:
Fastener Spacing
nt:
for Anchor/Base Shee0.,
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:
Zone 1': Zone 1: Zone 2: Zone 3:
Illustrate Components N ted and Details as Applicable:
Woodblocking, Gutt r, Edge Termination, Stripping,
Flashing, Continuos Cleat, Cant Strip, Base Flashing,
Counterf lashing, oping, Etc.,
Indicate: Mean oof Height, Parapet Height, Height of Base
Flashing, Co ponent Material, Material' Thickness, Fastener
Type, Fast her Spacing or Submit Manufacturers Details that
Comply ith RAS 111 and Chapter 16..
FT.
FT.
Parapet
Height
Mean
Roof
Height
ST. LUCIE WORKS
Section D (Steep Slope Roof System)
Roof System Manufacturer: Atlantic Metal
Notice of Acceptance Number:
FL17796
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations):
Zone 1:-47.8 Zone 2e: -47.8 Zone 2n:-76.0 Zone 2r:-76.0 Zone 3e:-81.7 Zone 3r:
Deck Type: Plywood
Type Underlayment: Peel N Stick
Roof Slope,
4 12
Insulation: None
Fire Barrier: None
Ridge Ventilation? yes Fastener Type &Spacing: 78D4 Ring Shank 6"OC
Adhesive Type: N/A
Type Cap Sheet: N/A _ I
Mean Roof Height: 1 0' I Roof Covering: 5v Metal
Type & Size Drip 13"x 3" Aluminum
Edge:
LUCIE 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
e greater than or equal to the Mrvalues, for each area of the roof, then the tile attachment methoeptable.
Method 1'Moment Based Tile Calculations Per RAS 12T
(Zone 1: x _ _J - Mg• = Mrj Product Approval Mi
(Zone 2e: x ? = ) - Mg: = M,a Product Approval Mf
(Zone 2n: x _ _) - Mg:
= Mom,
Product
(Zone 2r: x _ ) - Mg:
= M
Product A
one 3e: x _ - M9
= Mrs
/rova
Product
ne 3r: _ ----� - M9
= Mrar
Product AMethod
2 "Simplified Tile
Calculations
Per Table Be
Required Moment of esistance (Mr) From Table Below
Product
Approval Mf
Mr required Moment Resistance*
Mean Roof Height Roof lope
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
.4
28.0
29 4
30.5
32.4
7:12
24.
25.9
A.1
28.2
30.0
*Must be used in conjunction with a list o mon
• For Uplift based tile systems use Method 3. Cc
equal to the
Fr values, for each area of the rocq
Method 3 "
(Zone 1:
x L =x W:= ) -W:_
(Zone 2e:
x L =x W:= ) -W:_
(Zone 2n:
x L =x W:= ) -W:_
(Zone 2r:
x L =x W:= ) -W:_
(Zone 3e:
x L =x W:= ) -W:_
(Zone 3r:
x L =x W:= ) -W:1
ent based tile sy ems
npare the valu s for F' with the values for Fr If the F' values are greater than or
then the tile ttachment method is acceptable.
lift Base Tile Calculations Per RAS 12T
cos =Fr1 Product Approval F'
s r =Free Product Approval F'
c r =Fr2n Product Approval F'
cos =Fr2r Product Approval F'
cos r =Fr3e Product Approval F'
cos r =Fr3r Product Approval F'
Where to Obtain Infor ation
Description
Symbol
Where to find
Design Pressure
Zo es 1, 2e, 2n, 2r, 3e, 3r
From apple ble table in RAS 127 or by an engineering analysis
prepared by based on ASCE 7
Mean Roof Height
H
Job Site
Roof Slope
6
Job Site
Aerodynamic Multiplier
a
Product Approval
Restoring Moment due to Gravi
Mg
Product Approval
Attachment Resistance
Mf
Product Approval
Required Moment Resista a
Mg
Calculated
Minimum Attachment sistance
F'
Product Approval
Required Uplift Resis nce
Fr
Calculated
Average Tile Weig
W
Product Approval
Tile Dimensions
L = length W = width
Product Approval
All calculatio94ust be submitted to the building official at the time of permit application.