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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
Wood Shingles and
Shakes
Other
A, B, D
1,2,4,5,6,7
1,2,3,4,5,6,7
As Applicable
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
Municipal Permit Application
5.
6.
Owners Notification for Roofing Considerations (Reroofing Only)
7.
Any Required Roof Testing/Calculation Documentation
Form RooflnfoFeb21 Rev Feb 18, 2021
5T. LUCI E
Master Permit No.
Contractors Name:
Section A (General Information)
Process No.
Jorge morel)
License # CCC 1330665
Job Address 314 S ERIE DR, Fort Price
® Low Slope
❑ Asphaltic Shingles
❑ New roof ❑ Repair
Low Slope Roof Area (SF) 7500
ROOF CATEGORY
❑ Mechanically Fastened Tile
❑ Metal Panel/Shingles
❑ Prescriptive BUR-RAS 15C
ROOF ROOF TYPE.
❑ Maintenance
ROOF SYSTEM INFORMATION
Steep Sloped Roof Area (SF)
❑ Mortar/Adhesive Set Tiles
❑Wood Shingles/Shakes
❑ Reroofing ❑ Recovering
Total (SF) 7500
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
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: GAF
Product Approval No.: 18-0919.12
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: Wood deck
Gauge Thickness: 518
Slope: 1/4 in 12
Anchor/Base Sheet & No. df Ply(s): GafGlass #80
Anchor/Base Sheet Fastener/Bonding Material:
Insulation Base Layer: N/A
Base Insultation Size and Thickness: N/A
Base Insulation Fastener/Bonding Material:
N/A
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': 6
" oc @ Lap, # Rows 3 @ 6 n oc
Zone 1:6
" oc @ Lap, # Rows 3 @ 6 " Or -
Zone 2: 3
" oc @ Lap, # Rows 11 @ 3 "oc
Zone 3: 3
" oc @ Lap, # Rows 11 @ 3 n oc
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,
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 16.
ST. LUCIE WORKS
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 1: Zone 2e: Zone 2n: Zone 2r: Zone 3e: Zone 3r:
Deck Type:
Type Underlayment:
Roof Slope:
12 Insulation:
Fire Barrier:
Ridge Ventilation? Fastener Type & Spacing:
Adhesive Type:
Type Cap Sheet:
Mean Roof Height: Roof Covering:
Type & Size Drip
Edge:
ST. 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 Ms. 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 VMoment Based Tile Calculations Per RAS 12T
(Zone 1:
x _ ) » Mg: = Mr, Product Approval Mi
(Zone 2e:
x _ ) -Mg: = M,a Product Approval Mt -
(zone 2n:
x _ _) -Mg: = Mom, Product Approval Ms
(Zone 2r:
x _ ) - Mg: = M Product Approval Ms
(Zone 3e:
X - )"Mg: =Mr,, Product ApprovalMf
(Zone 3r:
x a. _ ) Mg', = Mrar Product Approval Ms
Method 2 "Simplified Tile Calculations Per Table Below"
_ /� \ r........ T-.L t- 0,1- Prmillrt Annroval Ms-
-%tfgUIICU IVIVIIICIII VI I �I�u"�- '•'i/ •'""' '-'-'- ---- - -
Mr 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
24.4
25.9
27.1
28.2
30.0
*Must be used in conjunction wan a list or momenr, Ud�A!u IIIC JYZ0LCl11a
• For Uplift based tile 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 tile 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 =Fr2n 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!byan
Design Pressure
Zones 1, 2e, 2n, 2r, 3e, 3r
From applicable table in RAS 127 orngineenanalysis
prepared by PE based on ASCE 7
H
Job Site
Job Site
Mean Roof Height
Roof Slope
6
A
Product Approval
Aerodynamic Multiplier
Mg
Mr
Product Approval
Product Approval
Restoring Moment due to Gravity
Attachment Resistance
Mg
Calculated
Required Moment Resistance
Minimum Attachment Resistance
F'
Product Approval
Required Uplift Resistance
Fr
Calculated
W
Product Approval
Average Tile Weight
L = length W = width
Product Approval
Tile Dimensions
All calculations must be submitted to the building official at the time of permit application.