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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
Wood Shingles and
Shakes
A, B, D
12,4,5,6,7
Other
As Applicable
1,2,3,4,5,6,7
ATTACHMENTS REQUIRED As Applicable):
1,
Fire Directory Listing Page ist
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: Ko R S • RCN oX License # GGC133145 O
Job Address q% ! re Pain, 9r.
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 Reroofing ❑ Recovering
ROOF SYSTEM INFORMATION q
Low Slope Roof Area (SF) Wit— Steep Sloped Roof Area (SFTotal (SF) l
Sj P'
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:
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 Insuitation 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: ��a jG�t� �.10��z-V� CGA
Top Ply Fastener/Bonding Material:
I<, - I o23. 10
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
@
"Q
Number of Fasteners Per Insulation Board:
Zone 1': Zone 3: Zane 2: Zane 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 lb..
ST. LUCK WORKS
Section D (Steep Slope Roof System)
Roof System Manufacturer: 6,Af T,,W-Ilke
Notice of Acceptance Number: 11 0311 04
AN,
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations):
5
Zone 1: Zone 2e: Zone 2n: Zone 2r: Zone 3e: Zone 3r:
Deck Type: C p X W000 L
\-,-,
ent (�
Roof Slope:
5 121
rrier:
Rid a Ventilation?tener Type & Spacing:
_ r
YptAdhesive Type:
Mean Roof Height:
Type Cap Sheet:
Roof Covering: I G1A� Tiywoerty�f- gym- 4 1W
Type & Size Drip Van,i2eV
Edge: r, i
ST. LUCIE WORK
Section E (Tile Calculations)
For Moment based tile systems, choose either Method 1 or 2. Compare the values for M, with the values from Mr. If the Mr 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: = MProduct Approval M
(Zone 2e:
x ;� - _ - Mg: =Mee Product Approval Mf
(Zone 2n:
x X - _ _) -- Mg. = M,, _ Product Approval Mf
(Zone 2r: -
x k = ) - Mg: = M, Product Approval Mt
(Zone 3e:
x �-= - Mg: = Mr.� Product Approval Mf
(Zone 3r:
x = -� - Mg: = Mrar Product Approval Mf
Method 2 "Simplified Tile Calculations Per Table Below"
Required Moment of Resistance
(M,) From Tabl6 Below Product Approval Mf
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 with a list of moment based tile 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 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 =Frzn 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'
Whereto Obtain Information $hero'
Description
Symbol
Where to find I ,-
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
Job Site
Roof Slope
6
Job Site
Aerodynamic Multiplier
A
Product Approval
Restoring Moment due to Gravity
M8
Product Approval
Attachment Resistance
Mf
Product Approval
Required Moment Resistance
Mg
Calculated
Minimum Attachment Resistance
F'
Product Approval
Required Uplift Resistance
F,
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.