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ST. I .CIE
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, 6, D
1,2,3,4,5,6,7
1,2,4,5,6,7
Wood Shingles and
Shakes
A, B, D
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
Section A (General Information)
Master Permit No.
Process No.
Contractors Name: rA1VSVWX_, a006 VI License # (./ Li 4 p/
Job Address 101 U� &Y'C1�/t lr�.✓ovt C-t", )ate Qi E , `3�P
❑ Low Slope
❑ Asphaltic Shingles
❑ New roof ❑ Repair
Low Slope Roof Area (SF)
ROOF CATEGORY
❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tiles
❑ Metal Panel/Shingles ❑Wood Shingles/Shakes
❑ Prescriptive BUR-RAS 150
ROOF ROOF TYPE_
❑ Maintenance ❑ Reroofing ❑ Recovering
. ROOF SYSTEM INFORMATION
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.
ry
- N-T
ST. LUCIE
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 Materia
Top Insulation Layer:
Top Insulation Size and Thickness:
Top Insulation Fastener/Bondin Material:
Base Sheet(s) & No. of Ply :
Base Sheet
Ply Sheet(s)' & No, of Ply(s):
Material:
Ply Sheet Fastener/Bonding Material:
Top Ply:
Top Ply Fastener/Bonding Material:
Surfacing:
Fastener Spacing for Anchor/Base Sheet Attachment:
Zone 1':—"
oc @ Lap, # Rows— @ — oo
Zone 1:—"
oc @ Lap, # Rows - @ - 00
Zone 2_"
oc @ Lap, # Rows _ @ — oc
Zone 3:_"
oc @ Lap, # Rows— @ _ oc
Number of Fasteners Per Insulation Board:
Zone 1':—Zone 1: /Zone 2:—Zone 3:_
Illustrate Components oted and Details as Applicable:
Woodblocking,
t
er, Edge Termination, Stripping,
Flashing, Cont' ous Cleat, Cant Strip, Base Flashing,
Counterflas ' g, Coping, Etc.
Indicate: can Roof Height, Parapet Height, Height of Base
Flashi ,Component
Material, Material' Thickness, Fastener
Ty,FastenerSpacingorSubmitManufacturersDetailsthat
omply with RAS 111 and Chapter 16..
ST. LUCIE
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:one 2r:—Zone 3e:—Zone 3r:
Deck Type: 71
Type Underlayment �S A—
GL
Roof Slope:
--LO ' 12 Insulation: N
I I k
Fire Barrier: N I A
RidgeVentilation? Fastener Type & Spacing: d rt
Adhesive Type: I
Type Gap Sheet:
Mean Roof Height: _ ly Roof Covering: goo
Type & Size Drip �Ju
Edge:
ST. LUCIE
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 Mr values, for each area of the roof, then the the attachment method is acceptable.
Method 1'Moment Based Tile Calculations Per RAS 12T
(Zone 1: x 1, =
(Zone 2e:
=x2,-=
(Zone 2n:
-x)L-=
(Zone 2r:
-XX-=
(Zone 3e:
-xX-=
(Zone 3r:
-x)L-=
)-Mg:-=M,t-
Product Approval M
Product Approval Mr
Product Approval Mf
Product Approval Mr
Product Approval Mr
Product Approval Mr
Method 2 "Simplified, Tile alculations Per Table Below" t�
Required Moment of Resistance (M,) From Table Below Product Approval Mr- r
M, required Moment Resistance*
Product Approval M
Product Approval Mr
Product Approval Mf
Product Approval Mr
Product Approval Mr
Product Approval Mr
Method 2 "Simplified, Tile alculations Per Table Below" t�
Required Moment of Resistance (M,) From Table Below Product Approval Mr- r
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: 2
28.4
30.1
31.
32.8
34.9
6:1
26.4
28.0
29.4
30.5
32.4
7:12
24.4
1 25.9 1
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 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
=Frr
(Zone 2e:
x L=
x W:=) -W:
cos r
=Foe_
(Zone 2n:
x L_=x
W:=_) -W:
cos r
4r2n_
(Zone 2r:
x L
=x W:=) -W:
cos r
=Fr2r_
(Zone 3e:
x L=
x W:=) -W:
cos r
=Fr3e_
(Zone 3r:
x L=
x W:= ) -W:
cos r
=Fr3r_
Product Approval F',
Product Approval F'_
Product Approval F'.
Product Approval F'_
Product Approval F'_
Product Approval F'_
Whereto Obtain Information
Description
Symbol
Where to find
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
B
Job Site
Aerodynamic Multiplier
a
Product Approval
Restoring Moment due to Gravity
Mr
Product Approval
Attachment Resistance
Mr
Product Approval
Required Moment Resistance
M,
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.