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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
1,2,9,4,6,6,7
Prescriptive BUR RAS 1S0
A, B, C
2,4,5,6,7
Asphaltic Shingles
A, B, D
. 1,2,4,SA7
Concrete or Clay Tile
A, B, D, E
12,%4,5,6,7
Metal Roofs
A, B, D
i 2A4A67�
Wood Shingles and
Shakes
A, B,D
1,24A67
Other
As Applicable
ATTACHMENTS REQUIRED As Aoolicablel-
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
S.
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 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
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:
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 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:
Fastener Spacing for Anchor/Base Sheet Attachment:
Zone 1':_"
oc @ Lap, # Rows_ ® — W
Zone 1_"
oc @ Lap, # Rows _ ®= ao
Zone 2:_"oc@
Lap, # Rows _®_°m
Zone 3:—"
oc @ Lap, # Row,_ ®_'oo
Number of Fasteners Per Insulation Board:
Zone 1':_Zone 1:_Zone 2:_Zone 3:_
Illustrate Components Noted and Details as Applicable:
Woodblockin& 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 16..
ST. LUCIE WORKS
Section D (Steep Slope Roof System)
Roof synem Manufacturer: OWENS CONRING DURATION
Notice of Acceptance Number: FL#10674.1
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations):
Zone 1:-67.Zone 2e: -67 Zone 2n:-42one 2r:-74 Zone 3e:-115 Zone 3r:
Deck Type: PLYWOOD
Type Undeflayment PEEL&STICK-O NS CORNING TRI-BUILTFIfi34639.1
Roof Sbpe:
8 ip
Insulation:
Fire Bander:
Ridge Ventilatlon7 Fastener Type&Spacing: WFIELD/C'PERIMETER, 80 RING SHhNK NAILS
Adhesiea type: �—
Type Cap Sheet:---�
Mean RaaPHeigM:15' FT Roof Covering: SHINGLES
Type & Sim 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 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: _xy __ _)- Mg:
_=Md_ Product Approval Mi
(Zone 2e: _x A_v __)_ Mg:
_= Product Approval M.
(Zone 2n: _x 3L_= _)_Mg;_=Mm,_
Product Approval Mr
(Zone 2r: _.x)._c _)- ;_=Mz-
Product Approval Mr
(Zone 3e: _x 1_=-)-Mg;_=M,_
Product ApprovalM
(Zone 3r: _x2._=_1-M9;-v
M,y_ Product Approval Mr
Method 2 "Simplified
Tile Calculations Per Table Below"
Required Moment of Resistance (Mr) From Table Below
Pi-d-t e.,.,.,..,.,i e..
r required Moment Resistance'
used'
35'
20'
25'
30'
40•
4.4
36.5
38.2
39.7
42.2
M
2.2
34.4
36.0
37.4
39.8
0.4
32.2
33.8
35.1
37.3
8.4
30.1
31.6
32.8
34.9
6.4
28.0
29.4
30.5
32.4
•Must he
4.4
25.9
27.1
28.2
30.0
In conJuncnon with a list of moment based the 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 F, 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= Fa Product Approval F'
(Zone 2e: _x L x W:=_) _W._ cos r =Fr2e Product Approval F'
(Zone 2n:_x Lx W:=_)_W:_ cos r_Fa„_ Product Approval F'
(Zone 2r: _x L =x W:=_-)-W: cos r= Frar Product Approval F'
(Zone 3e:_
(Zone =xWr=_J_W;_cosr=Fr3 Product Approval F'
(Zone3r:_x L_x Wes_)-W: Cos r=Frs,_ Product Approval F'
Where to 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 Sae
Aerodynamic Muaiplier
a
Product Approval
Restoring Moment due to Gravity
Mt
Product Approval
Attachment Resistance
Mr
Product Approval
Required Moment Resistance
Mr
Calculated
Minimum Attachmem Resistance
F'
Product Approval
Required Uplift Resistance
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.