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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
6ELOW:
Required Sections of
Attachments Required
Roof System
the Permit Application
See List Below
Form
Low Slope Application
A, B, C
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
A, B, ❑
Ig,4,5,6,7
Shakes
Other
As Applicable
1,2A4,6,6,7
ATTACHMENTS REQUIRED As Annlicable):
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 W �
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:
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 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':_"
oc @ Lap, # Rows_ a — oo
Zone 1_"
oc @ Lap, # Rows _ ® _ m
Zone 2:_"
oc @ Lap, # Rows _ ® _" oo
Zone 3:—"oc@
Lap, # Rows_ ®_"oo
Number of Fasteners Per Insulation Board:
Zone 1'rZone 1:_Zone 2:_Zone 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 Detailsthat
Comply with RAS 111 and Chapter 16..
Section D (Steep Slope Roof System)
Roof System Manufacturer: JA TAYLOR ROOFING EDGE-LOC 1" STANDING SEAM
Notice of Acceptance Number: NOA:18-1023.17
Minimum Design Wind Pressures, if Applicable (From RAS 127 or Calculations):
Zone 1: -67 Zone 2e:-67 Zone 2n Z4Zone 2r: -74 Zone 3e: -1 15Zone 3r: -74
Deck Type: P LYWOO D
Type Underiaymenf: ELF ADHERED UNDERLAYMENT TO POLYGLASS MTS FL#5259.1
Rpaf Sipe:
5 1�
Insulation:
Fire Barrier:
Ridge Ventilation? Fastener Type & Spacing: 8„ FIELD / 4" PERIMETER, 8D RING S NK NAILS
Adhesive Type:
Type Cap Sheet:
Mean Roof`Height: �� FT Roof Covering: METAL
Type & Sire 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 Mr values, for each area of the roof, then the tile attachment method is acceptable.
Method 1'Moment Based Tile Calculations Per RAS 12T
(Zone 1: _xl = ,-MB:_=Mn- Product Approval M,
(Zone 2e: _xl_= _ I-MlF Biro_ Product ApprovalM
(Zone 2n: '_xl_= I-Mg_=Mm,_ Product Approval Mc
(Zone 2r: _xl_= _)-III M,_ Product Approval Mf
(Zone 3e: :_xl_= I_M0;_=MIS, _ Product Approval Mr
(Zone 3r: _xl,= ^)-VQ:_=M,a_ Product Approval M,
Method 2 "Simplified Tile Calculations Per Table Below"
Required Moment of Resistance (Mr) From Table Below P. Hiirt Annrn„=I nn,
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
412
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
11- UV uucu I„ w, uurnoon wim a list or moment pasta the 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 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 Wes _) -W: cos r= Fa Product Approval F'
(Zone 2e: _xL xW:= )-W: COS r=Frze Product Approval F'
(Zone 2n: x LxW:= -W:cos r=F,zn Product Approval F'
(Zone 2r._xL xW:= )-W: COS r Fa, Product Approval F'
(Zone 3e:_xL_=xW:=_-W: COS Fo,, Product Ap prova l F'
(Zone 3r:_x L_xW:=_J-W:_COS r=F,s, Product Approval F'
Where to Obtain Information
Description
symbol
Where to find
Design Pressure
g
Zones 1, 2e, ran, 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
Product Approval
Restoring Moment due to Gravity
Ms
Product Approval
Attachment Resistance
M,
Product Approval
Required Moment Resistance
Ms
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.