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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 AN ATTACH THE REQUIRE❑ DOCUMENTS AS NOTED
BELOW:
Roof System
Low Slope Application
Prescriptive BUR-RAS 150
Asphaltic Shingies
Concrete or Clay Tile
Metal Roofs
Wood Shingles and
Shakes
Other
Required Sections of
the Permit Application
Form
A, B, C
A, B, c
A, B, D
A,B,D,E
A, B, D
A, B, D
As Applicable
Attachments Required
See List Below
ATTACHMENTS REQUIRES] As Aron1icahlP)-
1,2,3,4,5,6,7
2,4,5,6,7
1,2.4,5,6,7
1,2,3,45,6.7
1,2,3,4,5,6,7
1,2,4,5,6,7
1,2,3,4,5,6,7
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)
�Anyred Roof Testing/Calculatlon Documentation
Form RcoflnfoFeb21 Rev Feb 18, 2021
SL 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
Deck:
Gauge Thickness:
Slope:
Anchor/Base Sheet & No. df Ply(s):
Anchor/Base Sheet Fastener/Bonding Material:
Insulation Base Layer:
Base Insuhation 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, N Rows_ a _" m
Zone l_"oc@Lap,
If Rows— ®_"oo
Zone 2:_"
oc @ Lap, a Rows— ® —"co
Zone 3:_.."
oc @ Lap, # Rows_ ® _" oo
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,
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 system Manufacturer: JA TAYLOR ROOFING 5V CRIMP
Notice of Acceptance Number: FL#17443.1
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations):
Zone 1: -57 Zone 2e: -57 Zone 2 n : -q1 Zone 2r: -91 Zone 3e�:91 Zone 3r:-128
DeckType: I PLYWOOD
Type Underlayment: EEL & STICK-OWENS CCRNING TITAN IUM-F—#11602.1
Roof Sivpe:
4 12
_ Insulation:
Fire Barrier:
Ridge Ventilation? Fastener Type & Spacing; g^ FIELD 14" PERIMETER, 8p RING SHAHS( HAi�S
Adhesive Type:
Type Cap Sheet:
Mean Roof Height: 15' FT Roof Covering; METAL
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 M, with the values from Mr. If the Mf values
are greater than or equal to the M,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: _xx__ 1`M9t_=Mn- Product Approval M,
(Zone 2e: -_xj, _I- Mg: _=Ua,_ Product Approval Mr
(Zone 2n: '_xl_= W. Mai- Product Approval Mr
(Zone 2r: _xx_= _)-Mg:_=My_ product Approval Mr
(Zone 3e: `xl_= _ j-Mg:_=My_ Product Approval Mr
(Zone 3r: _x )-_= - I- Mg! _=Ms_ Product Approval M,
Method 2 "Simplified Tile Calculations Per Table Below"
Required Moment of Resistance (Mr) From Table Below -Product Annrnval M,
M, required Moment Resistance"
Mean Roof Height Roof Slope
is,
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
,lull.. eu I mgwiawn Wltn a nst nr moment oaserl 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-Fa Product Approval F'
(Zone 2e: x L=xW:=___j-W cos rFa. Product Approval F'
(Zone 2n:_xL=xW:=__j-W:cos rFrn Product Approval F'
(Zone 2r: _x L =x W:=___j -W:_ cos r=Far_ Product Approval F'
(Zone 3e: x L=xW:=-----J-W:cos r=Fa. Product Approval F'
(Zone 3r: _x L=xW:=__j-W:_cos r=Fra,_ Product Approval F'
Where to Obtain Infonnation
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
Product Approval
Restoring Moment due to Gravity
Ms
Product Approval
Attachment Resistance
Mf
Product Approval
Required Moment Resistance
Ms
Calculated
Minimum Attachment Resistance
F'
ProductApproval
Required Uplift Resistance
Fr
Calculated
Average Tile Weight
W
Produtt Approval
Tile Dimensions
L=length W=width
Product Approval
All calculations must be submitted to the building official at the time of permit application.