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5T. LUCIE WORKS
ST LUCIE COUNTY ROOFING PERMIT INFORMATION SHEET
Florida Building Cade 7th Edition (2420)
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:
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, ❑ E
1,2.3,4,5,6,7
Metal Roofs
A, B, ❑
Wood Shingles and
A, B, D
IA,4,5,6,7
Shakes
1,2,9,4,5,6.7
Other
As Applicable
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 RoofinfoFeb21 Rev Feb 18, 2021
ST. LUCIE NORKS
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_ ®_ oc '
Zone 1_"
oc @ Lap, # Rows_ ®_ oo
Zone 2_"
oc @ Lap, If Rows _ 0 _'oo
Zone 3:_"
oc @ Lap, If 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,
CounterRashing, 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: -54 Zone 2e:744 Zone 2n:_Zone 2r: -74Zone 3e-74 Zone 3r:
Deck Type: PLYWOOD'
ROOT SIope: Type Underlayment PEEL &STICK-0 NS CORNING POLYGIASS MTS FL15269.1
y. 12 Insulation:
Fire Barrier:
Ridge VeMila10n7 Fastener Type &Spachtg: IS" FIELD 14' PERIMETER. 8D RINGSNANK NAILS
Adhesive Type:
Type Cap Sheet
Mean Rod Heigh: 1FT FT Roof Covering: METAL
Type & Sim Drip
Edee:
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 Mr 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: _x1t = )-Mg:_=MI_ Product Approval M,
(Zone 2e: _x26�. _)-Mg_=Mee, _ Product ApprovalM
(Zone 2n:_x)L = 1-Mg:_=Mm,_ Product Approval Mr
(Zone 2r: _x X= 1- Mg: _=M.- Product Approval Mr
(Zone 3e: L_xa_=-)-Mg;-=Ms- Product Approval
(Zone 3r. _xa_= _1-Mg:_=Miss- Product Approval M,
Method 2 "Simplified Tile Calculations Per Table Below"
Required Moment of Resistance (MA From Table Anlow. P-A., e.....,...�i *a.
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
5:12
28.4
30.1
31.6
32.9
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
•.U3 w_ __, DPP Luaquau.umi wiu] a nss or moment oasea one 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 RA512T
(Zone 1: _x L= x W:=-W;_ cos r_=Fa_ Product Approval F'
(Zone 2e:_x L_=xW:=_)-W cos r=Fz._ Product Approval F'
(Zone 2n:_x L_=x Wes_)-W:_cos r=Fa"_ Product Approval F'
(Zone 2r: _x L_ x W:= _) -W: cos r= Fa,_ Product Approval F'
(Zone 3e:_x L_=x W:=-W:_cos r=F3_ Product Approval F'
(Zone 3r: _x L_ x W:=_) -W:_ cos r_=F,a,_ Product Approval F'
to obtain Information
Where to find
, 3r
From applicable table in RAS 127 or by an engineering analysis
prepared by PE based on ASCE 7
jMeanjHeight
MHJ.b
Jab SiteJob
SiteProduct
ApprovalProduct
ApprovalProduct
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.