HomeMy WebLinkAboutROOFING PERMIT INFORMATIONY
ST. LUC E 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 NOTE
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, B, D
A, B, D
1,2,4,5,6,7
Wood Shingles and
Shakes
Other
As Applicable
1,2.3,4,6,6,7
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
Other Component of Product Approval
4.
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 WORKS
Section D (Steep Slope Roof System)
Roof system Manufacturer: BORAL PLANTATION
Notice of Acceptance Number: NOA#20-1019.02
Minimum Design Wind Pressures, IF Applicable (From RAS 127 or Calculations):
Zone is $7 Zone 2e: gone 2n:_Zone 2r: 98Zone 3e: -1ZS Zone 3r:
\FTRmf
Type:OD
ent PEEL & STICK POLYGLASS MTS TUMAX FL#5259.r
Roof Sbpe:
6 .12
rrier:
Ridge Ventilation?stener Type Spacing; 6'FIELn/C"PERIMETER, BD RING SHANKNAILS
Adhesive Type:
Type Oap Sheet
Mean Rod HeiRmf Covering: TILE
Type & Size Drip
Frirw•
ST. LUCIE WORKS
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 Sheets) & 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 V:_1.
oc @ Lap, # Rows- a _° oc
Zone 1—"
oc @ Lap, # Rows _ ®_ oo
Zone 2:_"
oc @ Lap, If Rows — ®= oo
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 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 Mrvalues
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: MxL,L=M-Mg:3,%=M,V..33 Product Approval Mi- J 00
(Zone 2e: (QxA)�{=35.11-Mg:1%=M2BProduct Approval Mt-w
(Zone 2n: ,__,`'Cy(-xl_=�-Mg;_=Mm, Product Approval Mr
(Zone 2r: y%xMi=tU M9:TLQ=Mm`f!7_ Product Approval Mt.W
(Zone3e: (�x�to� =. -Mg: r�Mo,1�(0.L+ Product Approval Mu (DO
(Zone 3r: =xx_= - I MY! Mar- Product Approval M,
Method 2 "Simplified Tile Calculations Per Table Below"
Required Moment of Resistance (M,) From Table Below -Product Approval Mt_
M, required Moment Resistance*
Mean Roof Height Roof Slope
15,
20'
25'
31Y
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
-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 tothe 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=Frn Product Approval F'
(Zone 2e:_x L=xW:=_)-Wcos rF,z._ Product Approval F'
(Zone 2n:_ - W:=�-W. cos r Fa" Product Approval F'
(Zone 2r: x L=xW:=_-W:cos rF,z,_ Product Approval F'
(Zone 3e:x L=xW:=)-W:_cos rF,s, Product Approval F'
(Zone 3r: _x L x W:=-W:cos r F,s, Product Approval P
Where to Obtain Information
Description
Symbol
Where to find
Design Pressure
Zones 1, 2e, 2n, 2h 3e, 3r
From applicable table in RAS 127 or bvan engineering analysis
prepared by PE based on ASCE 7
Mean Roof Height
H
Job Site
Roof Slope
B
Job Site
Aerodynamic Multiplier
a
ProdURApproval
Restoring Moment due to Gravity
Mr
Product Approval
Attachment Resistance
M,
Product Approval
Required Moment Resistance
Mr
Calculated
Minimum Attachment Resistance
F'
Product Approval
Required Uplift Resistance
F.
C
Average Tile Weight
W
Productalculatedpproval
Tile Dimensions
L=length W=width
Product Approval
All calculations must be submitted to the building official at the time of permit application.