HomeMy WebLinkAboutROOFING PERMIT INFORMATION SHEETFlorida Building Code 7th Edition (2020)
%O Section 1525 of the Florida Building Code - Building
INSTRUCTION PAGE
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`MPLETE 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
Prescriptive BUR-RAS 150
A, B, C
2,4,5,6,7
Asphaltic Shingles
A, B, D
1" 4A-%7
Concrete or Clay Tile
A, B, D, Eei67.
Metal Roofs
A, B, D
Wood Shingles and
Shakes
A, B, D
Other
As Applicable
1,2;34,57
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 RooflnfoFeb21 Rev Feb 18, 2021
ST. LUCIE WORKS -
Section A (General Information)
Master Permit No. Process No.
Contractors Name: &AC gtmm�.License #
Job Address Ay-�°-
ROOF CATEGORY
Ell Low Slope 0 Mechanically Fastened Tile D Mortar/Adhesive Set Tiles
W phaltic Shingles 0 Metal Panel/Shingles Mood Shingles/Shakes
El Prescriptive BUR-RAS 150
ROOF ROOF TYPE_
E3 New roof 0 Repair 0 Maintenance Reroofing ❑ Recovering
ROOF SYSTEM INFORMATION
Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) . 0 0 Total (SF) 'a6®
Section B (Roof Plan)
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains.
Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets.
ST. LUCIE WORKS
Section D (Steep Slope Roof System)
Roof System Manufacturer:
Notice of Acceptance Number: ,•
Minimum Design Wind Pressures, If App'cable (From RAS 127 or Calculations):
Zone 1: Zone 2e: one 2n:-Zone 2r: Zone 3e: Zone 3r:
10,
Did'F-0,qod Z�-%�/
Type unde�i*ftfi j ., / Sas .�
Roof S
t2 f>i>stili3fioEi; ....�'
Fire Barrier: ��
Ridge 1Cei(a5an4' F'ener Type Spacing:
TYRq Cap st> ee -�
tVteaii RodFHeigtt f f Rasf-0DVedng �i we4i
Types &.Sips Drip3z3-
Cis•, -
ST. LUCIE WORKS
Section E (Tile Calculations)
For Moment based the systems, choose either Method 1 or 2. Compare the values for Mrwith the values from Mf. If the Mf 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:
X
Product Approval M1
(Zone 2e: -
_. X%4 = ='li
_ Product Approval Mf
(Zone 2n:
XS.•:
Product Approval Mf
(Zone2r:
x1 = _
_ Product Approval Mf
(Zone 3e:
_ _j
= Product Approval Mf
(Zone 3r:
Xx- _-
- Product Approval Mf
Method 2 "Simplified Tile
Calculations Per Table Below"
Required Moment of Resistance (Mr) From Table Below
Product Approval Mf
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
2.2
34.4
36.0
37.4
39.8
4:12
30.
32.2
33.8
35.1
37.3
5:12
2 .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
1 27.1
28.2
1 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 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 =Fri
Product Approval F'
(Zone 2e:
x L =x W:= ) -W: cos r =Fr2e
Product Approval F'
(Zone 2n:
x L =x W:= ) -W: cos r =Fr2n
Product Approval F'
(Zone2r:
x L =x W:=) -W: cos r =Fr2r
Product Approval F'
(Zone 3e:
x L =x W:= ) -W: cos r =Fr3e
Product Approval F'
(Zone 3r:
x L =x W:= ) -W: cos r =Fr3r
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
6
Job Site
Aerodynamic Multiplier
a
Product Approval
Restoring Moment due to Gravity
Mg
Product Approval
Attachment Resistance
Mf
Product Approval
Required Moment Resistance
Mg
Calculated
Minimum Attachment 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.