HomeMy WebLinkAboutRoofing Permit Information SheetST. Luci
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
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
sphaltic 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
1,2,3,4,54T
Wood Shingles and
Shakes
A, B, D
1,2,4,5,6,7
Other
As Applicable
1,2,3,4,5,6,7
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
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: /4?/0'fi (C- :$A4� 74 License # &LC— l g f Zt---f-
Job AddressyAZ�`� ��{ �''� 8 l�G' .3 /Y7�s'2-
ROOF CATEGORY
❑ Low Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tiles
9 sphaltic Shingles ❑ Metal Panel/Shingles ❑Wood Shingles/Shakes
❑ Prescriptive BUR-RAS 150
ROOF ROOF TYPE.
❑ New roof ❑ Repair ❑ Maintenance Reroofing ❑ Recovering
ROOF SYSTEM INFORMATION
Low Slope Roof Area (SF) _ Steep Sloped Roof Area (SF) a 0d, Total (SF)
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.
IQJ
ST. LUCRE 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 No.:
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:
Type:
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 terial:
Base Sheet(s) & No. of Ply(s):
Base Sheet Fastener/Bondi
Ply Sheet(s)' & No. of
Ply Sheet
Top Ply:
Material:
Material:
Top Ply Fastener/Bonding Material:
Surfacing:
Fastener Spacing for
Attachment:
Zone 1':—"
ws
oc @/LaRows
Zone 1:—"
oc @ 0. "do
Zone 2:_._"
oc @ws W
Zone 3:—
oc @ws— ® "oc
Number of Fasto iers Per Insulation Board:
Zone 1':_�Zone 1:--Zone 2: Zone 3:
II` 'rat omponents Noted and Details as Applicable:
Wood ocking, Gutter, Edge Termination, Stripping,
Flas ng, Continuous Cleat, Cant Strip, Base Flashing,
C nterflashing, Coping, Etc.,
dicate: 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..
L-or010 LUCIE WORKS
Section D (Steep Slope Roof System)
Roof System Manufacturer: CJ dej -1
Notice of Acceptance Number: r' " �
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations):
Zone 1: Zone 2e: Zone 2n:Zone 2r: Zone 3e: Zone 3r:
Deck T71 ype: 0 -5 ij
Type Underlaymenirru AeA
Roof Siope
�2
insulation:
Fire.Barrier•
Ridge Ventilation?? Fastener Type .& Spacing 961441
Adhesive Type:
Type. Cap Sheet:
Mean RoaF`leight: °-!° Roof Coveting:- �/''-Y
Type B 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 Mr with the values m Mr. If the Mf values
are greater than or equal to the
Mr values, for each area of the roof, then the tile attachment metho s acceptable.
Method 1'Moment Based Tile Calculations Per RAS 12T
(Zone 1:
x - ___J -. Mg; = Mn Product Approval
(Zone 2e:
-,x Mg: = M� Product Appro I Mf
(Zone 2n:
x A _) -.Mg: = Mom, Product App val Mf
(Zone 2r:
Mg: = Ma Product A roval Mf
(Zone 3e:
x IL _ _a - Mg: = Mra�, Produc pproval Mf
(Zone 3r:
x.2 = _-__J - Mg = MarProd t Approval Mf
Method 2 "Simplified Tile Calculations Per Ta a Below"
Required Moment of Resistance
(Mr) From Table Below Product Appro al Mf
Mr required Moment Resistance*
Mean Roof Height.Roof Slope
15'
1 20'
25'
30'
40'
2:12
34.4
36.5
38.2
39.7
42.2
3:12
32.2
34.4
36.
37.4
39.8
4:12
30.4
32.2
33
35.1
37.3
5:12
28.4
30.1
.6
32.8
34.9
6:12
26.4
28.0
1 29.4
30.5
32.4
7:12
24.4
25.9
27.1
28.2
1 30.0
*Must be used in conjunction with a list of moment based tale
stems
• For Uplift based the systems use Method 3. Compare the va
es 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 til attachment method is acceptable.
Method 3 "Uplift Bas Tile
Calculations Per RAS 12T
(Zone 1: x L =x W:= ) -W: Cos
=Fr1 Product Approval F'
(Zone 2e: x L =x W:= ) -W: c r
=Fr2e Product Approval F'
(Zone 2n: x L =x W:= ) -W: os r
=Fr2" Product Approval F'
(Zone 2r: 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'
here to Obtain Information
Description
Sy bol
Where to find
Design Pressure
Zones 1, 2/ 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.