HomeMy WebLinkAboutROOFING PERMIT INFORMATION SHEETCS�-',
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ST. LUCIE WORK
ST LUCIE COUNTY ROOFING PERMIT INFORMATION SHEET
Florida Building Code 7th Edition (2020)
REcvvso
Based on Section 1525 of the Florida Building Code - Building 9 VL\
INSTRUCTION PAGE ��C' GoO"ry
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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
Asphaltic Shingles
A, B, D
19,4,5,6,7
Concrete or Clay Tile
A, B, D, E
1,2,3,4,5,6,7
Metal Roofs
A, B, D
1,2,3,4,5,fi,7
Wood Shingles and
Shakes
A, B, D
IA4,5,6,7
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 Roof1nfoFeb21 Rev Feb 18, 2021
ST. LUCIE
Section A (General Information)
Master Permit No.
Process No.
Contractors Name: Sunrise City CHDO Inc License# CM327208
Job Address 4911 Eagle DR Fort Pierce, FL 34951
ROOF CATEGORY
Low Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tiles
Asphaltic Shingles Metal Panel/Shingles ❑Wood Shingles/Shakes
❑ Prescriptive BUR-RAS 150
ROOF ROOF TYPE
❑ New roof ❑ Repair ❑ Maintenance Fv-(] Reroofing ❑ Recovering
ROOF SYSTEM INFORMATION
Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) 5,923 Total (SF) 5,923
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.
STr LUCIE WORKS
S ction C (Low Slope Roof)
Fill specific roof assembly components and identify
manu cturer
(If a co onent is not used, identify as "NA")
System M ufacturer:
Product ApproV No.:
Design Wind Pressu"N
Zone 1': Zone 1:
Max. Design Pressure,
system:
Deck:
Type:
From RAS 128 Or Calculations:
Zone 2: Zone 3:
rov the specific product approval
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 I
Base Sheet(s) & No. of Ply(s):
Base Sheet Fastener/Bonding
terial:
Ply Sheet(s)' & No. of PI s).
Ply Sheet Fastener/B nding Material:
Top Ply:
Top Ply Fc)Ktener/Bonding Material:
Surfacing:
Fastener Spacing for Anchor/BasYAttach t
Zone 1':—"
oc @ Lap, # RowZone
1:—"
oc @ Lap, # RowZone
2:—"
oc @ Lap, # RowZone
3:—"
oc @ Lap, # Row'
Number of Fasteners Per Insula ' n Board:
Zone 1': Zone 1: one 2: Zone 3:
Illustrate Components N ed and Details as Applicable:
Woodblocking, Gut r, Edge Termination, Stripping,
Flashing, Continuo s Cleat, Cant Strip, Base Flashing,
Counterflashing, oping, Etc.,
Indicate: Mean oof Height, Parapet Height, Height of Base
Flashing, Co ponent Material, Material' Thickness, Fastener
Type, Fast her Spacing or Submit Manufacturers Details that
Comply ith RAS 1 11 and Chapter 16..
FT.
FT.
Parapet
Height
Mean
Roof
Height
ST. LUCIE WORK`
Section D (Steep Slope Roof System)
Roof System Manufacturer:
Architectural Shingles
Notice of Acceptance Number:
FL17796
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations):
Zone 1: -47 8 Zone 2e: -47.8 Zone 2n: -76.0 Zone 2r:-76.0 Zone 3e: -81.7 Zone 3r:
Deck Type: Plywood
Type Underlayment: {Peel N Stick
Roof Slope:
4 - 12 Insulation: None
Fire Barrier: None
Ridge Ventilation? yes Fastener Type & Spacing: 2 1 /2" Ring Shank 4"OC
Adhesive Type: IN/A
Type Cap Sheet N/A
Mean Roof Height: 1 g' 1 Roof Covering: Shingles
Type & Size Drip 3"x 3" Aluminum I
Edge: '
Section E (Tile Calculations)
For Moment based tile systems, choose either Method 1 or 2. Compare the values for Mr with the values fro Mf. If the Mf values
e greater than or equal to the Mrvalues, for each area of the roof, then the tile attachment method is ceptable.
Method 1 'Moment Based Tile Calculations Per RAS 12T
(Zone 1:
x _ _� - Mg; _ ( Product Approval M
(Zone 2e:
x _ _) -Mg: = Mom, Product Approval M
(Zone
x = _)--ly1g: =Mom, Product Approval
(Zone 2r:
x ). _ _} - Mg: = Mm Product Approval f
one 3e: x _ _)- Mg: = MA, Product Appro I Mf
( ne 3r: x � = _-_-a - Mg: = M,& Product Appr val Mf
Method 2 "Simplified Tile Calculations Per Table Bel "
Required Moment of esistance (Mr) From Table Below Product Approval Mf
Mr required Moment Resistance*
Mean Roof Height Roof ope
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
32.8
34.9
6:12
.4
28.0
2 4
30.5
32.4
7:12
24.
25.9
A.1
28.2
30.0
'Must be used in conjunction with a list o moment based tile
• For Uplift based tile systems use Method 3. Compare the val
equal to the Fr values, for each area of the ro then the 7de..Method 3 " lift Base
(Zone 1:
x L
=x W:=
) -W: cos
(Zone 2e:
x L
=x W:=
) -W: s r
(Zone 2n:
x L
=x W:=
) -W: c r
(Zone 2r:
x L
=x W:=
) -W: cos
(Zone 3e:
x L
=x W:=
) -W: cos r,
(Zone 3r:
x L
=x W:=
) -W: cos r,
s for F' with the values for Fr If the F' values are greater than or
achment method is acceptable.
Calculations Per RAS 12T
=Fri Product Approval F'
_=Fr2e Product Approval F'
Fr2n Product Approval F'
_=Fr2r Product Approval F'
Fr3e Product Approval F'
Fr3r Product Approval F'
Where to Obtain Infor ation
Description
Symbol
Where to find
Design Pressure
Zo es 1, 2e, 2n, 2r, 3e, 3r
From apple ble table in RAS 127 or by an engineering analysis
prepared by Wf based on ASCE 7
Mean Roof Height
H
Job Site
Roof Slope
Of9
Job Site
Aerodynamic Multiplier
a
Product Approval
Restoring Moment due to Grave
Mg
Product Approval
Attachment Resistance
Mf
Product Approval
Required Moment Resists a
Mg
Calculated
Minimum Attachment sistance
F'
Product Approval
Required Uplift Resis nce
Fr
Calculated
Average Tile Weig
W
Product Approval
Tile Dimensions
L = length W = width
Product Approval
All calculatio must be submitted to the building official at the time of permit application.