HomeMy WebLinkAboutDO NOT USE -SLC Roofing Permit InformationI� C'1� QG % LUCI E WORKS
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I� REVIEWED FOR
COD COMPLIANCE
LUCIE COUNTY ROOFING PERMIT INFORMATIC§�FL CIE COUNTY
Florida Building Code 7th Edition (2020) BOCC
Based on Section 1525 of the Florida Building Code - Building
INSTRUCTION PAGE File Copy
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
1,213,4,5,6;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
Wood Shingles and.
Shakes
A, B, D
IA,44,5,6,7
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
1
REVIEWED FCR
Section A (General Information) CODE COMPLIANCEST, LUCIE COUNTY
Master Permit No. Process No.
Contractors Name: Roof Doctors LLC License # CCC1326620
Job Address 3103 Kingsley Dr File
e C®
py
ROOF CATEGORY
0 Low Slope 0 Mechanically Fastened Tile 0 Mortar/Adhesive Set Tiles
13Asphaltic Shingles AMetal Panel/Shingles Mood Shingles/Shakes
0 Prescriptive BUR-RAS 150
ROOF ROOF TYPE_
0 New roof 0 Repair 0 Maintenance Reroofing 0 Recovering
ROOF SYSTEM INFORMATION
Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) 1700 ,•Total (SF) 1700
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.
aim VI
NA
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 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 ® "00
Zone 1:_.._."
oc @ Lap, # Rows @ "ac
Zone 2:_.._."
oc @ Lap, # Rows ® — op '
Zone 3:_.._."
oc @ Lap, # Rows_ 0 mod
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 WORKo
REVIEWED FOR
CODE COMPLIANCE
ST. LME COUNTY
B®CC
Section D (Steep Slope Roof System)
Roof System Manufacturer: Metal Alliance Inc He Coo,
Notice of Acceptance Number:
FL31652-R1 (31652.1)
Minimum Design Wind Pressures, If Applicable (From or Calculations):
Zone 1� 1one 2e-117 710ne 2n:-yon e 2r'1 §ne 3e: 117-7& 3r: -117.75
Method A --117.75
Deck Type:.
Roof Slope:
3 : 12'
Ridge Ventilation?
na
Mean RbofHeight: 1
Type Underiayinent: Soprema Tribuilt Smooth self adheredFL2569-R22
Insulation: na
Fire Barrier: na
Fastener. Type &.Spacing: Self - Adhered -1
Adhesive Type: na
Type Cap Sheet na
Roof Covering: 5V Crimp
Type & Size Drip 26 ga
Edge.
Section E (Tile Calculations)
For Moment based tile systems, choose either Method 1 or 2. Compare the values for Mr with the values from Mf. If the Mf values
are greater than or equal to the Mrvalues, for each area of the roof, then the the attachment method is acceptable.
Method 1'Moment Based Tile Calculations Per RAS 12T
(Zone 1:
x & =
(Zone 2e:
x I -
(Zone 2n:
x )l
(Zone 2r:
x )L _
(Zone 3e:
x
(Zone 3r:
- Mg:
= Mrle
M9:
= Mom,
-) - Mg:
= Mrn
-) - Mg:
= Mom,
Mg;
Ma,
Product Approval M-
Product Approval Mf
Product Approval Mt
Product Approval Mf
Product Approval Mf
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
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 the 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
=Fr1
(Zone 2e:
x L
=x W:=
) -W:
cos r
=Fr2e
(Zone 2n:
x L
=x W:=
) -W:
cos r
=Fr2n
(Zone 2r:
x L
=x W:=
) -W:
cos r
=Fr2r
(Zone 3e:
x L
=x W:=
) -W:
cos r
=Fr3e
(Zone 3r:
x L
=x W:=
) -W:
cos r
=Fr3r
Product Approval F'
Product Approval F'
Product Approval F'
Product Approval F',
Product Approval F'
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
9
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.