HomeMy WebLinkAboutROOFING PERMIT INFORMATION SHEET-- ---M� - -•- ---+- _._., --
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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
Low Slope Application
Prescriptive BUR-RAS 150
Asphaltic Shingles
+ Concrete or Clay Tile
Metal Roofs
I Wood Shingles and
Shakes
Other
Required Sections of
the Permit Application
Form
A,B,C
A,B,C
A, B, D
A, B, D, E
A,B,D
A,B,D
As Applicable
Attachments Required
See List Below
1,2,3,4,5,6,7
2,4,5,6,7
1,2,4,5,6,7
1,2,3,4,5,6,7
1,2,4,5,6,7�
1,2,3,4,5,6,7
ATTACHMENTS REQUIRED As Applicable]:
1. Fire Directory Listing Page
I 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 19, 2021
ST. LUCIE .
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_ ® _' oo .
Zone 1:_"
oc @ Lap, # Rows _ ®_ oo
Zone 2:
oc@Lap, # Rows _®_"oo
Zone 3:_."
oc @ Lap, 7t Rows_ @ _' co
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 ill and Chapter 16..
ST. LUCIE WORKS
Section D (Steep Slope Roof System)
Roof system Manufaaurer. JA TAYLOR ROOFING EDGE-LOC 1" STANDING SEAM
Notice of Acceptance Number: NOA:18-1023.17
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations):
Zone 1: -57 Zone 2e::1QlZone 2n:_Zone 2c-98 Zone 3e:-1 28Zone 31:
Deck Type: PLYWOOD
Type Undedayment ELF ADHERED UNDERWYMENTTO POLYOLASS MTS FL%5259.1
Roof Slope:
S 12
Insulation:
Fire Barrier:
Ridge Venttlagon? Fastener T a&S Spacin
g: P 9 B" FIELD /4" PERIMETER, 8D RINGS INK NAILS
Adhesiea Type:
Type Cap Sheet----�
Mears RooPHelght: t5'FT Roof Covedng: METAL
Type $Sim Drip 2"X21/2"
Edge:
ST. LUCIE 1, CORKS
Section E (Tile Calculations)
For Moment based tile systems, choose either Method 1 or 2. Compare the values for Mr 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: xix--=-i-Me: _M,_ product Approval M,
-_
_)-
(Zone 2e: _x�= Mg: _=Mry_ product Approval Mr
(Zone 2n: ._xl.= I_Mill: Mom,_ Product Approval Mr.
(Zone 2r: _xl_= _I -Mg: =Mm_ product Approval Mr
(Zone 3e: -XX__= W--M,a.- Product Approval Mr
(Zone 3r: _x2.^= __Mill: a_ Product Approval M.
Method 2 "Simplified Tile Calculations Per Table Below"
Required Moment of Resistance (MA From T.hle ael..,., ...
- wwwa, ivir__
Mr required Moment Resistance*
Mean Roof Height Roof Slope
15'
20'
25'
30'
q0
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
*Must he used in ..�.
24.4
_ r.
25.9
27.1
28.2
30.0
__.. _.._._.. ..
WhjtoObt�ain Information
Description
Symbol
Where to find
Design Pressure
Zones 1, 2e, 2n, 2rFrom
applicable table in RAS 127 or by an engineering analysis
prepared by PE based on AKE 7
Mean Roof Height
HJob
She
Roof Slope
BJob
Site
Aerodynamic Multiplier
aProduc[Approval
Restoring Moment due to Gravity
MrProduct
Approval
Attachment Resistance
Mr
Product Approval
Required Moment Resistance
Mr
Calculated
Minimum Attae
chment Resistanc
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.