HomeMy WebLinkAboutROOFING PERMIT INFORMATION SHEETR ST. LUCIE WORKS
ST LUCIE COUNTY ROOFING PERMIT INFORMATION SHEET
Florida Building Cade 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:
Required Sections of
Attachments Required
Roof System
the Permit Application
See List Below
Form
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
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, p
Wood Shingles and
A, B, ❑
IA4,5,6,7
Shakes
Other
As Applicable
1,2,3,4,5,6,7
ATTACHMENTS REQUIRED As AnralirahlPl-
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 vVORKS
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: POLYGLASS
Product Approval No.: FL#1654.1
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: -90 W-209
Deck:
Type: PLYWOOD
Gauge Thickness: 5B"
Slope: 0112
Anchor/Base Sheet & No. df Ply(s): 1
Anchor/Base Sheet Fastener/Bonding Material:
ELASTOBASE SELF ADHERED
Insulation Base Layer: N/A
Base Insultation Size and Thickness: N/A
Base Insulation Fastener/Bonding Material:
N/A
Top Insulation Layer: N/A _
Top Insulation Size and Thickness: N/A
Top Insulation Fastener/Bonding Material:
N/A
Base Sheet(s) & No. of Ply(s): N/A
Base Sheet Fastener/Bonding Material:
N/A
Ply Sheet(s)' & No. of Ply(s): APP SMOOTH TORCH
Ply Sheet Fastener/Bonding Material:
APPTORCH
Top Ply: APP GRANULATED WHITE MODIFIED
Top Ply Fastener/Bonding Material:
APP TORCH APPLIED
Surfacing: N/A
Fastener Spacing for Anchor/Base Sheet Attachment:
Zone 1':_"
oc @ Lap, # Rows_ ® _'op
Zone 1_"
at @ Lap, # Rows _ ® _°op
Zone 2:_"
oc @ Lap, # Rows _ ® _° oo
Zone 3:—"
oc @ Lap, # Rows_ ® —" oc
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 WORKS
Section D (Steep Slope Roof System)
Roof System Manufaaurer: OWENS CONRING DURATION
Notice of Acceptance Number: FL#16674.1
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations):
Zone 1:-74 Zone 2e:—Z4.Zone 2n:J-QO-Zone 2r:0Zone 3e:-1Q8.Zone 3r: -126
Dwk Type: IPLYWOOD
Type Underlayment OWENS CORNING TRI-9UILT-FLN4539.1 SELF ADHERED UNDERIAYMENT
Roof Sbpe:
3 12
Insulation:
Fire Bandar:
Ridge VentAation? Fastener Type & Spacing: Is-FIELD14' PERIMETER. OD RING SHANK NAILS
Adhesive Type: I
Type Cap Sheet
Mean Roof Height:Roof Covering: SHINGLES
Type & Sim Drip 2'SCZ"
Edge:
ST. L.UCIE WORKS
Section E (Tile Calculations)
For Moment based tile systems, choose either Method 1 or 2. Compare the values for M, with the values from Mr. If the Mrvalues
are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable.
Method 1'Moment Based Tile Calculations Per RAS 12T
(Zone 1: _Xx__ _ I_Ml_.Mn_ Product Approval M,
(Zone 2e: _X).�= _)-Mg:_=My_ Product Approval M•
(Zone 2n: ,_xd = _)-Mg:_=M.,_ Product ApprovalM
(Zone 2rt _XL_= - Mg: _=Ml Product Approval Mr
(Zone 3e: X)#_=-Mg:_=Ml_ Product Approval Mi.
(Zone 3r: _X2._= - Mg: _=Mm- Product A
pproval Mr
Method 2 "Simplified Tile Calculations Per Table Below"
Required Moment of Resistance (Mr) From Table Below -Product Approval Mr_
M, 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
-W-A
34.4
36.0
37.4
39.8
4:12
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
viustt be used In mmunalon wnn a list or moment based the 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 F, values, for each area of the roof, then the tile attachment method is acceptable.
Method 3 "Uplift Based Tile Calculations Per R45 12T
(Zone 1: _x L=x W:=_)-W:cos r= Fn Product Approval F'
(Zone Ze:_x L=xW:=-W:-cos r=F,re_ Product Approval F'
(Zone 2n: _x L_=x W:=_)-W:_ cos r=Fan_ Product Approval F'
(Zone 2r: _x L -rz W:=_j -W: cos r= F,tr_ Product Approval F'
(Zone 3e:_xL xW:= -W:- Cos r=Fx_ Product Approval F'
(Zone 3r: _x L x W:=_-) -W:_ cos r_ F,s,_ Product Approval F' _
Where to Obtain Information
Description
Symbol
Wheretofind
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
B
lob Site
Aerodynamic Multiplier
a
Product Approval
Restoring Moment due to Gravity
Ms
Product Approval
Attachment Resistance
Mr
Product Approval
Required Moment Resistance
Mr
Calculated
Minimum Attachment Resistance
F'
Product Approval
Required Uplift Resistance
F,
Calculated
Average Tile Weight
W
Product Approval
Tile Dimensions
L=length W=width
P,.!u Approval
All calculations must be submitted to the building official at the time of permit application.