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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
Low Slope Application
Prescriptive BUR-RAS 150
Asphaltic Shingles
Concrete or Clay Tile
Metal Roofs
Wood Shingles and
Shakes
Other
Required Sections of
the Permit Application
Form
A, B, C
A,a,C
A, B, D
A, 8, D, E
A, B, D
A, 8, D
As Applicable
Attachments Required
See List Below
1,2,3,4,5,6,7
2,4,5,6,7
1,2,4,5,$,7
1,2,3,4,5,6,7
1,2,3,4,5,6,T
1,2,4,5,6,7
1,2,3,45,6,7
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
S. 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 `aWORKS
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#1654A
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: -80 W-82
Deck:
Type. PLYWOOD
Gauge Thickness: 5/8"
Anchor/Base Sheet & No. df Ply(s): 1
Anchor/Base Sheet Fastener/Bonding Material:
SCREWS AND PLATES
Insulation Base Layer: N/A
Base Insultation Size and Thickness: TAPERED 1/8"
Base Insulation Fastener/Bonding Material:
SCREWS AND PLATES
Top Insulation Layer: N/A
Top Insulation Size and Thickness: N/A
Top Insulation Fastener/Bonding Material:
SCREWS AND PLATES
Base Sheet(s) & No. of Ply(s): 1 PLY
Base Sheet Fastener/Bonding Material:
SCREWS AND PLATES
Ply Sheet(s)' & No. of Ply(s):
Ply Sheet Fastener/Bonding Material:
APP TORCH
Top Ply: 1 APP TORCH
Top Ply Fastener/Bonding Material:
APP TORCH
Surfacing:_ N/A
Fastener Spacing for Anchor/Base Sheet Attachment:
Zone 1':."
oc @ Lap, If Rows_ @ _" oo
Zone 1:_"
oc @ Lap, # Rows _ @ _" oo
Zone 2:_"
oc @ Lap, # Rows _ @ _ oo
Zone 3:_."
oc @ Lap, # Rows_ @ _" oo
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)
Hoof system Manufacturer: OWENS CONRING DURATION
Notice of Acceptance Number: FL#10674.1
Minimum Design Wind Pressures, If Applicable (From RA5127 or Calculations):
Zone 1: -57 Zone 2e:-57 Zone 2n:9J--.Zone 21.-21_Zone 3e:= 11 Zone 3r: -128
Deck Type: PLYWOOD
Type Underlayment OWENS CORNING TRI-BUILT-F1M31539.1 SELF ADHERED UNDERLAYMENT
Roof Slope:
5 : 12
Insulation:
Fire Barrier:
RWge VerdlleM1an7 Fastener Type & Spacing: g•FIELD IC'PERIMETER, aD RING SHANK NAILS
Adhesive Type:
Type Cap Sheet
Mean RooFHeight:15' FT Roof Covering: SHINGLES
Type R Sim Drip
Edoe:
ST= LUCIE iORKS
Section E (Tile Calculations)
For Moment based tile systems, choose either Method 1 or 2. Compare the values for M, with the values from Mf. If the Mfvalues
are greater than or equal to the M,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: _X). c --- )_Mig_=Min _ Product ApprovalM
(Zone 2e: _Xl_,_= MB:-=Mr„- Product Approval Mi.
(Zone 2n: -Xh,= _)_Mg;_=Mm,_ Product A
(Zone 2c _XJ._c MApproval Mf
-)-M9�--=m-. Product Approval
Mr.
(Zone 3e: ;_xt._= _ 1-My lil.� Product A
pproval M
(Zone 3r: _X).-- _)_kV M*_ Product Approval Mf.
Method 2 "Simplified Tile Calculations Per Table Below"
Required Moment of Resistanrx fMA Fr,,,., r•ue o.u..... .. _
- - I i---Pwovan lwf-
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
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 be used in r„nn..,,ii-,.act,
24.4
. H _s_____.
25.9
L
27.1
28.2
30.0
one
systems
• For Uplift based tile systems use Method 3. Compare the values for "with the values for F, If the F'values are greater than or
equal to the F, values, for each area ofthe 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= F,t_ Product Approval F'
(Zone 2e:_x L_ xW:= J-W _cos r= F,z= Product Approval F'
(Zone 2n:_x L=xW:=�_W;_cos r=F,m_ Product Approval F'
(Zone 2r: _x L_=x W:=__ -W; cos r= F,i,_ Product Approval F'
(Zone 3e: _a L= x W:=_____j _W;_cos r= F,n._ Product Approval F'
(Zone 3r. _x L_=tr W:=� _W:_ cos r= Fre,_ Product Approval F'
Where W Obtain Information
escription
Symbol
Where to flnd
sure
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
Height
W,H
H
lob Site
B
Job Site
c Multiplier
a
oment due to Gravity
M•
Pm not Approal
Resistance
Mf
Pro utt Approval
Required Moment Resistance
Me
Calculated
Minimum Attachment Resistance
P
Product Approval
Required Uplift Resistance
F,
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.