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ST. LUCI.E. WORMS
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
PrescIrptive BUR-RAS 150
Asphaltic Shingles
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C
Concrete or Clay Tile
x Metal Roofs
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,Wood Shingles and
;hakes
Other
Required Sections of
the Permit Application
Form
A, B, C
A, B, C
Aj B, D
A,B,D,E
A,B,D
As Applicable
Attachments Required
See List Below
ATTACHMENTS REQUIRED As Applicable):
Fire Directory Listing Page
From Product Approval:
Front Page
Specific System Description
Specific System Limitations
General Limitations
Applicable Detail Drawings
112,31415s6j`7
214,5?617
0 1,2,415,6,,7
1,2,3A,5,617,
1121314,5,617-
1,21415,6,7
1,2,3141516,7
3, Design Calculations per Chapter 1Q. 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)
7.1 Any Required Roof Testing/Calculation Documentation
Fora RooflnfoF k l Rev Feb 18, 2021
ST. LUCIE WORKS
Master Permit No.
w'ow
Contractors Name; Tux ]�_[ ctv e....,.n
Job Address q SCQ
0 Low Slope
L7Asphaltic Shingles
0 New roof
❑ Repair
Low Slope Roof Area (SF)
=e 1
Section A (General Information)
Process No.
License# -
vo�i- �r-l- q)ujrcc_-..
ROOF CATEGORY
D Mechanically Fastened Tide
Metal Panel/Shingles
0,00
❑ Prescriptive BUR-RAS 150
ROOF ROOF TYPE.
❑ Maintenance
❑ Mortar/Adhesive Set Tiles
E]Wood Shingles/Shakes
0 Reroofing
ROOF SYSTEM INFORMATION
Steep Sloped Roof Area (SF) 5 1 1
Sketch Rood Phan: Illustrate all levels and
Section B (Roof Plan)
sections, roof drains, scuppers,
0 Recovering
Total (SF) S
overflow scuppers and overflow drains.
Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets.
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ST. LUCIE WORKS
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:
done 1': Zone 1: Zone 2: Zane 3,.6
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/Bondin
insulation Base Layer:
base Insultation Size and Thickness: __
Base Insulation Fastener/Bonding Mat
Top Insulation Layer:
Top insulation Size and Thickneffi:
mil;
ial:
Tod Insulation Fastener/Bon,�#"ir�g Material -
Base
Sheet(s) & No. of
Base Sheet Fastener
Ply Sheet(s)'&
Ply Sheet Pas
Top Ply:.'
Y(S):
onding Material:
. of Ply(s):
ner/Bonding Material:
Top Ply Fastener/Bonding Material:
Surfacing:
fastener Spacing for Anchor/Base Shee Xttacment:
Zone ...11 fs 0C
0C @ Lap, # Rows @ o n ert Ro s
Zone oc @ Lap, # ows @ oc
Zone 3: oc @ La Rows. @ 0C
Number of Fastenexi Per insulation Board:
Zone 1`: zvb n e 1 a Zone 2: Zane I
Illustrate C mponents Noted and Details as Applicable:
Woodbl eking, Gutter, Edge Termination, Stripping,
Flashiy(j, Continuous Cleat, Cast Strip, Base Flashing,
Cfiterflashing, Coping, Etc,.
17dicate: Mean Roof Height, Parapet Height, Height of Base
Flashing, Component Material, Material' Thickness , Fastener
Type, FastenerSpacing or Submit Manufacturers Details that
Comply with RAS 111 and Chapter 164 .
STx LUCIE WORKS
Section D (Steep Slope Roof System)
Roof System Manufacturer:
Notice of Acceptance Number:
non n c)
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations):
.Zone 1,,5�5Zone 2e:h 0.-5,one 2nwl.aI�one 2r1c�11.S.1.2one 3e:1 :5. !one 3r:
r
Roof Slope..
- : 121
Ridge Ventilafion?
q ts
deck Type:
Type Underlayment.4
\ Insulaton:
l
i
J Mean RoofHeight: 145 1
Fire Barrier*.
NS Lt 06c)
4
Fastener Type & Spacing: 2
10011k r
Adhesive Type: A L��
:;overing:
Ype & Size Drip
idgewA
r
3X 3 C
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SCULOZ
ST. LUCIE WORKS
Section E (Tile Calculations)
For Moment based file 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 Mr values, for each area of the roof, then the the attachment method is acceptable.
Method lWornent Based Tile Calculations Per RAS 12T
(Zone .: x x
(Zone 2e: - xI
(Zone 2n:
x X.
(Zone 2r:
(Zone 3e:
(Zone r. 3
x x
Mg:
mo
mgm
M r2a
Mg:
Mr2n
- Mg:
Mr3e
','new
iR
Mg
Product Approval Mi
Product Approval Mf
Product Approval Mf,
Product Appeal Mf
Product "proval M�
Prod ucApproval Mfi
Method 2 "Simplified Tile Calculations Per Ta
Required Moment of Resistance (Mr) From Table Below Product Appr
*Must be used in con9
junction with a !is of mores
* For Uplift based the systems use Metho . Com
equal to the Fr values, For each area
(Zone 1:
(Zone 2e:
x L =x W:=
(Zone 2n: x L =x W-,=
(Zone 2r:
(Zone 3e:
the roof. then t
Below"
a! Mf
file systems
values for F with the values for Fr if the F' values are greater than or
e file attachment method is acceptable.
Methd 3 "Uplift Based Tile Calculations Per RAS 12T
x L =X w:= ) -w:
xL
(Zone 3r: x L
=x W:= ) -W:
=x W:= —) -W
Product Approval F'
Product Approval F'
Product Approval F'
Product Approval F'
Product Approval 1c'
Product Approval F I
os r =Fri
cos r =Fr2e
cos r =Fr2n
cos =Fr2r
cos r =Fr3e
cos E' =I-r3r
Where to Obtain Information