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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
Prescri pti
ve BUR-RAS 150
Asphaltic Shingles
Concrete. or Clay Tile
Metal Roofs
Wood Shingles and
Shakes
Other
Required
the Permit
Form
Sections
Applica
Al B C
A.? B, C
Ap B.0 D
A, BIP D, E
AJV BJ* D
A#* B, D
As Applicable
of
tion
Attachments Required
ATTACHMENTS REQUIRED As Applicable):
1. Fire Directory Listi
fl
UIFrom Product Approva
Front Page
Specific System Description
Specific System Limitations
General Limitations
Applicable Detail Drawings
See List Below
1112pa40567a
24567
6 1 o?o4v5p8.7
ll21314f5j697
112,*%A4,596:174
1,2141259697
1 ,2,3.4,5,6,7
3. Design Calculations per Chapter 16, or if applicable, RAS 127 or RAS 128
/4). Other Component of Product Approval
Municipal Permit Application
Owners Notification for Roofing Considerations (Reroofing Only)
Any Required Roof Testing/Calculation Documentation
Form RooflnfoFeb2l Rev Feb 18, 2021
ST. LUCIE WORKS
Section A (General Information)
Master Permit No. Process No.
6
Contractors Name:9P icense # .R3 law.
I�ll.��r1►1i7��/��:'�/.��i�4� .
ROOF CATEGORY
0 Low Slope 0 Mechanically Fastened Tile ❑Mortar/Adhesive Set Tiles
�haltic Shingles ❑ Metal Panel/Shingles DWood Shingles/Shakes
❑ Prescriptive BUR-RAS 150
ROOF ROOF TYPE., �
❑ New roof O Repair 0 Maintenance 12r Reroofing ❑ Recovering
ROOF SYSTEM INFORMATION
Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF)
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.
Pr
how ?TO ro
Iro apt,
A A
...........
ERNE -RE Eqw—
�����t���i�,��■tom ■ �r��
dh
ff
ANIL
ST. LUCIE WORKS
Section C (Low Slope Roof)
Fill in specific roof assembly components and identify
manufacturer
(If a component is not iden
System Manufacturer:i
tifY as "NAB'}
Product Approval No.:
OPENEW&IIIIIIIIIIM
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
Zone
1
Zone
2
Zone
3
go
oc Lap,, # Rows _ @ " oc
oc @Lap, # Rows @ " Oc
oc @ Lap, #Rows 9 "ac
oc @ Lap, # Rows— @ ° oc
Number of Fasteners Per Insulation Board:
Zone 1':ne Zolo Zone 2b. ....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. -h
11
ST. LUCIE WORKS
Section D (Steep Slope Roof
Roof System Manufacturer: —
Notice of Acceptance Numbe
ri
System
MRW
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations):
Zone L.. Zone 2e:_ Zone 2n: Zone 2r.*. Zone 3e: Zone 3r.
y
4 Roof
Deck Type:
Type Underlament
lope.
12
.ft
in
Ridge Ventilation?
qp� IMPMMMINNOPMMU
w
T
Mean Roof He'j'ghtu.
I.
Insulation:
Fire Barrier:
e_�
Fastener Type & Spacing:
Adhesive Type,:
Type
Cap Sheet
Roof Covering
Type & Sipe Drip
Edge:
w
qb
A
LA
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 Mr. If the Mf values
are greater than o r equal to the M r values, for each area of the roof, then the file attachment method is acceptable.
(Zone 1.0
(Zone 2el.
(Zone 2n:
(Zone 2r.
(Zone 3e,.
(Zone 3r:
Method 1 'Moment Based Tile Calculations Per RAS 12T
x�son
. x�
X
X
xx
X
mgm _ mo NitProduct Approval
� — Mg: = M� Product Approval Mf
_) -- Mg: mar, Product Approval Mf.-
".J — Mg: = M� Product Approval Mf
_� -- Mg: = M� Product Approval Mr
a - Mg: = MProduct Approval Mr
Method 2 "Simplified Tile Calculations Per Table Below"
Required Moment of Resistance (M,) From Table Below Product Approval Mr Emw
Mr required Moment Resistance*
Mean Roof Height Roof Slope
15`
20P
25'
30"
40'
2:12
34.4
364.5
38.2
39.7
42*2
3:12
32.2
34*4
36.0
37.4
39o8
4*912
30.4
32.2
318
35.1
3743
5-412
28w4
3091
31a6
32.8
34o9
6:12
26a4
28-60
2914
303
3294
7:12
2444
25.o9
2701
281
30.0
*Must be used in conjunction with a list of moment based tile systems
• For Uplift based tile systems
use Method 3. Compare the values for F'wl*th the values for Fr If the Pvalues 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 RAS 12T
(Zone
1dF
.
x L
-x W:.=...
0-W;
cos
r
=Fri
(Zone
2e:
x L
=x W:—
—W.
cos
r
= Free
(Zone
2n:
x L
=x W:—
cos
r
=Fr2n
(Zone
2r:
x L
= W:=
_W9
cos
r
-Fr -r
(Zone
3e:
x L
-x W-00
—WIN
cos
r
F r
(Zone
3r:
x L
—x W:�
wo
cos
r
=Fr r
Product
Approval
F
Product
Approval
F-'
Product
Approval
F'
Product
Approval
P
Product
Approval
F
Product
Approval
F'
Where to obtain Information
Description
Symbol
Where to find
Design pressure
hones 11 fie, 2n, Zr, 3e, 3r
From applicable table in RAS 127 or by an engineering analysis
prepared by P-E based on ASCE 7
Mean Road Height
H
Job Site
Roof Slope
8
Job Site
Aerodynamic Multiplier
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.