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ST. LUCIE WORKS
Section E (rite Calculations)
For Moment based the systems, choose either Method 1 or 2. Compare the values for Mr with the values from Mr. If the Mf values
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 RA5 12T
(Zone 1 : x ;L-_ Ma: �_ Ny Product Approval Mi
(Zone 2e: x _ `� --j[g; a M,2, Product Approval Mr- - _
(Zone 2n: x _ ^� Mg-, ca M,2,,� Product Approval Mr
(Zone 2r: x = Mg: = M& Product Approval Mf
(Zone3e: Mg: =Mc„ Product ApprovalMf .
(Zone 3r: X I z MM _ Mra Product Approval Mf- - ._
Method 2 "Simplified Tile Calculations Per Table Below"
Required Moment of Reslstan a (Mr) From Table Be!jw Product Aooroval Nb
Mr required Moment
Resistance*
Mean Roof Height Roof 5tope
15'
20`
25'
30'
40'
2:12
34.4
36.5
38.2
39.7
42.2
3:12
321
34.4
36.0
37.4
39.8
4:12
30.4
-.2.2
33.8
35.1
37.3
5.12
28.4
30.1
31.6
32.9
34.9
6:12
26.4
28.D
29.4
27.1 1
30.5
28.2
32.4
30.0
7:12
Z4.4
Z5.9
-must oe useo in conjunction with a list of 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 Fr values, for each area of the roof, th,-n the t€le attachment method is acceptable.
Method 3 "Uplift Based Tile Calculations Per RAS WT
{Zone 1: x L --x W:-�j -W: cos r =F Product Approval F`
(Zone 2e: x t x W:----) -W: cos r =Fo,, Product Approval F'
(Zone 2n: x L =x W:=___) -W._ _ cos r =Frza- Product Approval F'__
(Zone 2r: x L =x W:=) -W: cos r =Fr2r___ _, Product Approval F'�
(Zone 3e. ____x L =x W:=-W: cos r =Fr � Product Approval F'
(Zone 3r. -x L =x W:= ) -W.,cos r =Fr3r Product Approval F'
Wherr to Obtain Information
Description
Symbol
Where to find
Design Pressure
$
Zones 1, 2e, 2n, Zr, 3e, 3r
Fram applicable table in RA5 127 or by an engineering analysis
prepared by PE based on ASCE 7
Mean Roof Height
H
Job Site
-
Roof Slope
9
Job5►te
Aerodynamic Multipger
a
Product Approval
Restoring Moment due to Gravity
Ma
Product Approval
Attachment Resistance
Mr
Product Approval
Required Moment Resistance
line
Calculated
Minimum Attachment Resistance
P
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.
M.
SectlDh-D (Steep Slope RDof System)
Roof System Manufacturer; OfYK K0
Notice of ACCepta nce plumber:
AO
Minirnum Design Wlnd Pressures, If Applicable {From 3AS 127 or Calculations);
Zone 1:�one 2e:---.Zone 2n:�Zone 2r:one 3e:----Zone 3r:
Roof. Slope; rye@ u:
.�: 12
insi
Ridge Wntgation?
Fire Barrier: a
Fastener Type & Spacing:
Adi"%e Type,
Type Qp Street:
Mean RootHeigit:
j
Rmf Qmxlngc/
i
t : & Siza 1 +
.g_I
ST. LUCIE WORKS
ST LUCIE COUNTY ROOFING PERMIT INFORMATION SHEET
Florida Building Code 7th Edition (2020)
Based on Section 1S?5 of the Fiorida 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
Required Sections of
the Permit Application
Form
Attachments Required
See list Below
Low 51ope Application
ABC
Prescriptive BUR-RAS 150
A,B,C
7,4,5,6,7
Asphaltic Shingles
A,B,D
A,B,D,E ---
I A4,5,8,7
IA3,4,5,6,7.
W_ IA4,5.6,7
Concrete or Clay Tile
Metal Roofs
i A,B,D
Wood Shingles and
Shakes
A,8,D
Other
As Applicable
1,2,3,4,6.6,7
ATTACHMENTS REQUIRED As Applicable):
1.
Fire Directory Listing .'age
2.
From Product Approval:
Front Page
Specific System ❑e5cription
Specific system Limitations
General Limitations
Applicable Detaii Drawings
3,
Design Calculations per Chapter 16, or if applicable, RAS 127 or RAS 128
4.
Other Component of Product Approval
Municipal Permit Application
5.
6.
Owners Notification fnr Roofing Considerations (Reroofing Only)
7,
-Any Required RoofTesting/Calculation Documentation
Form RooflnfoFeb21 Rev Feb.18, 2021
ST. LUCIE WORKS
Section C (Low Slope Roof)
Fill in specific roof assembly components and Idemify
manufacturer
(if a component is not�u—sed, Identify as "NA")
System Manufacturer __ l fy0 �0
Product Approval No.:� q — o +
Design Wind Pressures, From RAS 128 Or Calculations:
Zone V; Zone 1:—Zone 2: Zone 3:
Max. Design Pressure, from the specific product approva€
system: _
Deck: Vo 6
Gauge Thickness:
Slope:,
Anchor/Base Sheet & No. df Ply(s):
Anch / as 5 t Fr]astenerjBanding Material:
Insulation Base Layer:
Base Insultation Size and Thickness:
B s Insulation Fastener/Bonding Materiai:
Top Insulation yer:
Top Insulation Size and Thickness:
Top Insulation Fastener/Sanding Material:
Base Sheet(s) & No. of Ply(s).-
Base Sheet Fastener/Banding Material:
PfySheet(s)' & No. of Ply(s):
Ply -Sheet Fastener/Sanding Material:
Tap Ply:
Top Ply Fastener/Hording Material:
Surfacing;
Fastener Spacing for Anchor/Base Sheet Attachment:
Zone Z'-
" oc @ Lap, # Rows__ @ ' l
Zone 1:—"
oc @ Lap, # Rows @ ,= oo
Zone 2:—"
oc @ Lap, # Rows @ am
Zone 3:—"
oc @ Lap, #l' Rows ® . as
Number of,Fasteners Per Insulation Board:
i
Zone V- one l: Zone 2--Zone 3:_.___y
Illustrate Components Noted and Details as Applicable:
Woodblocking, Gutter, Cdge 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 5pacing or Submit Manufacturers Details that
Comply with RA5 111 and Chapter 16..
t
ST. LU IE WORKS
Section A (General information).
Master Permit No.
Process No. f
Contractors Name: +'1 nu r License if � �J
Job Addresslaw�Cy— Q. ;
ROOF CATEGORY
❑ Low Slope ❑ Mechanically Fastened Tine ❑ Mortar/Adhesive Set Tiles
❑'Asphaltic Shingles ❑ Metal Panel/Shingles 01Nood Shingles/Shakes
❑ New roof ❑ Repair
Low Slope Roof Area (SF)
0 Prescriptive BUR-RAS 15o
ROOF ROOF TYPF.
i] Mair•tenance JLReroofing
ROOF SYSTEM INFORMATION
Steep Sloped hoof Area (SF)
❑ Recovering
Total (SF)
Section B (Roof Plan)
Sketch Roof plan: iilustrate all levels and Sections, roof drains, scuppers, overflow scuppers and overflow drains. include
dimensions of sections and levels, clearly identify dimensions of elevated pressure roves and location of parapets.