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` . 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
Required Sections of
the Permit Application
Form
Attachments Required
See List Below
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,i .7
Metal Roofs
A, B, D
Wood Shingles and
Shakes
A, B, D
1,2.4.5.6.7
Other
As Applicable
1,2.3,4,5.6,7
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
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
Section A (General Information)
Master Permit No.
Process No.
Contractors Name: S�e, FYoom Rollo -�N I-uc License # CCO21oq' 11
Job Address 5IEO uVJ Al CoSp %j 1 pof_� S" Ubt
ROOF CATEGORY
❑ Low Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tiles
❑ Asphaltic Shingles . Metal Pane Shingles ❑Wood Shingles/Shakes
❑ Prescriptive BUR-RAS 150
ROOF ROOF TYPE.
❑ New roof ❑ Repair ❑ Maintenance OReroofing ❑ Recovering
.ROOF SYSTEM INFORMATION
Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) a' �"00 Total (SF) 912,00
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.
M1
E
I I
I■MENNEN
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iMENEM
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■rMEMO(120
■ENEEME�
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NEMESES
ST. LUCIE W0P.v9-<'S,
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:
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':_...."
oc @ Lap, # Rows 0 "oo
Zone 1:_.._."
oc @ Lap, # Rows @ "oc '
Zone 2:_.._."
oc @ Lap, # Rows @ "QC '
Zone 3:_.._."
oc @ Lap, # Rows_ ® "oe
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 Manufacturer: 7A -5,irl-
rS
Notice of Acceptance Number:>�� %Y61-1S, V.-,RY,
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations):
.Zone 1: Zone 2e:^Zone 2n:_Zone 2r:-.7one 3e: Zone 3r:
Dactci'Y,
Type Underiayment 44,. ,57U4/rl
Rooi Slope:
• Insulation:
Fire Barrier:
Ridgellent ian7 Fastener Type & Spaoing: Id- a-c
Adhesive Type:
Type Cap Sheet~
Mean RodHeight: � � Roof Covering:
Type & Sine Drip
Edge:
Se�!e kalcatio !q
For Moment based the systems, choose either Method 1 or 2. Compare the values for Mr with the values from Mr. If the Mr values
are greater than or equal to the Mrvalues, for each area of the roof, then the the attachment method is acceptable.
ry Method i 'Moment Based Tile Calculations Per RAS 12T
(Zone 1: �t is?,q.sol x $1.1(a 9a. Product A r 'Mr 7
---..,a'"� � Approval Mi..-�._
(Zone 2e: It0l1.3A1 Wi;$'� mNi�; s fb�°� Product Approval M. $Oi
(Zone 2n: x 3 0 3i' _ 2,3� -
......} 1.74 = P. a, Product Approval M• 3_.__ T7_�
lone 2r: x 7i D.Jil{ 9, 3 - Mg, ��
( � ,9C � (>�� ?:O�G product Approval Mt- ,. r
(Zone3e::. xMe:' I, 20,6 Prod actApproval l M 39.1
/
(Zone 3r. xo •; - P�Q:>" Me 36 Product Approval Mr
Method 2 "Simplified Tile Calculations Per Table Below"
Required Moment of Resistance (Mr) From Table 9eIOW _P-rlur•f dnn-,-1 AIG
Mr required Moment Resistance*
Mean Roof Height Roof Slope
15'
20'
25'
30'
2.12
34.4
_
36.5
38.2
39.7
42 2
3:12
32.2
34.4
36 o
_
37.4
.1
39.8 '
4:12
30.4
32.2
33.8
35.1
I 37.3
5:12 - �!-
6:12 +
28.4
2
30.1
28.0
_ 32.6
29.4
32.8
- 30.5 1
34.9
32.4 i
7:12-24.4
' 25.9
27.1
28.2
30.0 '
I -At - US- n. Conju-Ilu1T with a ust or moment based tile systems
o For Uplift based the systems use Method 3. Compare the values for F' with the values for F, If the F'vaiues are greater than or
equal to the Fr values, for each area of the roof, then the file attachment method
is acceptable.
Method 3 "Uplift Based Tile Calculations Per RAS 12T
(Zone 1: x L =x W:= ) -W: cos r =Fry
Product Approval F'
(Zone 2e: x L =x W:=____j -w: cos r =Fri
Product Approval F'______�,_-�
(Zone 2n: x 1 =x W:=�j -W: cab r =Fran,
Product Approval F'
(Zone 2r: x L =x W:=___)-W:_ cos r =Fr2r
Product Approval F'
(Zone 3e: _x 1 =x W:=_,___• j-W:- cos r =Fri
Product Approval F`
(Zone 3r: x L =x W.= ) -W: cos r =Fr3,
Product Approval F'
Where to Obtain Information
oescrlption
Design Pressure
I Symbol
Zones 1, 2e, 2n, 2r, 3e, 3r
-
Where to find -�
From applicable table In RAS 127 or by an engineering analysis
prepared by PE based on ASCE 7
Mean Roof Height
H
TO Site
Roof Slope
a
Job Site 1
Aerodynamic Multiplier
a w
Me
Product Approval
Product Approval
_
Restoting Moment due to Gravity
Attachment Resistance
Mr
Me
F'
_ Fr
� � �
-^
Product Approval
Calculated
Product Approval
Calculated
Required Moment Resistance
Minimum Attachment Resistance
Required Uplift Resistance
Average Tile Weight J
W
Product Approval
Tile Dimensions i L= length W =width ! Product Approval
All calculations must be submitted to the building official at the time of permit aaaliraton.