HomeMy WebLinkAboutROOFING PERMIT INFORMATION SHEETST LUCIE COUNTY ROOFING PERMIT INFORMATION SHEET
Florida Building Code 7th,Edi•tion (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:
Required Sections of
Attachments Required
Roof System
jthe Permit Application
See List Below
Form
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
1,2,3,4,5,6,7
-.. w w�
Metal Roofs ;� ,...,
q e }:. q'g': D ,
_ } t -- ,f•'. ,r
Wood Shingles and
A,B,D
1,2,4,5,6,7
Shakes
Other
As Applicable
1,2,3,4,5,6,7
ATTACHMENTS REQUIRED As Applicable):
i_1;
Fire Directory Listing Page N !sw
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 V
6.'
Owners Notification for Roofing Considerations (Reroofing Only) ✓
7.'
Any Required Roof Testing/Calculation Documentation ✓
Form RooflnfoFeb21 Rev Feb 18, 2021
T. LUCIE WORKS
Master Permit No.
Section A General"Irnform-ation ,-
Process No.
Contractors Name: �� 1, ( ��I� n(� License #
Job Address 4goq PMM W I
ROOF CATEGORY
❑ Low Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tiles
❑Asphaltic Shingles Xletal Panel/Shingles Mood Shingles/Shakes
❑ Prescriptive BUR-RAS 150
ROOF ROOF TYPE_
❑ New roof ❑ Repair ❑ Maintenance �4eroofing ❑ Recovering
-ROOF SYSTEM INFORMATION I� r I
Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) 2- 4 00 Total (SF) 2y-00
(Section f3 (Roof'Plan)`7
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.
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4909 Palm Dr, Fort Pierce, FL 34982-7166
BRILLIANT ROOFING
brilliam—fers —
Brilliant Roofing
4149 S.E. Salerno Rd.
STUART, FL 349976936
tel. 772-713-0595
email: troyglowthsr@gmail.com
e a g l e v i e w
Measurements provided by �:
eagleview-
REPORT DETAILS
QuickSquaresTM
July 9, 2021
A
Roof #1 Area: 25 Squares
M
Predominant Pitch: 3 100%
This report includes up to two structures on a residential property and one structure on a multi -family property. The pitch
has been factored into the calculation with no waste, Please upgrade to a Premium Report to receive measurements for
additional structures and for any lower roof areas that may be obscured from view in the top -down image, as they are not Satisfaction Guaranteed
Included In the totals on this report. www.eacileview.com/G
Upgrade Your Report!
QuickSquares is a report used to estimate the overall size of the roof; for material -ordering accuracy, contractors should
upgrade to a Premium Report. The price of your QuickSquares report will be deducted from your upgrade.
A Premium Report includes:
0 3D Roof Diagram o Length Diagram o Area Diagram
e Aerial Images (Top, N, S, E & W) ° Notes Diagram o Pitch Diagram
�--` Waste Calculation Table o Report Summary o Customizable Report
® Square Footage Pitch Table
p 2008-2021 Eagle View Technologies, Inc. and Pictometry International Corp. —All Rights Reserved —Covered by one or more of U.S. Patent Nos. 8,078,436; 8,145,578; 8,170,840; 8,209,152; 8,515,125; 9,183,538; 8,818,770; 8,542,880; 9,244,589;
9,329,719. Other Patents Pending.
%'L�1C1
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.:
Surfacing:
Fastener Spacing for Anchor/Base Sheet Attachment:
Zone 1':—.._."
oc @ Lap, # Rows ® "ac
Zone 1:—"
oc @ Lap, # Rows ® "ob `.
Zone 2:r.",
oc, @ tap, # Rows @ " oc
Zone-3-
oc @ Lap, #.Rows— @ °oc
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: r
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 Insulatiori'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:
Number of Fasteners Per Insulation Board:
Zone 2': Zone I:- Zone 2: Zone 3:—
Illustrate'Componehts Noted`and Details -as Applicable:
Woodblocking, . Gutter, Edge Termination, Stripping,
Flashing,Coritihuous Cleat, Cant Strip, Base Flashing,
Counterf lashing, 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..
Section D (Steep
_Slope Roof System)
Roof System Manufacturer:
Notice of Acceptance Number:�2-
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): .
Zone 1A(00Zone 2e:15oZone 2n:D Zone 24aaZone 3e:1t21.Zone 3r: 17-0
<SeE C.4P12T -*- I -- EX PC) SUl12G la>
Deck Type:��
Roof Slope. Type Underlayment: DUIPoN,T eV—QM,--Q— 1k�)O
12 Insulation:
N ..
Fire Barrier:
Ridg Ventilation? Fastener Type & Spacing: 2y 1 X I S ')
Adhesive Type: N
Type Cap Sheet:
Mean Rocf•Height: Z — Roof Covering:
Type & Size Drip
Edge:
i IUCIE WORKS
C
Section E (Tile Calculations)
For Moment based tile 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 the attachment method is acceptable.
Method 1'Moment Based Tile Calculations Per RAS 12T
(Zone 1 :
X =
(Zone 2e:
x -
(Zone 2n:
x A -
(Zone 2r:
x h =
(Zone 3e:
x I - _
(Zone 3r:
x A -
- Mg:
=N',
=Mrm
Mg:
Mru
Mg:
= Mr..
-} - Mg:
= M�
Product Approval Mi
Product Approval Mf
Product Approval Mf
Product -Approval Mf
Product Approval Mf
Product Approval Mf
Method 2 "Simplified Tile Calculations Per Table Below"
Required Moment of Resistance (Mr) From Table Below Product Approval Mf
Mr 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
24.4
25.9
27.1
28.2
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' with the values for Fr If the F' values are greater than or
equal to the Fr values, for each area of the 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
=Fri
(Zone 2e:
x L
=x W:=
) -W:
cos r
=Fr2e
(Zone 2n:
x L
=x W:=
) -W:
cos r
=Fr2n
(Zone 2r:
x L
=x W:=
) -W:
cos r
=Fr2r
(Zone 3e:
x L
=x W:=
) -W:
cos r
=Fr3e
(Zone 3r:
x L
=x W:=
) -W:
cos r
=Fr3r
Product Approval F'
Product Approval F'.
Product Approval F'.
Product Approval F'.
Product Approval F',
Product Approval F'.
Where to Obtain Information
Description
Symbol
Where to find
Design Pressure
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
Mean Roof Height
H
Job Site
Roof Slope
6
Job Site
Aerodynamic Multiplier
a
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.