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L' L L L L L
ST. LUC!r,
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 i
Form
A, B, C -
A, B, C
Attachments Required
See List Below
1,2,3,4,5.6.7
2,4,5,6,7
Low Slope Application
Prescriptive BUR-RAS 150
Asphaltic Shingles
60
1,2,415,6,7
Co Clay Tile
A, B, D, E
1,2,3,4,5,6,7
Metal Roofs
A, B, D
1.2,.%4A6,7
Wood Shingles and
Shakes
A, B, D
1,2,4,5.6.7
Other
As Applicable
193,4,5,6.7
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
ST. LUCIE
Section A (General Information)
Master Permit No.
Process No.
5
r
Contractors Name:
L.e�
`License #
1J Gn d Ut cn f
Job Address
()6``
ROOF CATEGORY
L w Slope
❑ Mechanically Fastened Tile ❑ Mortar/Adhesive
Set Tiles
s❑
Sphaltic Shingles
❑ Metal Panel/Shingles ❑Wood
Shingles/Shakes
❑ Prescriptive BUR-RAS 150
R �U�,7
ROOF ROOF TYPE.
`
❑ New roof
❑ Repair
❑ Maintenance '?�Reroofing
❑ Recovering
ROOF SYSTEM INFORMATION
f>—
Low Slope Roof Area
(SF)
Steep Sloped Roof Area (SF) U ,
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 loc tion of parapets.
SKETCH REPORT
Project Name: Project from 02/22/21
Customer Name:
Customer Address: 6804 Pandora Ave Fort Pierce FI 34951
Customer Phone #:
Customer Phone #:
Date: 3/26/2021
4 .. rEW.., ROOFING
AUT MI:1y1I Wh
1915 Dr. MLK Jr Blvd. Suite 105 Melbourne; FL 32901
Phone # - 407-410-1800
Contact - Lewis Roofing
Email - IewisroofingfICayahoo. com
MEASUREMENTS
2'1" 2.6"
SQUARES
LINE MEASUREMENTS
Actual Squares:
32.91 Sqs. Eaves:
162 Ft.
Total Squares
Rakes:
80 Ft.
(Inc. Waste at 10 %):
36.20 Sqs. Ridges:
83 Ft.
Hips:
0 Ft.
Valleys:
0 Ft.
Step:
0 Ft.
Wall:
0 Ft.
Pitch Change:
0 Ft.
PITCH MEASUREMENTS
CATEGORY MEASUREMENTS
Pitch 4112:
32.91 Sqs.
Ice & Water Shield:
0 Ft.
Ridge Vent:
79 Ft.
Rake Edge:
80 Ft.
Eave Edge:
162 Ft.
Step Flashing:
0 Ft.
Apron Flashing:
0 Ft.
Gutters:
0 Ft.
Gutter Toppers:
0 Ft.
Down Spouts:
0 Ft.
Section C (Low Slope Roof) surfacing:
Fill in specific roof assembly components and identify Fastener Spacing for Anchor/Base Sheet Attachment:
manufacturer Zone 1':_." oc @ Lap, # Rows_ ® "0
(If a component is not used, identify as "NA") Zone 1:_....." oc @ Lap, # Rows ® "c '
System Manufacturer: Zone 2:_" oc @ Lap, # Rows ® "o
Zone 3:_" oc @ Lap, # Rows_ @ "oa
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:
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,
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: .
ST. LUCAL
Section D (Steep Slope Roof System)
Roof System Manufacturer:
Notice of Acceptance Number:
Minimum Design Wind Pres res, If Applicable (From RAS 127 or Calculations): l (��• d Pf
Zone 1:Zone 2e:Zone 2n:_Zone 2r:one 3e:_7one 3r:
Deck Type:
Type Undedaymeni;
Roof Slope:
2 Insulation:
Fire Barrier:
Ridge Ventilation?
;d'e
' hk,-ecup-
Mean Roo -Height: �
Fastener Type & Spacing:
Adhesive Type: �(/ /-
Type Cap Sheet
Roof Covering: _ PHiQ5 - •FFL(G3o•, �ZCA
Type & Size Drip `
Edge:
ST. LUCIE
/L-11'4
Section E (Tile Calculations)
For Moment based tile 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 tile attachment method is acceptable.
Method 1 'Moment Based Tile Calculations Per RAS 12T
(Zone 1: x _ j _ Mg: Product Approval Mi
(Zone 2e: x X__,__ _J - Mg: =l1tr, Product Approval Mf
(Zone 2n: x 1 = Mg: = Mom, Product Approval Mr
(Zone 2r: x)
= ) - Mg:
= Me
Product Approval Mf
(Zone 3e: x
_ M9
=
Product Approval Mf
(Zone 3r: x A
_ ____) - Mg:
= Mr&
Product Approval Mf
Method 2 "Simplified Tile Calculations Per Table Below"
1equired Moment of Resistance (Mr) From Table Below Product Approval M-
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 Fvalues 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 Product Approval F'
(Zone 2e: x L =x W:=
) -W: cos r =Fr2e Product Approval F'
(Zone 2n: x L =x W:=
) -W: cos r =Fr2r, 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 =Fr3e Product Approval F'
(Zone 3r: x L =x W:=
) -W: cos r =Fr3r 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
9
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.