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ST LUCIE COUNTY ROOFING PERMIT INFORMATION SHEET RECEIVED
JUN
l 1011
C QSS� Florida Building Code 7th Edition (2020)
3 S Based on Section 1525 of the Florida Building Code-Building Pew'St.Lucie ttingDepartment
3 County
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 the 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
Metal Roofs A,B,D 1,2,3,4,5,6,7
Wood Shingles and A,B,D IR,4,5,6,7
Shakes
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
S Ludt
Section A (General Information).
Master Permit No. Process No.
Contractors Name: C"etc 6411, O . License# C.CC o32s(3
Job Address 8/00 L444, 644 C.f 44x, ems' , FL
ROOF CATEGORY
❑Low Slope Mechanically Fastened Tile ❑Mortar/Adhesive Set Tiles
G Asphaltic Shingles ❑Metal Panel/Shingles ❑Wood Shingles/Shakes
❑ Prescriptive BUR-RAS 150
ROOF ROOF TYPE.
❑ New roof ❑ Repair ❑ Maintenance Reroofing ❑Recovering
ROOF SYSTEM INFORMATION /
Low Slope Roof Area (SF) N Steep Sloped Roof Area (SF) 6001 Total (SF) o d
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.
>
t•
46
13
NVSE
(1012)
AWL.
17
ga
6
6
6
28
HAS
(3061)
25
39
15 GAA
6 (575) 23
26
https://www.pasic.org/ImageSketches/sketch/35/35935-39705_1.jpg 1/1
Section D (Steep Slope Roof System)
Roof System Manufacturer:
Notice of Acceptance Number:
FL. 7k�1R.af
Minimum Design Wind Pressures, If Applicable(From RAS 127 or Calculations):
Zone 1: Zone 2e: Zone 2n: Zone 2r: Zone 3e: Zone 3r:
Deck Type: S/g 4
Type Underiayment D-2 z.6 -4 3 0
1Roof Slope:
—6 12 Insulation:
N
A
Fire Barrier: N
Ridge Ventilation? Fastener Type&Spacing: -�,N,;.f _ N
NA
Adhesive Type: �A•
Type Cap Sheet 7[u _&A
Mean Roof Height: !S Roof Covering: n � ,e(,a 1
F.Qit� x.G.7-,t,E#,
Type&Size Drip 26 �A• 6eWr
Edge:
3?X3
ST. LUCIE f' .
Section E(Tile Calculations)
For Moment based tile systems,choose either Method 1 or 2.Compare the values for Mr with the values from Mi.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: =Mr, Product Approval Mi
(Zone 2e: x;L _ -Mg: =M, Product Approval Mf
(Zone 2n: x k = --Mg: =Mom, Product Approval Mf
(Zone 2r: x)L _ _)-Mg: =Mm Product Approval Mf
(Zone 3e: x _ --Mg: =K3. Product Approval Mf
(Zone 3r: x _ -a-Mg: =Mrar 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 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 =Fr2n 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
From applicable table in RAS 127 or by an engineering analysis
Design Pressure Zones 1,2e,2n,2r,3e,3r prepared by PE based on ASCE 7
Mean Roof Height H Job Site
Roof Slope A Job Site
Aerodynamic Multiplier a Product Approval
Restoring Moment due to Gravity MB Product Approval
Attachment Resistance Mf Product Approval
Required Moment Resistance MB 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.