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ST LUCIE COUNTY ROOfJI lT ATION SHEET
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Florida Building Code 7th Edition (2020)
Based on Section 1525 of the Florida Building Code-Building MAY J 9 7021
INSTRUCTION PAGE Permitting Department
St. Lucie County
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
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 lay Tile A,B,D,E
Metal Roofs A,B,D
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):
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 RoofinfoFeb21 Rev Feb 18,2021
Section A(General Information)
Master Permit No. Process No.
Contractors Name: c�L't.� �Jl /(��od3lnq ,^c. License#
Job Address lY1A"14 ERR'
Lmechanically
❑Low Slope Fastened Tile ❑Mortar/Adhesive Set Tiles
❑Asphaltic Shingles ❑Metal Panel S in Mood Shingles/Shakes
❑ Prescriptive BUR-RAS 150
ROOF ROOF TYPE.
❑ New roof ❑ Repair ❑ Maintenance Reroofing ❑Recovering
ROOF SYSTEM INFORMATION
Low Slope Roof Area(SF) Steep Sloped Roof Area(SF) Total(SF) v v
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.
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Section D(Steep Slope Roof System)
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Roof System Manufacturer: ' 1 Pe-e` �n `
Notice of Acceptance Number:
Minimum Design Wind Pressures, If Applicable(From RAS 127 or Calculations):
Zone 1: Zone 2e:-Zone 2n:_7one 2r:-7one 3e: Zone 3r:
\Ty
yment
`Rpo bpe:
2n:
Barrier:
Ridgellentilaon? Fastener Tyne&Sp acing:
Adhesive Type: G
Type Cap Sheet
Mean Height: Roof Covering:.
Type:&Size Drip X
Edge:
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STo LUCK
f SQction E(TIe;Calcufetfon5j,
For Moment based the systems,choose either Method 1 or 2.Compare the values for M,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 file attachment method is acceptable.
Method 1'Moment Based Tile Calculations Per RAS 12T
(Zone 1: 3 st 3,0;101 s 11140 1M �, td. Product Approval
{Zone 2e; ,�T rs t:3Al =s7r0(o�. N91,%�Ma143.2$ Product Approval 1 1.1
(Zone 2n: :c�1,x 10,3a1-21_ 3�t-Mg;I�L. x t Product Approval ME 1$.7
(Zone2ri :1.L„st3d37�'� �3 ".. .��� xQ.` Product ApprovalMf Sr?
(Zone 3e: #� • i .. ;"9. 6�i :G Product Approval M
(Zone 3r. - 9i�3�) sa d s -Mo.U. Me Product Approval Mf ?V--
Method 2"Simplified Tile Calculations Per Table Below"
Required Moment of Resistance(M,)From Table Below..,_.._.Product Approval Mu.
_ M,required Moment Resistance*
Mean Roof Height Roof Slope 1s, 20' 25' 30' �- 40'
2.22 34.4 36.5 _ 38.2 39.7 42.2-4
3:12 32.2 34A 36.0 37A 33.8
4:12 30.4 32.2 33.8 35.2 37.3 j
5:12 28.4 30.1 _ 31.6 i _ 32.8 34.9
6:12 26.4 28.0
1 $9.4 30:5 T 32.4 - I
j 7:12 24A ? 25.9 27.1 28.2 30.0 j
j *Must be used in conjunction with a list of moment based the systems
A For uplift based file systems use Method S.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 the attachment method is acceptable.
Method 3"Uplift Based Tile Calculations Per RA512T
(Zone 1: tt 1. =x W=_____1-W: cos r =Frz Product Approval F'
(Zone 2e: x L =x W:=_-j-W:_ cos r =Fri Product Approval F'
(Zone 2n: x L =x W:=___r_,-W. cos r =F,2" Product Approval F'
(Zone 2r. x L =x W:=____ )-W: cos r =Fr2r Product Approval F'
(Zone 3e: x L =x W:=___,_J-W: cos r =Fne 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 T ��
Roof Slope jJobSite i
Aerodynamic Multiplier a Product Approval
Restoring Moment due to Gravity Ma Product Approval
Attachment Resistance _ Mr Product Approval i
Required Moment Resistance Mr Calculated
Minimum Attachment Resistance F' Product Approval
Required Uplift Resistance Fr Calculated
Average Tile Weight ( W Product Approval
Tile Dimensions L=length W=width I Product Approval
All calculations must be submitted to the building official at the time of permit application.
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