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u� ST. LUCIE INORKS
ST LUCIE COUNTY ROOFING PERMIT INFORMATION SHEET RECEIVED
1AR 2022
Co pylorida Building Code 7th Edition (2020) lSt.Lucie county
Based on Section 1525 of the Florida Building Code-Building Permitting
INSTRUCTION PAGE l
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 1s2,a,4,_6;7
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Prescriptive BUR-RAS 150 A,B,C 2,4,5,6,7
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Asphaltic Shingles A,B, D 1:' 4A 7
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Concrete or Clay Tile A, B, D, E 1�23;4;56f7
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Metal Roofs A,B, D 1,2; 4, 6T
Wood Shingles and A,B, D tA4&67
Shakes
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Other As Applicable i,2, 4,567
ATTACHMENTS REQUIRED As Applicable): j
1. Fire Directory Listing Page
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2, From Product Approval:
Front Page
Specific System Description
Specific System Limitations
General Limitations j
Applicable Detail Drawings j I
3. Design Calculations per Chapter 16,or if applicable,RAS 127 or RAS�128
4. Other Component of Product Approval I j
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5. Municipal Permit Application
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6. Owners Notification for Roofing Considerations(Reroofing Only)
7. Any Required Roof Testing/Calculation Documentation
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Form RooflnfoFeb21 Rev Feb 18,2021 {
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ST. LUCIE WORK
Section A (General Information)
Master Permit No. Process No.
Contractors Name: License# LC4f S SS 73 / L��2�
Job Address (�� L ,;c� LCU�5 e 7 F'F. ��
'P( � �C�
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ROOF CATEGORY
El Low Slope ❑Mechanically Fastened Tile ❑Mortar/Adhesive Set Tiles
csphaltic Shingles E3 Metal Panel/Shingles Wood Shingles/Shakes
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E3 Prescriptive BUR-RAS 150
ROOF ROOF TYPE
❑ New roof 13 Repair D Maintenance � Reroofidg 0 Recovering
ROOF SYSTEM INFORMATION
Low Slope Roof Area(SF) .. > Steep Sloped Roof Area(SF) � � I�. Total(SF)
Section B(Roof Plan). j
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�ocation of parapets.
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ST. LUCIE WORKS
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_
(If a component is not used,identify as"NA")
Zone 1:—"oc @,!Lap,#Rows
System Manufacturer: Zone 2:____"oc @ Lap,#Rows 0'.!as
Zone 3:—."oc @ Lap,#Rows @. '0
Product Approval No.:
Number of Fasteners Per Insulation Board:
Design Wind Pressures,From RAS 128 Or Calculations: 'Zone 1': Zone 1: Zone 2: Zone 3:
Zone 1':_Zone 1: Zone 2: Zone 3: Illustrate Components Noted and Details as Applicable:
Max. Design Pressure,from the specific product'approval Woodblocking, Gutter, Edge Termination, Stripping,
system: Flashing, ,Continuous Cleat, Cant Strip, Base Flashing,
Counterflashing,Coping,Etc.,
Deck: Indicate: Mean Roof Height, Parapet Height, Height of Base
Type: Flashing,Component Material,Material'Thickness, Fastener
Type,Fastener Spacing or Submit Manufacturers Details that
Gauge Thickness: Comply with RAS 111 and Chapter 16..
Slope:
Anchor/Base Sheet&No.df Ply(s):
Anchor/Base Sheet Fastener/Bonding Material: FT.
Insulation Base Layer:
Base Insultation Size and Thickness: I Parapet
Base Insulation Fastener/Bonding Material: Helght
Top Insulation Layer:
Top Insulation Size and Thickness: FT.
Top Insulation Fastener/Bonding Material:
Mean
Base Sheet(s)&No.of Ply(s): Roof
Base Sheet Fastener/Bonding Material: Height
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Ply Sheet(s)'&No.of Ply(s):
Ply Sheet Fastener/Bonding Material:
Top Ply:
Top Ply Fastener/Bonding Material:
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ST. LUGIE WORKS �
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Section D (Steep Slope Roof System)
Roof System Manufacturer: -T (L(J ' -�� �z f
Notice of Acceptance Number:
Minimum Design Wind Pressures, If Applicable(From RAS 127 or Calculations): .
Zone 1 :�26ne 2e:4?-7 Zone 2n: one 2r:�one 3e-L L Zone 3r:r ZI-)VL-
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Type-Uf7dertaymen _
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• - lnsutation� w
Fire AW
F Wae r rate t1Ca9,c0. fastener Type
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Adhesive Type;
Type Cap'.$hp ,
We Roof Height _ !( Roof>Covering
`�C-�1.�`5 D�w����tip:.:•-
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Type$Siva Drips
- Edgqs a-1-
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ST. LUCIE WORKS ,
Section E(Tile Calculations)
For Moment based tile systems,choose either Method 1 or 2.Compare the values for Mr withthe val I es from Mf.If the Mr values
are greater than or equal to the Mrvalues,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;k Product Approval Mi 1
_�- � 91_
Zone 2e: j(�, Product Approval Mf
(Zone 2n: x.X. = -:M,,; Product Approval Mf
(Zone 2r: X:;L _ .-14 ]: r Product Approval Mf
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(Zone 3e: X;7 Product Approval Mf '
(Zone 3r: X'k 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 '37.4 139.8
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 j 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 the systems use Method 3. Compare the values for F'with the values for Fr If th 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 i
(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'I
(Zone 2n: x L =x W:= )-W: cos r =Fr2n Product Approval F'
(Zone 2r: x L =x W:= )-W: cos r =Far Product Approval F'i
(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 H
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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,Zr,3e,3r
prepared by PE based on ASCE 7
Mean Roof Height H Job Site j
Roof Slope 0. 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 1
Required Uplift Resistance Fr Calculated
Average Tile Weight W Product Approval
Tile Dimensions L=length W=width Product Approval I
All calculations must be submitted to the building official at the time of permit application.
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