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Section RR1525 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS

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Environmental Protection and Growth Management Department
BUILDING CODE SERVICES DIVISION
1 North University Drive, Box 302 • Plantation, Florida, 33324 • 954-765-4400 • Broward.org/building
Section RR1525
HIGH VELOCITY HURRICANE ZONES – REQUIRED OWNERS NOTIFICATION
FOR ROOFING CONSIDERATIONS
§RR1525 Scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the
owner with the required roofing permit, and to explain to the owner the content of this section. The provisions of
Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry
for roofing system installations. Additionally, the following items should be addressed as part of the agreement
between the owner and the contractor. The owner's initial in the designated space indicates that the item has been
explained.
1. Aesthetics-Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane
Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion
performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions.
Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be
addressed as part of the agreement between the owner and the contractor.
2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be
renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida
Building Code, Building. (The roof deck is usually concealed prior to removing the existing roof system).
3. Common Roofs: Common roofs are those which have no visible delineation between neighboring
units (i.e., townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner
should notify the occupants of adjacent units of roofing work to be performed.
4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be
viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail
penetrations of the underside of the decking may not be acceptable. The provides the option of maintaining this
appearance.
5. Ponding Water: The current roof system and/or deck of the building may not drain well and may
cause water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of structural distress
and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and
performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is
removed. Ponding conditions should be corrected.
6. Overflow Scuppers (wall outlets): It is required that rainwater flow off so that the roof is not
overloaded from a buildup of water. Perimeter/edge walls or other roof extensions may block this discharge if
overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance
with the requirements of Chapter 15 and 16 herein and the Florida Building Code, Plumbing.
7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior
of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may
be beneficial to consider additional venting which can result in extending the service life of the roof.
Owner's/Agent's Signature Date Contractor's Signature
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ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
FLORIDA BUILDING CODE 6th Edition (2017) — BUILDING
5.31
SECTION 1525
HIGH-VELOCITY HURRICANE ZONES - UNIFORM PERMIT APPLICATION
Florida Building Code 6th Edition (2017)
High-Velocity Hurricane Zone Uniform Permit Application Form.
INSTRUCTION PAGE
COMPLETE THE NECESSARY SECTIONS OF
THE UNIFORM ROOFING PERMIT
APPLICATION FORM AND ATTACH THE
REQUIRED DOCUMENTS AS NOTED BELOW:
Roof System
Required Sections of the
Permit Application Form
Attachments Required
See List Below
Low Slope Application A,B,C 1,2,3,4,5,6,7
Prescriptive BUR-RAS 150 A,B,C 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 Shakes A,B,D 1,2,4,5,6,7
Other As Applicable 1,2,3,4,5,6,7
ATTACHMENTS REQUIRED:
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
15.32
FLORIDA BUILDING CODE 6th Edition (2017) — BUILDING
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code 6th Edition (2017)
High-Velocity Hurricane Zone Uniform Permit Application Form.
Section A (General Information)
Master Permit No.__________________________________ Process No. _________________________
Contractor’s Name ______________________________________________________________________
Job Address____________________________________________________________________________
ROOF CATEGORY
o Low Slope o Mechanically Fastened Tile o Mortar/Adhesive Set Tile
oAsphaltic
Shingles
o Metal Panel/Shingles o Wood Shingles/Shakes
o Prescriptive BUR-RAS 150
ROOF TYPE
o New Roof
oRepair o Maintenance o Reroofing o Recovering
ROOF SYSTEM
INFORMATION
Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) 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 location of
parapets.
0
Section C (Low Slope Application)
Fill in specific roof assembly components
and identify manufacturer
(If a component is not used, identify as “NA”)
System Manufacturer:______________________________
Product Approval No.:______________________________
Design Wind Pressures, From RAS 128 or Calculations:
Pmax1:________ Pmax2:_________ Pmax3:_________
Max. Design Pressure, from the specific Product
Approval system:_________________________________
Deck:
Type:_______________________________________
Gauge/Thickness:_____________________________
Slope:______________________________________
Surfacing: _____________________________________
Fastener Spacing for Anchor/Base Sheet Attachment:
Field: ____” oc @ Lap, # Rows ____ @ ____” oc
Perimeter: ____” oc @ Lap, # Rows ___ @ ____” oc
Corner: ____” oc @ Lap, # Rows ____ @ ____” oc
Number of Fasteners Per Insulation Board:
Field _____ Perimeter _____ Corner _____
Illustrate Components Noted and Details as
Applicable:
Woodblocking, Gutter, Edge Termination, Stripping, Flashing,
Continuous Cleat, Cant Strip, Base Flashing, Counter-
Flashing, Coping, Etc.
Indicate: Mean Roof Height, Parapet Height, Height of Base
Flashing, Component Material, Material Thickness, Fastener
Type, Fastener Spacing or Submit
Anchor/Base Sheet & No. of Ply(s):___________________
Anchor/Base Sheet Fastener/Bonding Material:
_______________________________________________
Insulation Base Layer: _____________________________
Base Insulation 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:
_____________________________________________
FLORIDA BUILDING CODE 6th Edition (2017) — BUILDING
15.33
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code 6th Edition (
2017)
High-Velocity Hurricane Zone Uniform Permit Application Form.
Parapet
Height
Mean
Roof
Height
FT.
FT.
15.34
FLORIDA BUILDING CODE 6th Edition (2017) — BUILDING
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code Edition 6th Edition (2017)
High-Velocity Hurricane Zone Uniform Permit Application Form.
Section D (Steep Sloped Roof System)
Roof System Manufacturer:
___________________________________________
Notice of Acceptance Number:
________________________________________
Minimum Design Wind Pressures, If Applicable (From RAS 127 or
Calculations):
P1: ____________ P2: ___________ P3: ___________
e
____________________________
Roof Slope:
_______: 12
Ridge Ventilation?
___________________
Mean Roof Height: ___________
Type Underlayment:
Deck Type:
Insulation:
Fire Barrier:
Fastener Type & Spacing:
Adhesive Type:
Type Cap Sheet:
Roof Covering:
Type & Size Drip
Edge:
Steep Sloped Roof System Description
FLORIDA BUILDING CODE 6th Edition (2017) — BUILDING
15.35
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code 6th Edition (
2017)
High-Velocity Hurricane Zone Uniform Permit Application Form.
Section E (Tile Calculations)
For Moment based tile systems, choose either Method 1 or 2. Compare the values for M
r
with the values from M
f
. If the M
f
values are greater than or
equal to the M
r
values, for each area of the roof, then the tile attachment method is acceptable.
Method 1 “Moment Based Tile Calculations Per RAS 127”
(P
1
: _______ ×λ_______ =_______ ) - Mg: _______ = M
r1
_______ Product Approval M
f
_______
(P
2
: _______ ×λ _______ =_______ ) - Mg: _______ = M
r2
_______ Product Approval M
f
_______
(P
3
: _______ ×λ _______ =_______ ) - Mg: _______ = M
r3
_______ Product Approval M
f
_______
Method 2 “Simplified Tile Calculations Per Table Below”
Required Moment of Resistance (Mr) From Table Below _______ Product Approval M
f
_______
M
r
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 endorsed by the Broward County Board of Rules and Appeals.
For Uplift based tile systems use Method 3. Compared 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 “Moment Based Tile Calculations Per RAS 127”
(P
1
: ______ × L ______ =______ × w: = ______) - W: ______ × cos q ______ =F
r1
______ Product Approval F′ ______
(P
2
: ______ × L ______ =______ × w: = ______) - W: ______ × cos q ______ = F
r2
______ Product Approval F′ ______
(P
3
: ______ × L ______ =______ × w: = ______) - W: ______ × cos q ______ = F
r3
______ Product Approval F′ ______
Where to Obtain Information
Description Symbol Where to find
Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7
Mean Roof Height H Job Site
Roof Slope q Job Site
Aerodynamic Multiplier l Product Approval
Restoring Moment due to
Gravity
M
g
Product Approval
Attachment Resistance M
f
Product Approval
Required Moment Resistance M
g
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.
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Section RR1525 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS

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Completed 25 August 2020

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