HomeMy WebLinkAboutUNIFORM PERMIT APPLICATIONSEC
HIGH -VELOCITY HURRICANE ZC
Florida Building
SCANNED High -Velocity Hurricane
by
St Lucie County
0
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
ION 1525
ES - UNIFORM PERMIT APPLICATION
ode 6th Edition (2017)
ne 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
I A,B,C
1,2,3,4,5,6,7
Prescriptive BUR-RAS 15.0—
. I A,B,C
4,5,6,7
Asphaltic-SOingles
A,B,D
1,2,4,5;67�a,
Concrete or Clay Tile
j A,B,D,E
1,2,3,4,5,6,7
Metal Roofs
I A,B,D
1,2,3,4,5,6,7
Wood Shingles and Shakes
I A,B,D
1,2,4,5,6,7
Other
I 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 11
Applicable Detail Drawings
i
3.
Design Calculations per Chapter 16, or If Applicable, RAS 127 or RAS
128
4.
i"
Other Component of Product Approval
5.
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Municipal Permit Application ;
6.
Owners Notification for Roofing Considerations (Reroofing Only)
7.
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Any Required Roof Testing/Calculation Documentation
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FLORIDA BUILDING CODE 6th Edition (2017) — BUILDING
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5.31
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Cod,'e 6th Edition (2017)
High -Velocity Hurricane Zone Uniform Permit Application Form.
Section A General Information)
Master Permit No. Process No.
Con
Job
ROOF CATEGORY
❑ Low Slope ❑ Mechanicallyi Fastened Tile
�� I
G sphaltic Shingles ❑ Metal Panel/Shingles
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❑ Prescriptive i BUR-RAS 150
ROOITYPE
0New Roof 0 Repair Maintenance
ROOF SYSTEM
❑ Mortar/Adhesive Set Tile
❑ Wood Shingles/Shakes
11 Reroofing 0 Recovering
Low Slope Roof Area (SF) Steep Sloped! Roof Area (SF) / oZ D
Total (SF) /ago
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.
15.32
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FLORIDA BUILDING CODE 6th Edition (2017) — BUILDING
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. i
I
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
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Florida Building Code 6th Edition (2017)
High -Velocity Hurricane ZonelUniform Permit Application Form.
Section C (Low Slope Application) Surfacing:
Fill in specific roof assembly components
and identify manufacturer Fastener Spacing for Anchor/Base Sheet Attachment:
(If a component is not used, identify as "NA")
Field: " oc @ Lap, # Rows @ " oc
System Manufacturer:
Perimeter: " oc @ Lap, # Rows / @ " oc
Product Approval o.:
Corner: " oc @ Lap, # Row @ " oc
Design Wind Pressure From RAS 128 or Calculations:
Number of Fasteners
Field ER)rimePer nsulation Board:
Pmax1: Pmax2: Pmax3:
jter Corner
Max. Design Pressure, fro�especiflc Product /
Approval system: Illustrate Components Noted and Details as
\ I Deck: Applicably
Woodbloc fng, Gutter, Edge Termination, Stripping, Flashing,
T .no
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 M
Top Insulation Layer: _
Top Insulation Size and
Top Insulation Fastener
Base Sheet(s) & No.
Base Sheet Fastene
Contln us 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
I
I Parapet
Height
I y s»
I
! SS.
ng Material:
ing Material:
Ply Sheet(s) No. of Ply(s):
Ply Sheet Fastener/Bonding Material:
.&�A
Top Ply:
Top Ply Fastener/Bonding Material:
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FLORIDA BUILDING CODE 6th Edition (2017) — BUILDING
Mean
Roof
Height
15.33
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: N % A
Notice of Acceptance Number:
. ! 5-11oa.o3 ,
V12 �0 .
Minimum Design Wind Pressures, If Applicable (From RAS 127 or
Calculations)1. 33 P2:P3: 8 Pp
i
i
R. o Slope:
12
Ridge Ventila o ? II a
Deck Type:
Type Underlayment:
Insulation: i A I, e 6L
Fire Barrier:
i
Fastener Type & Spacing: � f rna.s ,n I� f IS
a�� On-�I•c.l
Adliesive Type: bo �Qrn
i
Type Cap Sheet:
Mean Roof Height: 9 —a Roof Covering: Ml
nj
i Type & Size Drip
Edger le
O�Ct��cf>ized. a''xa"
�J1 drib �dg�
15.34 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 E (Tile Calculations
For Moment based tile systems, choose either Method 1 or 2. Compare the values for Mr with the values from Mt. 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 I "Moment Baseld Tile Calculations Per RAS 127"
1
(PI: x X = ) - Mg: = Mrl Product Approval Mf
i
(P2: x L = ) - Mg: I = M2 Product Approval Mf
(P�j: x 2 = ) - Mg. = Mr3 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
6:12
28.4
3o.1
31.6
32.8
1 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
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*Must be used in conjunction with a list of moment based file systems endorsed by the Broward County Board of Rules and Appeals.
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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 t u the Fr values,
for each area of the roof, then the tile attachment method is accIeptable.
Method 3 "Moment Based Tile Calculations Per RAS 127"
(PI: x L = x w: _ - W: x cos B = Frl Product Approval F'
(P,: x L = x w: = - W. x cos B = Fr, Product Approval V
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(P.I: x L = x w: = - W: x cos B = Fri Product Approval F'
Where to Obtain Information
Description
Symbol
Where to find
Design Pressure
Pl 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
0
Job Site
Aerodynamic Multiplier
.1
Product Approval
Restoring Moment due to
Gravity
Ms
product Approval
Attachment Resistance
Mf
Product Approval
Required Moment Resistance
M ,
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.
FLORIDA BUILDING CODE Gth Edition (2017) - BUILDING 15.35
SECTION 1524 - HIGH VELOCITY HURRICANE ZONES
REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS
1524.1 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.
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1. Aesthetics -Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone)
4arefhe 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.
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2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed
rdance 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., ownhouses, 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. i
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.
t7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of
tructuhe rall assembly (the building itself). The existing amount of attic ventilation shall not be reduced.
Exception: Attic spaces, designed by a Florida licensed engineer or registered architect to eliminate the attic
venting, venting shall not be required.
COMMENTS:
er's/
,31
Date
Contractor's Signature
City of Plantation Rev. 03/15/12
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UL Evaluation Report
UL ER2463-02
Issued: April 5, 2017 j
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Malt UL's On -Line C:eit flcaUona Directory: Eyy.ul.eom/e4rectory
for current status of Report.
UL Category Code: ULEZ
CSI MasterFormatO ! '
DIVISION:
07 00 00 —THERMAL AND MOISTURE PROTECTION
Sublevel 2:
07 30 00 — Steep Slope Roofing j
Sublevel 3:
07 3100 —Shingles and Shakes
Sublevel 4:
07 3113 — Asphalt Shingles
COMPANY:
OWENS CORNING
ONE OWENS CORNING PKY
TOLEDO, OH 43669
(419)248-7060
h,�s: ff�r.o�€r�s�sccaerti rEct.�ara�t
1. SUBJECT: Asphalt Shingles
CLASSIC®, SUPREME@,
DURATION® PREMIUM, TRUDEFINITIONO DURATION®, TRUDEFINITIONS DURATION® STORMw,
TRUDEFINITIONO DURATION® MAXie, TRUDEFINITIONO OAKRIDGE®, OAKRIDGES,
WOODCRESTS, WOODMOORS, TRUDEFINITIOMS WEATHERGUARDO HP, BERKSHiRES,
DEVONSHIRETm,
WOODSTARTS STARTER SHINGLE; STARTER STRIP PLUS, STARTER STRIP SHINGLE, AND TRI
BUILT STARTER STRIP
BERKSHIRES HIP & RIDGE SHINGLES, HIGH RIDGE HIP & RIDGE SHINGLES WITH SEALANT,
RIZERIDGES HIP & RIDGE SHINGLES WITH SEALANT, WEATHERGUARDS HP HIP & RIDGE
SHINGLES, PROEDGEG, DURARIDGETN HIP & RIDGE SHINGLES AND PROEDGES STORM® HIP
& RIDGE SHINGLES I
2. SCOPE OF EVALUATION
■ 2015, 2012, 2009, and 2006 Intematlonal Building Code S (IBC)
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■ 2015, 2012, 2009, and 2006 Intemational Residential Code S (IRC)
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o ICC ES Acceptance Criteria for Quality Documentation (AC10), Dated December 2012
9 ICC ES Acceptance Criteria for Alternative Asphalt Roofing Shingles (AC438), Dated March 2012
The products were evaluated for the following propi rties:
■External Fire Exposure (ANSI/UL790, ASTM E108)1
■Wind Resistance (ASTM D3161; ASTM D7158)
■ Physical Properties ( ICC-ES AC438)
3. REFERENCED DOCUMENTS
■ ANSIIUL790 Eighth Edition, (ASTM E108), Standard Test Methods for Fire Tests of Roof Coverings
■ ASTM D3161-13, Standard Test Method for Wind! Resistance of Steep Slope Roofing Products
(Fan -Induced Method)
■ ASTM D7158-11, Standard Test Method for Wind iResistance of Asphalt Shingles (Uplift Force/Uplift
Resistance Method)
■ UL Subject 2375, Outline of Investigation for Hip and Ridge Shingles (UL Fire and Wind Tests)
■ ICC-ES Acceptance Criteria for Alternative Asphalt Roofing Shingles (AC438), Dated March 2012
4. USES -
OWENS CORNING asphalt shingles described in (this report are alternatives to asphalt shingles
complying with Section 1507.2.5 of the 2015, 2012, 2009 and 2006 IBC and Section R905.2.4 of the
2015, 2012, 2009, and 2006 IRC, and are Class A roof1coverings for new and existing roofs.
S. PRODUCT DESCRIPTION
OWENS CORNING asphalt shingles are roof covering materials complying with the following properties
when installed as described in this report. The products are three -tab shingles, laminated shingles and
hip & ridge shingles. The products are available in standard and metric sizes.
Fire Classification: OWENS CORNING asphalt shingles covered under this Report have been tested for
fire classification Class Ain accordance with UL790 (ASTM E108). Shingles tested In accordance with
UL790 (ASTM E108) qualify for use under Section 1505.1 of the 2015, 2012, 2009 and 20061BC and
Section R902.1 of the 2015, 2012, 2009 and 2006 IRC
Wind Resistance: OWENS CORNING asphalt shingles covered under this Report have been tested for
wind resistance in accordance with ASTM D3161 or ASTM D7158.
Shingles tested In accordance with ASTM D3161 are classified .as Class F or Class A and qualify for use
under the exception to Section 1507.2.8.1 of the 2015 IBC, Section 1507.21A of the 2012, 2009 and
2006 IBC, or the exception to Section R905.2.4.1 of th6 2015, 2012, 2009 and 2006 IRC.
Shingles tested in accordance with ASTM D7158 are classified as Class H and qualify for use in locations
as shown In Table 1504.1.1 of the 2015 IBC, Table 1667.2.7.1 of the 2012 and 2009 IBC or Table
R905.2.4.1 of the 2015, 2012 and 2009 IRC, where the maximum basic wind speed is 150 mph (67 m/s)
or less with exposure category of B or C (ASCE 7) andl a maximum building height of 60 feet (18.3 m).
Installation must be in accordance with Section 1507.2:7 of the 2015, 2012, 2009 and 2006 IBC or
Section R905.2.6 of the 2015, 2012, 2009 and 2006 IRC, as applicable.
Physical Properties: OWENS CORNING asphalt shingles covered under this Report have been tested
for physical properlies in accordance with AC 4.38. Shingles tested in accordance with AC438 qualify as
an alternative roof covering for use under Section 15071.2.5 of the 2015, 2012, 2009 and 2006 IBC or
Section R905.2.4 of the 2015, 2012, 2009 and 2006 IRC. When installed in new construction in
accordance with this report and the OWENS CORNING installation instructions, the shingles are a Class
A fire classification roof covering. When the shingles are installed over existing roof coverings, the fire
classification Is maintained.
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