HomeMy WebLinkAboutRoofing Permit Information Sheet - 7908 Kenwood RD5T. LUCIE
Section A (Genera[ Information)
Master Permit No.
Contractors Name: Carmen 1, Velasquez
Job Address 7908 Kenwood Rd, Fort Pierce, FL 34951
Process No.
License # CCC1332515
ROOF CATEGORY
❑ Low Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tiles
® Asphaltic Shingles ❑ Metal Panel/Shingles ❑Wood Shingles/Shakes
❑ New roof ❑ Repair
Low Slope Roof Area (SF)
❑ Prescriptive BUR-RAS 15❑
ROOF ROOF TYPE.
❑ Maintenance ® Reroofing
_ ROOF SYSTEM INFORMATION
Steep Sloped Roof Area (SF) 2142
❑ Recovering
Total (5F) 2142
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.
ST. LUCIE
Section D (Steep Slope Roof System)
Roof System Manufacturer:
Certainteed Landmark
!Notice of Acceptance Number:
2a-❑723.14
Minimum Design Wind Pressures, If Applicable (From RA5 127 or Calculations):
Zone 1: 97 Zone 2e: 57 Zone 2n: 142 Zone 2r: 142 one 3e: 142 Zone 3r: 169
Deck Type: 3/4" Plywood
Type Underiayment Synthetic 2 plies
Roof 51ape:
4 9Z
Insulation:
Fire Barrier:
Ridge Ventilation? Fastener Type & Spacing: 1/4 R5 Nails 4" o/c @ laps & 2 rows 12" o/c
None
Adhesive Type:
Type Cap Sheet
Mean Roof Height: 16 Roof Covering: Landmark - asphalt laminate shingles
Type & Size ❑rip 4" Face Aluminum
Edge:
MIAMI-DADE
MIAMI-DADS COUNT/'
PRODUCT CONTROL SECTION
DEPARTMENT OF REG ULA.TORY AND ECONOMIC RESOURCES (RER) 11805 5W 26 Street, Raany 208
BOARD AND CODE ADM INISTRATIONi DIVISION Miami, Florida 33175-2474
T (786) 3 IS-2590 F (786) 315.2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.Quylieunumy
CertainTeed LLC
20 Moores Road
Malvern, PA 19355
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be
used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section
(in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product
or material tested for quality assurance purposes. if this product or material fails to pe:farm in the accepted manner, the
manufacturer will incur the expense of such testing and the AHJ may immediately revoke. modify, or suspend the use
of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is
determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements
or the applicable building code,
This product is approved as described herein, and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: Landmark, Landmark Pro, Landmark Pro/Archetect 80. Landmark Premium, Landmark impart
Resistant, Landmark Solaris, Landmark Pro Solaris and Landmarks Solaris Gold/Platinum
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo. city, state and following
statement: "Miami -Dade County Product Control Approved". unless otherwise noted herein,
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, Use, and/or manufacture of the product or process. M isuse of this NOA as an endorsement of any product, for
sales, advertising or any other purposes shail automatically terminate this NOA. Failure to comply with any section of
this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Mianii-Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA # 18-1 14.02 and consists of pages 1 through 6.
The submitted documentation was reviewed by Freddy Semino
NOA No.- 24-0723.14
Expiration Date: 02/28/22
Approval Date: 09/24/20
Page I of 6
ROOFING ASSEMBLY APPROVAL
Category: hoofing
Sub -Category: Asphalt Shingles
Materials Dimensional
Deck Type: Wood
SCOPE
This acceptance is for CertainTeed Landmark, Landmark Pro, Landmark Pro/Architect 80, Landmark
Premium, Landmark Impact Resistant, Laudmark Solaris, Landmark Pro Solaris and Landmark Solaris
Gold/Platinum Shingles as manufactured by CertainTeed LLC described in Section 2 of this Notice of Acceptance.
PRODUCT DESCRIPTION:
Test
Product Dimensions Snecificatinna Prndur.t flPerrintinn
Certainteed Landmark
-
- - - - -- ---- ----
A,fanglcicluring Locations 41, 2, 3, 4, 5, 6, 7, 8, 9,
13Y3" x 38 3/4"
TAS 110
A heavy weight, dimensional
10
asphalt shingle.
Certainteed Landmark Pro
A heavy weight, dimensional
Manufacluring Locations # 1, 3, 4, 51 6, 9, 10
13 ``/4" x 38 3/4"
TAS 110
asphalt shingle.
Certainteed Landmark Premium
A heavy weight, dimensional
Alanufacturing Locations 41, 3, 4, 5, b, 8, g
13'/�" x 3$'l"
TAS l i (i
asphalt shingle.
Certainteed Landmark Impact Resistant
A heavy weight, dimensional
Manufacturing Locations #7
] 3'/�" x 38'/4"
TAS 114
asphalt shingle.
Certainteed Landmark Pro/Architect 80
A heavy weight, dimensional
NlanirfacluringLocations #8
13'/4" x 38 3/4"
TAS 110
asphalt shingle,
Certainteed Landmark Solaris
A heavy weight, dimensional
A•famr facluring Locations 48, 9
13'/A" x 38 3/a"
TAS 110
asphalt shingle.
CertainTeed Landmark Pro Solaris
A heavy weight, dimensional
MwnVf7ctiiringLocation 49
K S3�/4}' 38'/4"
TAS 110
asphalt shingle
Certainteed Landmark Solaris Gold/Plati u urn
A heavy weight, dimensional
kfanrdfacluring Locations # 8
13'/a" x 38 3/a"
TAS 110
asphalt shingle.
Accessory Shingles
Accessory shingles for hip, ridge
various
proprietary
and starter strip applications.
MANUFACTURING LOCATIONS:
1- Peachtree City, GA
2. Ennis, TX
3. Oxford, NC
4. Shakopee, MN
5. Avery (Milan). OH
6. Norwood, MA
7. Shreveport, LA
NOA No.: 20-0723.14
Expiration Date: 02/28/22
Approval Date: 09/24/20
Page 2 of 6
8. Portland, OR
9. Wilmington, CA
irk. JQnesbUrg, MD
FVIDENCE SUBMITTED:
Test Agency Test Identifier Test Name/Report Date
PRI Asphalt Technologies. Inc. PCTC-01-02.-01
TAS 100
01/12/01
CTC-006-02-01
TAS 100
11 /12/02
CTC-092-02-01
TAS 100
02/23/12
CTC-091-02-01
TAS 100
02/21/12
CTC-090-02-01
TAS 100
09102/ 11
CTC-087-02-01
TAS 100
07/07/11
CTC-086-02-01
TAS 100
07/07/1 l
CTC-101-02-01
TAS 100
10/05/ 1 l
CTC-102-02-01
TAS 100
10/05/11
CTC-109-02-01
TAS 100
01/18/1 )
CTC-106-02-01
TAS 100
11/02/11
CTC-105-02-01
TAS 100
10/31/11
CTC-089-02-01
TAS 100
07/18/11
CTC-088-02-01
TAS 100
07/18/11
CTC-213-02-01
TAS 100
05/20/14
CTC-212-02-01
TAS 100
05/21/14
CTC-207-02-01
TAS 100
05/20/14
CTC-206-02-01
TAS 100
05/20/14
CTC-110-02-01
TAS 100
02/13/12
CTC-109-02-01
TAS 100
02/13/12
CTC-288-02-01
TAS 100
09/27/16
CTC-333-02-01
TAS 100
11/08/17
Underwriters Laboratories, Inc. 94NK9632
Wind uplift resistance TAS 107
11 /30/00
R684
UL 790
04/02/01
02NK42448
Wind uplift resistance TAS 107
1 1 /08/02
09CA28873
Letter
07/23/09
1 tCA59020
TAS 1071 ASTM D3161
01/25/12
1 1NK07864
TAS 1071 ASTM D31.61
09/29/11
07CA26696
TAS 1071 ASTM D3161
09/21/07
11CA38844
TAS 1071 ASTM D3161
01/28/12
11CA39844
TAS 1071ASTM D3161
01/27/12
06CA28237
TAS 1071 ASTM D3161
09/22/06
i ONK17366
TAS 1471 ASTM ❑3161
01104/ 1 1
4786334383
TAS 1071 ASTM D3161
05/28/14
4786307351
TAS 1071 ASTM D316I /ASTM D 3462
05/ 13/ 14
1 INK08333
ASTM D3462
05/15/12
1 INK09333
ASTM ❑3462
04Y15/12
11NK07864
ASTM D3462
09/29/11
11NK083331Letter
ASTM D3462 1 UL790
1 1/05/12
NOA No-: 20-0723.14
MIAh1MDA17E COIiNiY Expiration Date; 02/28/22
Approval Date: 09/24/20
Page 3 of 6
I INK0833311-etter
ASTM ❑3462 / UL790
11/05/12
11NK083331Letter
ASTM D34621 UL790
11/05/12
12NK13474
ASTM D34621 UL790
05/27/13
4786325932
ASTM D34621 UL790
04/04/14
4787011023
ASTM D 3462
08/01/15
11CA38844
TAS 1071 ASTM D3161
01/26/12
06CA02648
TAS 1071 ASTM D3 t61
02/23/06
4787084802
TAS 1071 ASTM D3161
03/14/16
4787852839
ASTM D3462
03/24/17
4787011023
ASTM ❑3462
08/01 /15
4788368979
ASTM D3462
10/30/18
4787592174
ASTM D3462
10/21/16
LIMITATIONS:
1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for
fire ratings of this product.
2. Shall not be installed on roof mean heights in excess of 33 ft.
3. All products listed herein shall have a quality assurance audit in
accordance with the Florida Building Code and
Rule 61G20-3 of the Florida Administrative Cade.
INSTALLATION:
1. Shingles shall be installed in compliance with Roofing Application Standard. RAS 115,
2. Flashing shall be in accordance with Roofing Application Standard RAS 115
3. The manufacturer shall provide clearly written application inst«+ctions.
4. Exposure and course layout shall be in compliance with ❑etail'A', attached.
S. Nailing shall be in compliance with Detai1'13% attached.
LABELING:
Shingles shall be labeled with the Miami -!Jade Product Control approved seal as seen below or the wording
"Miami -Dade County Product Control Approved"_
2.
BUILDING PERMIT REQUIREMENTS:
1. Application for building permit shall be accompanied by copies of the hollowing:
1.1 This Notice of Acceptance,
1.2 Any ether documents requfivd by the Building Official or the applicable code in order to properly
evaluate the installation of this system.
NOA Nim 20-0723.14
Expiration Date: 02/28/22
Approval Date: 09/241241
Page 4 of 6
SHINGLE LAYOUT
Eaves
LANDMARK., LANDMARK PRO, LANDMARK PRO/ARCHITECT 80, LANDMARK PREMIUM,
LANDMARK IMPACT RESISTANT, LANDMARK SOLARIS, LANDMARK PRO SOLAItIS AND
LANDMARK SOLARIS GOLDIPLATINETM
NOA No.: 20-0723.14
Expiration Date: 02/28/22
Approval Date: 09/24/20
Page 5 of 6
VVtDE
NAiL[NG
AREA
a 1ZI.
1.,
0
DETAIL B
38 314"
Reless,_ Tam
Mgiiirgar5sfcr"l:r &--±ardarjsIcpe=Ifr=mZ 1=Lc—,I..1—,!
Nail �etVltef L.pger J& 1;VoeT rail lire;,
14 3/4' 12"
f
5 5181'
Exposure
LANDMARK, LANDMARK PRO, LANDMARK PROIARcHETECT 80,LANDMARK PREMIUM,
LANDMARK IMPACT RESISTANT, LANDMARK SOLARIS, LANDMARK PRO SOLARIS AND
LANDMARK SOLARIS GOLD/PLATINUM
(LOW AND STANDARD SLOPE)
Release Tape
Naiting area For "steep" slopes (greater ftn 21!12)
Nail between bottom 2 nail lines-
- 12" 14 314" 12' 13 1144'
1„ 1„
5 518" B 118"
71 7
Exposure
LANDMARK, LANDMARK PRO, LANDMARK PROIARCHETECT 80, LANDMARK PREMIUM,
LANDMARK IMPACT RESISTANT, LANDMARK SOLARIS, LANDMARK. PRO SOLARIS AND
LANDMARK SOLARIS GOLD/PLATINUM
(STEEP SLOPE)
END OF THIS ACCEPTANCE
NOA No.: 20-0723.14
Expiration Date: 02/28/22
Approval Date: 09/24/20
Page 6 of 6
IMES Evaluation Report ESR-3537
Reissued June 2020
This report is subject to renewal June 2021•
www.icc-es.ora J (800) 423-6687 1 (562) 699-0543 A Subsidiary of the International Code Councile
DIVISION: 07 00 00—THERMAL AND MOISTURE
PROTECTION
Section: 07 31 13—Asphalt Shingles
REPORT HOLDER.
CERTAINTEED LLC
EVALUATION SUBJECT:
CERTAINTEED ASPHALT SHINGLES
1.0 EVALUATION SCOPE
Compliance with the following codes:
■ 2018, 2015, 2012 and 2009 International Building Code®
(IBC)
0 2018, 2015, 2012 and 2009 International Residential
Code® (IRC)
■ 2013 Abu Dhabi International Building Code (ADIBC)t
*The ADIBC is based on the 2009 IBC. 2009 IBC code sections referenced
in this report are the same sections in the ADIBC.
Properties evaluated:
■ Weather resistance
8 Fire classification
■ Wind resistance
2.0 USES
The CertainTeed asphalt shingles described in this report
are alternatives to asphalt shingles complying with IBC
Section 1507,2 and IRC Section R905.2, and are Class A
roof coverings when installed as described in this report.
3.0 DESCRIPTION
3.1 General:
GertainTeed asphalt shingles are available as three -tab,
four -tab, no cut-out and laminated asphalt shingle roof
covering materials, and have been qualified for wind
resistance as noted in Section 4.3. See Table 1 and
Figure 1 for recognized product names, shingle types,
manufacturing locations, overall dimensions, installed
Weights, maximum exposure to the weather, and fastening
details. The shingles are self-sealing by means of adhesive
strips located on either the weather side or the underside.
See Figure 1 for adhesive strip location for field shingles and
Starter Strip shingles.
3.2 Three tab Shingles, Four -tab Shingles and No Cut-
out Shingles:
Three -tab, four -tab and no cut-out shingles are composed
of a single layer of fiberglass mat, impregnated and coated
with asphait on both sides, and surfaced with mineral roofing
granules on the weather side and a mineral release agent
on the hack side.
3.3 Laminated Shingles:
Laminated shingles, including two -layer laminated, three -
layer laminated and tri-laminate laminated shingles, are
composed of multiple thicknesses of coated and surfaced
fiberglass mat, cut and bonded together in different patterns.
The weather side is surfaced with mineral roofing granules,
and the back side is surfaced with a mineral release agent.
3.4 Accessory Shingles:
3.4.1 flip and fridge Shingles: Hip and ridge shingles are
factory -made shingles to be used for covering flips and
ridges. The hip and ridge shingles are composed of the
same materials as the roof shingles:. Some of the hip and
ridge shingles have perforations that extend from the top
of the cut-out to the tap of the shingle, which facilitate the
tearing of the shingle into three or four equal pieces. Others
are manufactured as single hip and ridge units.
3.4.2 Starter Strip Shingles: Starter Strip shingles are
factory -made shingles to be used as the starter course
(under the first course of roof shingles). The Starter Strip
shingles are composed of the same materials as the roof
shingles. The shingles are supplied In 7-inch-by-36-inch-
tong (178 by 914 mm); 117-inch-by-36 inch -long (254 by
914 mm); or 7-inch-by-39318-inch4ong (178 by 1000 mm)
strips. As an alternative to factory -made starter strips,
starter strips can be formed by removing the lower tab
portions of the factory -made shingles, except in the case of
the Presidential Shake and Presidential Shake TL shingles.
For Presidential Shake and Presidential Shake TL shingles,
the Presidential Starter shingles consist of one 13114-inch-
wide-by-40-inch-long t337 mm by 1016 mm) base shingle
and one ll'14-inch-Wide-by-44-inch-long (286 mm by
10-16 mm) base shingle.
3.5 Fasteners:
Fasteners must comply with ASTM F1667 and must be
minimum No. 12 gage [0-105-inch-diameter (2_67 mm)]
shank, 31s-inch-diameter-head (9.5 mm), galvanized steel,
stainless steel, aluminum or copper roofing nails. Fasteners
must be of sufficient length to penetrate into the sheathing
3A inch (19.1 rpm), or through the sheathing, whichever is
less.
X'C-Es Fralumrvn Reports are nal ro he curtrim-d as represooling ueviferir.s or atri. other ar nbaires nut spEelficulli, urddlre.ued, nor ore lhz�i. io Ise min( Pled a
a,r an mdurseakm of fhe cuhle�v of ire report fir a rrcnmmrmtut�nn for & use. 7Yrere a no warrams 14, I .r r:s urrarrunl Semce, i I.(.'• arp,-ess or mpred. as a
rr, wlyTntkng, or arher planer ir, Flax rehr,rl• or u� hi alit/ prrxlucr satmred by ;he ivp rl. N.
_ .. .
Copyright ® 20201CC Evaivation Service, LLC. All rights reserved. Page 1 of 13
ESR-3537 I Most I/l1dely Accepted and Trusted Page 7 of 13
3.6 Underlayment:
Under the 2018, 2015, 2012 and 20D9 IBC, the roof
underlayment must be in accordance with Section 1507.2.3.
Under the 2018 and 2015 IRC, the roof underlayment must
be in accordance with Section R905.1.1 and Table
R905.1.1(1). Under the 2012 and 2009 IRC, the roof
underlayment must be in accordance with Section R905.2.3.
The roof underlayment must comply with ASTM D226 Type
I or Type II, ASTM D4869 Type I or Type II, ASTM DE757
or ASTM D1970. As all alternative, a roof underlayment
recognised in a current iCC-ES evaluatlan report ac
complying with AC160 or AC188 may be used, provided it
is recognized as being intended for use with Class A asphalt
shingles_ In areas where there has been a history of Ice
forming along the eaves causing a backup of water. ice dam
protection in accordance with 2018 %BC Section 1507.2.8.1
[2015, 2012 and 2009 IBC Section 1507.2.8.2] or 2018 and
2015 IRC Section R905,2.7 [2012 and 2009 IRC Section
R9052.7.11 must be provided_
3.7 Asphalt Cement:
Asphalt roofing cement must comply with ASTM D4586,
Type I, Glass I, or Type II, Class I.
4.0 INSTALLATION
4.1 New construction:
4.1.1 General: When installed on new construction in
accordance with this section, the shingles are a Class A roof
covering. The shingles must be installed in accordance with
IBC Section 1507.2 or IRC Section R905.2, except as noted
in this report. The roof deck must be code -complying,
minimum 31e-inch-thick (9.5 mm), exterior -grade plywood;
71ia inch -thick (11.1 mm) oriented strand board (OSB); or
nominally 1-inch-by-6-inch (25 by 152 mm) lumber installed
as solid sheathing conforming to 2018 and 2015 IBC
Section 2304.8.2 and 2308.7.10 [2012 and 2009 IBC
Section 2304.7.2 or 2308.10.8]. Minimum roof slope must
be 2:12 (16.7%). The maximum roof slope must be as stated
in Section 4.1.2 of this report. Installation instructions are
included as part of the identification label attached to each
bundle of shingles_ (See Section 7.0.) The roof
underlayment must be as described in Section 3.6 of this
report, and applied in accordance with 2018 IBC Table
1507.1.1(2) [2015, 2012 and 2009 IBC Section 1507.2.8j, or
2018 and 2015 IRC Section R905,1.1, Tables R905.1.1(2)
and R905.1.1(3) and Section R905.2.3, or 2012 and 2009
IRC Section R905.2.7, as applicable.
4.1.2 Application:
4.1.2.1 Eave and Rake Edges of the Roof:
4.1.2.1.1 Roof Slopes of 2:12 to 21:12 (16.7% to 175%):
Starter Strip shingles must be attached to the eave edges
with four or five fasteners, equally spaced along the nail line
as shown in Figure 1_ The Starter Strip shingles must
overhang the eave and rake edges by '/z to 1/4 inch
(12.7 to 19.1 mm).
4.1.2.1.2 Roof Slopes Greater than 21:12 (175%)-,
Starter Strip shingles must be attached to the eave edges
with four or five fasteners, equally spaced along the nail line
as shown in Figure 1. The Starter Strip shingles must
overhang the eave and rake edges by 112 to '14 inch
(12.7 to 19.1 mm).
4.1.2.2 Field of the Roof: The first course of field shingles
must be installed over the starter course. Each course of
shingles must be offset from the. preceding course as
specified in Table 1. Fastening details, including number
and location of fasteners, and maximum exposure to the
weather, are described in Table 1 and Figure 1
Methods of fastening for roof slopes of 2:12 (16.7%) to
21:12 (175%) and for roof slopes greater than 2112 (175%)
are as shown in Figure 1 for the standard and high -wind
applications. For slopes greater than 21:12 (175%). the
shingles must also be hand -seated as described in Section
4.1.2.4,
4.1.2.3 High Wind Fastening: Shingles must be fastened
with four or five No. 12 gage roofing nails, described in
Section 3.5, as shown in Figure 1, when the shingles are
installed under the following conditions:
4.1.2.3.1 2018, 2015 and 2012 IBC: When the roof is
installed in applications where the ultimate design wind
speed, VUn, is 140 mph (224 km/hr) or greater.
4.1.2.3.2 2009 IBC: When the roof is installed in
applications where the basic wind speed is 110 mph
(177 km/h) or greater.
4.1.2.3.3 2018 and 2015 IRC: When the roof is installed in
applications where the ultimate design wind speed, VUu, is
140 mph (224 km/hr) or greater.
4A Z3,4 2012 and 2009 JRC: When the roof is Installed in
areas where the basic wind speed is 110 mph
(177 km/h) or greater.
4.1.2.4 Shingle Sealing: In colder climates or wind
regions where it is questionable whether the factory -applied
adhesive will activate and seal the shingles, the shingles
must be hand -sealed to the satisfaction of the code official.
Hand -sealing must consist of applying a minimum of four
1-inch-diameter (25.4 mm) spots of asphalt roofing cement
to the unexposed surface of the underlying course of
shingles, equally spaced across each shingle. For three -tab
and four -tab shingles, one spot of asphalt roDiing cement
must be placed under each corner of each tab (two spots
per tab); the tab must then be pressed into the cement. For
no cut-out shingles and laminated shingles, four equally
spaced spots of asphalt roofing cement must be placed
under the exposed {portion of the shingle; the shingle must
then be pressed into the cement.
4.1.2.5 Hip and Ridge Shingles: Hip and ridge shingles
most be placed evenly over hips and ridges (or over shingle -
over ridge vents), and fastened to the roof deck with two
fasteners, located on either side of the shingle, along the
nail line as shown in Figure 1.
4.1.3 Valley Construction and other Flashing: For open
valleys, corrosion -resistant metal valley flashing must be
centered and placed vertically in the valley over the smooth -
surfaced roof roofing, or specialty underlayment.
Corrosion -resistant metal valley flashing must be as
follows:
2018, 2015, 2012 and 2009 IBC: A minimum of 24 inches
(610 mm) wide, complying with 2018 IBC Table
1507.2.8.2 [2015, 2012 and 2009 IBC Table 1507.2.9.21,
■ IRC: A minimum of 24 inches (610 mm) wide, complying
with IRC Table R905.2.8.2.
Other flashing must be in accordance with IBC Sections
1503.2 and 2018 IBC Section 1507.2.8 12015, 2012 and
2009 IBC Section 1507.2.9] or IRC Sections R903.2 and
R905.2.8, as applicable.
4.2 Installation -Reroofing -
When installed over existing Class A or Class C asphalt
shingle roofs in accordance with this section (Section 4.2),
the shingle products are recognized as Class A roof
ESR-3537 I Most Widely Accepted and Trusted Page 3 of 13
coverings. The existing asphalt shingle roof covering must
be inspected in accordance with provisions and limitations
of 2018 and 2015 18C 1511 [2012 and 2009 IBC Section
1510] or 2018 and 2015 IRC Section R908 12012 and 2009
IRC Section R907], as applicable. Prior to the reroofing, hip
and ridge covering must be removed, and a single layer of
ASTM D226, Type II, nonparforated, felt underlayment must
be installed over the existing asphalt shingles. Except as
noted in this section, the shingles must be installed in
accordance with Section 4.1 of this report. Fasteners must
be of sufficient length to penetrate 314 inch (19.1 mm) into
the sheathing, or through the sheathing, whichever is less.
Valley flashing and other flashings must comply With Section
4.1.3 of this report and the following, as applicable:
IBC' 2018 and 2015 IBC Sections 1611.5 and 1511,6
12012 and 2009 IBC Sections 151 p.5 and 1510.6).
■ IRC: 2018 and 2015 IRC Sections R908.5 and R908.6
[2012 and 2009 IRC Sections R907.5 and R907.8].
The Following asphalt shingles may be installed over
existing wood shingle roofs provided all of the conditions
specified above are met:
Grand Manor, Carriage House_ Presidential Shake TL,
Presidential Shake, Presidential Shake IR, Presidential
Solaris, Presidential Tt_ Souris, Landmark TL, Landmark
Premium, Landmark Sola6s, Landmark Pro Solans,
Landmark Pro, Architect 80, Landmark, Landmark IR, XT-
30, XT-30 IR, XT-25, CT-20, Independence, Hatteras,
Highland Slate, Highland Slate IR, NorthGate, Patriot,
Shangle Ridge, Cedar Crest JR, Mountain Midge Arcadia
Shake, Belmont, Belmont IR and Shadow Ridge.
4.3 Wind Resistance:
CertainTeed asphalt shingles have been tested in
accordance with ASTM D7158 and are classified as Class
H. They qualify for use in locations as shown in 2018 and
2015 IBC Table 1504,1.1 [2012 and 2009 iBC Table
1507.2,7.1 (1)] and 2018 and 2015 IRC Table R905.2.4.1
(2012 and 2009 IRC Table R905.2.4.1 (1)1_ installation must
be in accordance with 2018 IBC Section 1507.2.6 (2015,
2012 and 2009 IBC Section 1507.2.71 or IRC Section
R905.2.6, as applicable.
5.0 CONDITIONS OF USE
The CertainTeed Asphalt Shingle Roof Covering Systems
described In this report comply with, or are suitable
alternatives to what is specified in, those codes listed In
Section 1.0 of this report, subject to the following conditions:
5.1 The shingles must be manufactured, identified, and
installed in accordance with the applicable codes,
this report, and the manufacturer's published
installation instructions. If there is a conflict between
the manufacturer's published installation instructions
and this report, this report governs.
5.2 The products are manufactured in Avery, Ohio (AV);
Ennis, Texas (EN); Fremont, California (FR);
Jonesburg, Missouri (JB); Norwood, Massachusetts
(NW); Oxford, North Carol'+na (OX); Peachtree City,
Georgia (PT); Portland, Oregon (PO); Shakopee,
Minnesota (SH); Shreveport, Louisiana (SPy; and
Wimington, California (WI), under a quality -control
program with inspections by iCC-ES.
6.0 EVIDENCE SUBMITTED
Data in accordance with the ICC-ES Acceptance Criteria for
Alternative Asphalt Roofing Shingles (AC438), dated June
2017 (editorially revised August 2018),
7.0 IDENTIFICATION
7.1 Each bundle of shingles bears a label with the name
and address of the GertainTeed LLC manufacturing
plant, the product brand name; the Class A roof
classification; the installation instructions; the
evaluation report number (ESR-3537); and a reference
indicating compliance with ASTM D7158. Additionally,
each bundle of shingles is marked with the area of the
roof surface covered and the style, type and color of
the product.
7.2 The report holder's contact information is the following:
CERTAINTEED LLC
20 MOORES ROAD
MALVERN, PENNSYLVANIA 19356
(610) 893-6096
www.certainteed.com
ESR-3537 ! Most Widely Accepted and Trusted Page 4 of 13
TABLE 1—PRODUCT DESCRIPTIONS AND MANUFACTURING LOCATIONS
DIMENSIONS
MAXIMUM
LOCATION OF
PRODUCTS'
SHINGLE TYPE
PLANT LOCATION
PLANT
(width x
EXPOSURE
TO THE
NAIL "LINE""
(distance above
DESIGNATION
height}
[inches}
WEATHER
shingle butt)
(inches)
(inches}
Grand Manor
3-Layer Laminated
Oxford, NC
OX
36 x 18
8
SS4
Carriage House
2-Layer Laminated
Oxford, NC
Ox
36 x 18
8
8518
Presidential Shake TL
Tri-Laminate
Fremont, CA;
FR
40 x 14114
4
9
Shakopee, MN
SH
Presidential Shake
Laminated
Fremont, CA;
Shakopee, MN
FR
SH
40 x 14114
4
9
Presidential 1R
Laminated Impact
Resistant
Shakopee, MN
SH
40 x 141/4
4
9
Presidenfitai Solaris
Laminated
Fremont, CA
FR
40 x 104
4
9
Presidential TL Solaris
Tri-Laminate
Fremont, CA
FR
40 x 14114
4
9
Landmark TL
Tri-Laminate
Fremont, CA;
Oxford, NC
FR
Ox
40 x 13114
5515
6'I16
Avery, OH
AV
Norwood, MA
NW
Oxford, NC
Olt
Landmark Premium
Laminated (Metric)
Peachtree City, GA
Portland, OR
PT
PO
38314 x 13'14
551a
6118
Shakopee, MN
SH
Shreveport, LA
SP
Wilmington, CA
WI
Peachtree, GA
PT
Landmark Solans
Laminated (Metric)
Portland, OR
PO
38314 x 13114
551$
6118
Mlmin ton, CA
VVI
Landmark Solaris IR
Laminated (Metric)
Peachtree, GA
PT
014 x 13'14
5518
6118
Impact Resistant
Avery, OH
AV
Jonesburg, M❑
J9
Norwood, MA
NW
Oxford, NC
OX
Landmarks Pro
Laminated (Metric)
Peachtree City, GA
PT
38314 x 13'14
551E
6'18
Portland, OR
PO
Shakopee, MN
SH
Shreveport, LA
SP
Wilmin ton, CA
WI
Landmark Pro Solaris
Laminated (Metric)
Wilmington, CA
WI
38114 x 13Y4
551a
6119
Landmark IR
Laminated (Metric)
Shreveport, LA
SP
38314 x 13'14
5%
611a
Impact Resistant
Avery, OH
AV
Ennis, TX
EN
Jonesburg, M❑
JB
Norwood. MA
NW
Landmark
Laminated (Metric)
PeaOxforde City, GA
x
38314 x 13114
51/8
6118
Portland, OR
PO
Shakopee, MN
SH
Shreveport, to
SP
Wilmington, CA
WI
XT-30
3-Tab (Metric)
Portland, OR
PO
3931s x 13114
5518
61/8
Avery, OH
AV
XT-30
3-TFab (Standard)
Oxford, NO
ox
35 x 12
5
554
Shakopee, INN
SH
XT-30 IR
3-Tab (Standard)Impact Resistantt
Shreveport, LA
SP
36 x 12
5
5F1A
XT-25
3-Tab {Metric}
Portland, OR
PO
39% x 13'14
5618
6114
Avery. OH
AV
Avery, OH
AV
Norwood, MA
NVV
XT-25
3-Tab (Standard)
Oxford, MN
Ox
36 x 12
5
551a
Shakopee, MN
5H
Shreveport, LA
SP
CT-20
3-Tab {Metric]
Portland, CR
OR
3931$ x E3'1�
5518
611a
For 31: 1 inch = 25.4 mat,
ESR-3537 I Most Widely Accepted and Trusted Page 5 of 13
TABLE 1--PRODUCT DESCRIPTIONS AND MANUFACTURING LOCATIONS (Continued)
MAXIMUM
LOCATION OF NAIL
PRODUCTS'
SHINGLE TYPE
PLANT LOCATION
PLANT
DESIGNATION
DIMENSIONS
height)
[ width x het
EXPOSURE TO
"LINE"x
(distance above
{inches)
THE WEATHER
Shingle utE)
butt) b
{inches)
(inches)
CT-20
3-Tab (Standard)
Oxford
36 x 12
5
5%,
S part to
SP
Landmark Pro
Architect 80
Laminated (Metric)
Portland, OR
PO
38314 x 13'14
5518
6118
Independence
3-Tab Laminated
Avery, OH
Oxford, NIC
AV
OTC
36 x 12
5
5118
{Standard]
Shakopee, MN
SH
Hatteras
4-Tab
Oxford, NC
OX
36 x 18
8
9016
Highland Slate
4-Tab
Oxford, NC
ox
36 x 18
8
9318
Highland Slate IR
4-Tab Impact Resistant
Oxford, NO
Ox
36 x 18
8
9118
NorthGate
Laminated (Metric),
Portland OR
PO
38314 x 13114
551g
51I8
Impact resistant
Portland, OR
PO
Patriot
No Cutout
Avery, OH
AV
39315 x 13'l4
6518
611a
Norwood. MA
NW
Arcadia Shake
4-Layer Laminated
Fremont, CA
FR
37% x 191W
8'h
93
Belmont
4-Tab Laminated
Oxford, NC
Ox
36 x 18
8
8VaL
Belmont IR
4-Tab Laminated
Impact Resistant
Oxford, NC
Ox
36 x 18
8
B%
For SI: 1 inch = 25.4 mm_
NOTES:
1. includes algae -resistant (AR) versions.
2. Nail "Line" - distance from lowermost iowast edge of shingle to target nail location.
3. Shingle butt location varies up to i inch. Dimensions shown for shingle height and nail 'line" location are averages.
TABLE 1---PRODUCT DESCRIPTIONS AND MANUFACTURING LOCATIONS (Continued)
ACCESSORIES
DIMENSIONS
MAXIMUM
PRODUCTS
SHINGLE TYPE
PLANT
PLANT
(width x height)
EXPOSURE TO
LOCATION
DESIGNATION
{inches]
THE WEATHER
inches
Shangle Ridge
Hip and Ridge
Oxford, NC
ox
12 x 18
8
Cedar Crest
Hip and Ridge
Oxford, NC
OX
12 x 18
a
Cedar Crest IR
Hip and Ridge
Impact Resistant
Oxford, NC
Ox
12 x 18
8
8x12
Mountain Ridge
Hip and Ridge
Fremont, CA
FR
&
a
10 x12
NorthGate Ridge
Hip and Ridge,
Im act Resistant
Portland, OR
PO
9718 x 13%
55/8
Avery. OH
AV
Shadow Ridge
Hip and Ridge
Norwood, MA
NW
12 x 12
5
(Standard)
Oxford, NC
ox
Shakopeer MN
SH
Shadow Ridge
Hip and Ridge
Portland, OR
PO
9'I8 x 13'14
5118
Metric
d s Hip and
Ride AccazGory
Hip and Ridge
Portland, OR
PO
971s x 13'14
5 8
Souris Accessory
Hip and Ridge
Portland, OR
PO
13118 x 13114
5518
Salads Accessory IR
Hip and Ridge,
Impact Resistant
Portland, OR
PO
13118 x 13'14
55/8
Presidential Starter
Starter Shingle
Portland, OR
Fremont, CA
OR
FR
40 x 13114, bottom layer;
40 x 11'14, top layer
4 {top layer]
Presidential Starter
Starter Shingle
Portland, OR
FR
40 x 13'le, bottom layer,
4 (top layer)
IR
Fremont, CA
38 x 11114, top layer
High Performance
Starter
Starter Shingle
Oxford, NC
Ox
36 x 10
nla
Swiftstart
Starter shingle
Shakopee, MN
5H
38'14 x 751a
n1a
Avery, OH
AV
Universal Starter
Starter Shingle
gO kopee. C
ox
SH
36 x 7
nla
Shreveport, LA
SP
For St: 1 inch = 25.4 mm.
ESR-3537 I Most Widely Accepted and Trusted Page 6 of 13
E T-41 Z T - EE T-E
----------
2mi,n
40JE-mc P,.Alpjc� *rq%r—Lr--mb
'JET7,1 � T-ate T-:Z 5,, 1'. ZL=-c-
—F—
W, 7 17- zv:m -1- t�---
*ET" G PAT Fe CA WlRr*lFjll—1
FIGURE 1-SHINGLE PROFILES AND FASTENER PATTERNS
W, 7 17- zv:m -1- t�---
*ET" G PAT Fe CA WlRr*lFjll—1
FIGURE 1-SHINGLE PROFILES AND FASTENER PATTERNS
ESR-3637 I Most Mdely Accepted and Trusted Page 7 of 43
PR ESIOENTIALIPRESIDENTIAL TL SHINGLES
8" 0n16 mm]
i
5" (127 nlnt 5" (127 rru
" (25 mmy Nails evenly spaced. 28 line.
. T !d"
{3G2 mm]
Standard & high wind nailing pattern - five nails per Shingle. Roofing Cement under shingle.
METRIC LAMINATES - SEALANT BACKITAPE BACK
S 3)4" (984 mm)
mm — 4 314 (375 mm) mm
le Alxai N+4�.1r
{25 mm} 1" (25 mm)r`!,
mmj
(156 mm)
Ing 2ro2 ror - low ano era noarw- slopes (mom e:TY 10 21:1
Nail between upper & tower nail lines (as shaven above).
Standard & high wind nailing astern - four nails per shingle.
METRIC LAMINATES - SEALANT BACIGTAPE FRONT
S W' (984 mm)
. m _ 4 3!4 (375 mint P. min
16 ein-N0 66.M
(28 min] 1" (25 mm) . 1 !4"
--- (337 min]
6 118^
(156 min) imNailing aria for "low and standard" slopes j Farn 2! 12 to 21: Q
Nail between upper 8 lower nail lines (as shorn above).
Standard & high vend nailing pattern - four nails per shingle.
11
6 t!8-
(166 inn
}
LANDMARK TL SHINGLES
Standard d, high wind nailing pattern - four nails par
114"
qn7 mm)
PRESIDEN TIALIPRESIOENTIAL TL SHINGLES
iff1011111MIII"ai
5 11
(156 rr
Roofing Gemsnl
under shi ngle.
it on back. 190
61u
(156 1
Rooting Cemaj
under sh ingta.
t an pack. Ij
51
(156
Rooting CemaM�
under shingle.
*Alanb on back.14
Nail Pattem. For rani slopes greater lharl 21:12 075°14)
bvadying shingle must cover extra nails.
METRIC LAMINATES - SEALANT BACUTAPE BACK
111°
(337 mm)
Nall be lween bottom 2 nail lines (as Shawn abave)-
Slx Nail Patlerh.
METRIC LAMINATES - SEALANT BACKITAPE FRONT
Nall between bolldm 2 nail lines (as shown shove).
Six Nail Pattam.
LANDMARK TL SHINGLES
FIGURE 1—SHINGLE PROFILES AND FASTENER PATTERNS (Continued)
337 mm)i
ESR.3537 I Most Widely Accepted and Trusted Page 8 of 43
CARRIAGE HOUSE SHINGLES
1"[25 mm] I-'r f [25 mmy i"[25 mm] rr
1
{457 mmy
e Sia" a s>s•
[220 mmy (220 ram]
r �
SleddNd A high Wind hdilin@ patetn - five naps per shlng$E- Rvaer'e Cement under 5109ts.
GRAND MANOR SHINGLES
1"{gS mm]
im} sT
a 5ra-
I220 me
I}
Rv0eng Cement under ahincge
Sterrdard 6 hlgh wfntl Haling patieln - M1Ya 11eIC er snln N.
p A
ealant on har
HIGHLAND SLATE SHINGLES
HATTERAS SHINGLES
..+W[915mml
Im1
CARRIAGE HOUSE SHNGLES
3a` (915 mmy
(230-11 230 mm 230 mm
1'
91
(x5 mm� 18
[457 mrn}
Fpr root slepen greaiw men 21'12I17594}
GRAND MANOR SHINGLES
35`[&}5 mm)
Zj0 .,.I r230 mm 299 mm
1..
125 mmn
[457 mm]
For mol afepea greeter Then 2.1.12 {175%)-
Wth exue nab in lamin@W lab;-
HIGHLANDSLATE SHINGLES
��38"{als mm]
23@ mm
50 -7
230 mm—Rwmm
r
IE
(457
!g-
mn)
9]
(2a0
Rl finp Geni en[ antler s In@re.
� (457 mmy T
9 318" 9 370"
PAD mm) [240 mm)
Standard d high wind nailing pattern - five nails per xh ftle. .401
Ruahreg CBmefll Untler shinglo.
M)m I
HATTERAS SHINGLES
38" j855 mm}
m 230 rr 30 mmT 230 mm 215 mm
1 1
1457 mm)
For rout slopes greater Than 21-12 (175%)
FIGURE 1—SHINGLE PROFILES AND FASTENER PATTERNS (Continued)
ESR-3537 I Most Widely Accepted and Trusted _ _ Page 9 of 13
ENGLI SH
3 W.1)0:'r RIDGE SHII JGLE3-
�' 1�rrrre
T 7-i
_]�Z�
= .] KI C ....�-
�y i r1Y
L
tIall ing pattern all aPr11cavons-tYA nails persh{nale
METRIC SOLARIS ACCESSORY &
SOLARIS 7CCESSORY iR SHINGLES
f --
7
F r .�-,•-
10
13OUNTA.IN RIDGE SHItJGLES
T T
Kf Ate-,
.ry
flailing patient all ap> llcaticns -t'oC nails per snincle.
SHLAGLE RIDGE SHIIdGLES
ZF
Nadln9 PStierfl all MPIICBIICnS -I':+C nails pe" sin inple
METRIC SOLLRIS ACCESSORY SHIIAGLES $
SOL,L-RIS ACCESSORY IR SHINGLES
F -N - -
flailing tavern all aG;
KICUNT' ItJ RIDGE SWIGLES5
F
72 '
Nailing paitern all a;,:::i:..'•; - rroc nails pef oingle-
FIGURE i--SHINGLE PROFILES AND FASTENER PATTERNS (Continued)
ESR-3537 I Most Widely Accepted and Trusted Page 10 of 13
3.2 -- r a I- ; - e. -C - 5 - Y "-. r_— s - - -.4 S :11 Z,- ^; :
FIGURE 1--SHINGLE PROFILES AND FASTENER PATTERNS (Continued)
ESR-3637 i Most Widely Accepted and Trusted Page 11 of 13
�5t Tx c-:-z ;cr
IaTS-1-*T S-V'. -
I
1i-c:-. -_ - :aLL�-,- i' � _ ---s -,-V— - - - -- r = - - C==7-_ - . ", t- - e x: .:__-
_ .I,_-_ _ST;=Ira S — I '
-F
- rrr_r_rrrrr r_r rrrr�
_� :�-= -a -- ___-- r- a a_.== -_ -_ � •: - . _. - >: 1 tea: � � _ --.-. � r•' -_ _=x �---
FIGURE 1—SHINGLE PROFILES AND FASTENER PATTERNS (Continued)
IMES Evaluation Report ESR-3537 CBC and CRC Supplement
F?eissued Jane 2020
This report is subject to leoewal June 2021.
www.i_cc-es.orct 1 (800) 423-6587 1 (662) 699-0543 R Subsidiary of the international Corte Council`
DIVISION: 07 DO 00—THERMAL AND MOISTURE PROTECTION
Section: 07 31 13—Asphalt Shingles
REPORT HOLDER:
CERTAINTEED LLC
EVALUATION SUBJECT:
CERTAINTEED ASPHALT SHINGLES
1.0 REPORT PURPOSE AND SCOPE
Purpose:
The purpose of this evaluation report supplement is to indicate that CertainTeed LLC asphalt shingles, recognized in ICC-ES
evaluation report ESR-3537, have also been evaluated for compliance with the code(s) noted below.
Applicable code edition(s):
■ 2019 California Building Carle'=' (C8C)
For evaluation of applicable chapters adopted by the California Office of Statewide Health Planning and Development
(OSHPD) and Division of State Architect (DSA), see Sections 2.1.1 and 2.1.2 below.
■ 2019 California Residential Code® (CRC)
2.0 CONCLUSIONS
2.1 CBC:
The CertainTeed LLC asphalt shingles, described in Sections 2.0 through 7.0 of the evaluation report ESR-3537, comply with
CBC Sections '1505.1 and 1507.2, and may be used where the CBC requires a Class A roof covering complying with CBC
Section 1505.1.1, a Class B roof covering complying with CBC Section 1505.1.2. or a Class C roof covering complying with
CBC Section 1505.1.3, provided the design and installation are in accordance with the 2018 International Building Code'O (IBC)
provisions respectively, noted in the evaluation report and the additional requirements of CBC Section 1511, as applicable.
The asphalt shingles may be used in the construction of new buildings located in any Fire Hazard Severity Zone within a
State Responsibility Areas or any Wildland-Urban Interface Fire Area, provided installation is in accordance with the 2018
International Building Code' (IBC) provisions, as applicable, noted in the evaluation report and the additional requirements of
Sections 701 A.3 and 705A of the CBC.
2.1.1 OSHPD:
The applicable OSHPD Sections of the CBC are beyond the scope of this supplement.
2.1.2 ❑SA:
The applicable DSA Sections of the CBC are beyond the scope of this supplement.
2.2 CRC:
The CertainTeed LLC asphalt shingles, described in Sections 2-0 thrOUgh 7.0 of the evaluation report ESR-3537; comply with
CRC Sections R902.1 and R905.2, and may be used where the CRC requires a Class A roof cover complying with CRC
Section R902.1.1, a Class B roof covering complying with CRC Sedon R902.1.2, or a Class C roof covering complying with
CRC Section R902.1.3, provided the design and installation are in accordance with the 2018 International Residential Code'
(IRC) provisions respectively, noted in the evaluation report and the additional requirements of CRC Section R908, as
applicable.
H'( =1.1 rsriluation Reporiv are ma irr he coa.sirf+eci as repre.veiniug aerfheil['.r or any irrher anrihrik'.s not .vpeci heal!} addretsrd nor arr Mel, ti, he c ,flaml+eel
as an endorsement vJ 6L .sahliact lV floe repair or a rrci+m ientladonh,r 115 Ilse, There I,r no Irurisvnn• by K (' [-aln(Won 1en•ice, LI.C. c rpram fir Pupllerr f+.s S-�
in WIT jiliffing ar alher mailer In ilii,s relwil. ar as irr mn pnirhia owered hi• the refNn't,
Copyrigh10 2020 1 C C Gve[uatlon Service, LLC. All Nghis rendrvod, Pigs 12 of 43
ESR-3537 CSC and CRC Supplement I Most Widely Accepted and Trusted Page 13 of 13
The asphalt shingles may be used in the construction of new buildings located in any Fire Hazard Severity Zone within a
State Responsibility Areas or Wildland-Urban Interface Fire Area, provided installation is in accordance with the 2018
International Residential Codes (IRC) provisions, as applicable, noted in the evaluation report and the additional requirements
of Sections R337.1.3.1 and R337.5 of the CRC.
The products recognized in this supplement have not been evaluated for compliance with the International Wildland-Urban
Interface Cade'.
This supplement expires concurrently with the report, reissued June 2020.
ST. LUCIE COUNTY
REQUIRED OWNERS NOTIFICATION FOR
ROOFING CONSIDERATIONS
It is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to ex-
plain to the owner the content of this form. The owner's initials in the designated space indicates that the item has
been explained.
1. Aesthetics -workmanship: The workmanship provisions of Chapter T 5 (High Velocity Hurricane Zone) are
for the purpose of providing that the roofing system meets the wind resistance and water intrusion perfor-
mance 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 renaded in
accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building
Code. (The roof deck is usually concealed prior to removing the existing roof system).
Lill"'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.
U-"'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 owner provides the option of maintaining
this appearance.
IX5. Ponding water: The current roof system and/or deck of the building may not drain well and may cause wa-
ter 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.
b. Overflow scuppers (wall outlets): it is required that rainwater flow off so that the roof is not overloaded
from a build up of water. Perimeter/edge waIIs 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.
Existing Solar Systems: The re -installation of an existing roof mounted photovoltaic system requires a
separate permit. Permit must be obtained in order to finalize the roofing permit.
l C9 S1
PROPERTY ADDRESS w
DATE
PN MIT NUMBER
f5f 1
STATE ,ZIP