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DATE FILED: -1 la$ I 1
REVISION FEE: I Q-QQ C,
RECEIti'=D JUL 2 8 2016
PERMIT # 1606-0126
RECEIPT # I t 1m r
BY
St. Lucie Countv
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652
(772) 462-1553 FAX (772) 462-1578
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
1. LOCATION/SITE
ADDRESS: 7 Lake Vista Trail, Port St Lucie, 34952
2. DETAILED DESCRIPTION OF PROJECT
REVISIONS:
3.
4.
5.
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REi/iEV.E9
FOR 00 P CE
REVIEWE BY
DATES/�//_
PLANS AFTO PERMIT
STATE of FL REG./CERT. #: CCC13293 34 . LU
BUSINESS NAME:
QUALIFIERS NAME: cg t�
ADDRESS: 2504 SE Willoug y
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ADDRESS:
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Vista St Lucie Association
ARCHITECT/ENGINEER INFORMATION:
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FL18355-
Revision
TAMKO Building Products, Inc. -�
f,0 e-- Approved
R2
History
FL*: FL18355.1
Model: Glass -Seal, Elite Glass-S al, Heritage, eritage Premium, Heritage
Woodgate, Heritage Vintage, Hip
Bowden
(334)
d Ridge, Vintage Hip and Ridge Shingles
300-1800
Description: ASTM D 3462 asphalt and hip and ridge shingles
Category: Roofing
Subcategory: Asphalt Shingles
r .-_• r - I—" — "Ieweu dno ramnep by me rvu ana/or me Commission if necessary.
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-482-1824
The State of Florida is an AA/EEO employer. Copyright 20e2-2013 State of Florida :: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail, if you have any questions, please contact 850.487. 1395. "Pursuant to Sectian
455.225(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have
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Product Approval Accepts:
I� ® Kts:k
Credit efd FILE COPY
RECEIVED JULCOrfi�4�ofAuthorizationNo. 29824
17520 Edinburgh Dr
Tampa, FL33647
TECHNICAL SERVICES, LLC (813) 480-3421
EVALUATION REPORT
FLORIDA BUILDING CODE 5Te
014)
Manufacturer: TAMKO BUILDING PRODUCTS
220 West 0 Street
Joplin, MO 64801
(417) 624-6644'"
Manufacturing Plants: Joplin, MO
Phillipsburg, KS
Frederick, MD
Dallas, TX
Tuscaloosa, AL t
Quality Assurance: UL LLC (QUA9625)
SCOPE
Issued December 14, 201,E
, ,T
s
�^
Category: Roofing
Subcategory: Asphalt Shingles
Code Sections: 1507.2.5, 1507.2.7.1,
1523.6.5.1
0;
Properties: Physical properties, Wind Resistance, Wind Driven Rain
6 ''0
REFERENCES$,
Entity
Report No.
Standard
��
Year
PRI Construction Materials Technologies (TST5878)
TAP-043-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP-051-02-01
TAS 100
1995'"
PRI Construction Materials Technologies (TST5878)
TAP-054-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP-114-02-01
TAS 100
1995 y`
PRI Construction Materials Technologies (TST5878)
TAP-117-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP-130-02-01
TAS 100
199'5 _
PRI Construction Materials Technologies (TST5878)
TAP-131-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP-165-02-01
TAS 100
,m
f995 : f
PRI Construction Materials Technologies (TST5878)
TAP-280-02-01
TAS 1 QDL
1995
PRI Construction Materials Technologies (TST5878)
TAP-303-02-01
TAS 1�
5O
PRI Construction Materials Technologies (TST5878)
TAP-307-02-01
�FM
TAS 1
95
PRI Construction Materials Technologies (TST5878)
TAP314-02-01 Rev 2
TAS 1
4995
0
PRI Construction Materials Technologies (TST5878)
TAP-315-02-01
ASTM 6 1
08
PRI Construction Materials Technologies (TST5878)
TAP-317-02-01
TAS 100
1995`
UL LLC (TST9628)
02NK9507
ASTM D 3161
A/,`'
w' +26109
UL LLC (TST9628)
04NK24366
ASTM D 3462
2009
UL LLC (TST9628)
05NK28006
ASTM D 6381
2008(2013)e1
UL 2390
ASTM D 7158
`
,2 8d
UL LLC (TST9628)
06NK03898
ASTM D 3161
2009
ASTM D 3462
2009
UL LLC (TST9628)
08CA59132
ASTM D 3161
2009
UL LLC (TST9628)
09NK07896
ASTM D 3161
2009
ASTM D 3462
2009
UL LLC (TST9628)
10CA50498
ASTM D 3462
2009
UL LLC (TST9628)
10CA64882
ASTM D 3161
2009
UL LLC (TST9628)
11 NK14014
ASTM D 3161
2009
ASTM D 3462
2009
UL LLC (TST9628)
12CA24551
ASTM D 3161
2009
UL LLC (TST9628)
4786110543
ASTM D 6381
2008(2013)el
UL LLC (TST9628)
4787043752
ASTM D 3161
2009
UL LLC (TST9628)
4787148748
ASTM D 7158
2008d
ASTM D 3161
2009
ASTM D 3462
2009
TBP15001.2 FL18355-R2 Page 1 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
V
CREEKTAMKOBUILDIphPRODUCTS
G$� Asphalt Shingles
[A TECHNICAL SERVICES, LLC
PRODUCT DESCRIPTION
Elite s-Seal® 12-1/4" x 36", ASTM D 3161, Class F and ASTM D 7158, Class Hself-sealing, 3-tab
(Frederic oplin & asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with
Tuscaloosa) ceramic granules complying with ASTM D 3462.
G -Seal 12-1/4" x 36", ASTM D 3161, Class Fand ASTM D 7158, Class'H self-sealing, 3-tab
(Frede & asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with
Tuscaloo ceramic granules complying with ASTM D 3462.
Gla Seal 12-1/4" x 36", ASTM D 7158, Class H self-sealing, 3-tab asphalt shingle with fiberglass
(Jopll mat coated on both sides with asphalt and surfaced with ceramic granules complying
with ASTM D 3462. Shingles shall be used in the non-HVHZ only.
eritage® 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
(Dallas, Frederick, - reinforced, laminated architectural asphalt shingle surfaced with mineral granules
Joplin, Phillipsburg& complying with ASTM D 3462.
Tuscaloosa)
'tage®Pre 13-1/4" x 39-3/8",:ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
(Da re erick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules
Phillip rg & complying with ASTM D 3462.
Heritalopgo Premium 12" x 36",`ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced,
(Frederic laminated architectural asphalt shingle surfaced with mineral granules complying with
ASTM D 3462.
Herit bViritage® 17-1/2" x 40", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced,
(Phillips laminated architectural asphalt shingle surfaced with mineral granules complying with
ASTM D. 3462.
Herita Woodgate 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
(Dallas & erick) reinforced, laminated architectural asphalt shingle surfaced with mineral granules
complying with ASTM D 3462.
Heritag.. Woodgate;{ ,._1,2" x 36-3/8", ASTM D 3161, Class F fiberglass reinforced, laminated architectural
F,rederlck 1 : ¢,-asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Shingles
shall be used in the non-HVHZ only.
Hi ~ nd Shingles 12-1/4" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt
(Fre 'ck & Jo shingle surfaced with mineral granules complying with ASTM D 3462.
Vintage® and•Ridge 12" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle
(Phillipsburg surfaced with mineral granules complying with ASTM D 3462.
TBP15001.2
FL18355-R2 Pace of 11
This evaluation report is provided for State of Florida product approval under Rule lit UZ0-3. I he manutacturer Snail'notrty GRttK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
lass-SealO
ijk, Joplin &
&
Glass -Seal
(Frederick,,
HVHZ) & Tt
TAMKO BUILDING PRODUCTS
Asphalt Shingles
Basic Wind Speed (Vvlt):
Max. 194 mph •--
Basic Wind Speed (Va,d):
Max. 150 mph
Deck (HVHZ):
In accordance with FBC requirements; -
Solidly sheathed min. 19/32 in, plywood or wood planksfor-,
new construction; Min. 15/32 im—plywood existing
construction.
Deck (Non-HVHZ):
In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction; Min. 7116 in. OSB existing construction.
Underlayment:
In accordance with FBC requirements.
Min. slope:
2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12.
Inst ation (HVHZ):
Installed with 5-1/8 inch exposure in accordance with RAS
115 and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installation on-HVHZ):
Installed with 5-1/8-inch exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be*attached using either "4, Nail.
".,z
Pattern" or "6 Nail Pattern" detailed below. -
— —1II
Nailing
Area
--1"
Nailing
Area
Figure 1. Elite Glass -Seal & Glass-9
4 Nail Pattern (Non-HVHZ only)
But Edge
Figure 2. Elite Glass -Seal & Glass -seal
6 Nail Pattern
TBP15001.2 FL18355-R2 Page 3 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
Heritage®
Basic Wind Speed (V u):
(Dallas, Frederick, Joplin,
Basic Wind Speed (Vasa):
Phillipsburg & Tuscaloosa)
Deck (HVHZ):
Heritag mium
(D Frederick
illipsburg & Tuscaloosa)
Deck (Non-HVHZ):
&
He ' oodgate
allas & Frederick)
Underlayment:
Min. slope:
1"
Figure
t i
TBP15001.2
Installation (HVHZ):
Installation (Non-HVHZ):
TAMKO BUILDING PRODUCTS'+
Asphalt Shingles
Max. 194 mph
Max. 150 mph
In accordance with FBC requirements;
Solidly sheathed min. 19132 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood 'existing
construction.
In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction; Min. 7/16 in. OSB existing construction.
In accordance with FBC requirements.
2:12 and in accordance with FBC requirements. Refer to
the manufacturers application instructions when installing
shingles at slopes greater than 21:12.
Installed with 5-5/8 in. exposure in accordance with RAS
115 and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installed with 5-5/8 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either "4 Nail
Pattern" or"6 Nail Pattern" detailed below.
FASTENERS
-► 12-318" - - 12-1
ritage@, Heritage@ Premium, and Heritage@
4 Nail Pattern (non-HVHZ only)
,.,I, /jam FASTENERS
NAIL ZONE
COMMON
BOND
EXPOSURE 5-5/8"
h--1 It
gate (Dallas)
NAIL ZONE
COMMON
BOND
EXPOSURE 5-5/8"
h-7-1 /2'i� 7-1l2" ►� 7 3/8" ► 7-1 P2" ►h 7-112" ►I h--1 "
Figure 4. Heritage@ & Heritage@ Premium
6 Nail Pattern
of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall nogty CKttK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
yn> f
i
TECHNICAL SERVICES, LLC
Figure 5. Heritage® Woodgate
6 Nail Pattern
—FASTENERS
2
1=
in o
yW
.. _ 39-318"
Figure 6. Heritage®,'Heritage® Premium, & Her
Alternate 6 Nail Pattern
PAI NT
7-71811
6-1/8"-
DO NOT FASTEN
ALONG EDGE, OF
COMMON BOND
1"
TAMKO BUILDING PRODUCTS
Asphalt Shingles
NAIL ZONE/
COMMON BOND
I
1RE5518"
if
El Common Bond
L ZONE
Figure 7. Heritage@ (Tuscaloosa)
Expanded Nail Zone
Nail patterns from Figures 3, 4, and 6 may be placed in the nail zone as described above
TBP15001.2 FL18355-R2 Page 5 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
�r {
TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC-`^
Premium Basic Wind Speed (V ic)>, Max. 194 mph
ick Basic Wind Speed (Va: d): ',Max. 150 mph M1
Deck (HVHZ)1 fii°accordance with FBC requirements;
Solidly sheathed min. 19132 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
,co'n'struction.."- .
Deck (Non-HVHZ):
In accordance with FBC requirements;
Solidly sheathed min''15/32 in. plywood or wood plank for
new construction; Min. 7/16 in.-,OSB existing construction.
nderlaymleint:
In accordance with FBC requirements.
n. stope:
2:12 and in accordance with FBC regtjrements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12. .
Instal\(nZHVHZ):
Installed with 5 in. exposure in accordance with RAS 115
and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
InstalInstalled with 5 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either "4 Nail
Pattern" or "6 Nail Pattern' detailed below.
- _ x
FASTS N1
t.>
11 "1 [11 11"--+— 121'
NAIL ZONE/
COMMON BOND
:fft
11\-� �-1"
Figure 8. Heritage® Premium
4 Nail Pattern (non•HVHZ
FASTENERS
1 "--� f-91h--' 34-
NAIL ZONE/
COMMON BOND
91/211 I�111
Figure 9. Heritage® Premium (Frederick)
6 Nail Pattern
TBP15001.2 FL18355-R2 Page 6 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
TAMKO BUILDING PRODUCTS
Asphalt Shingles
Woodgate Basic Wind Speed (V"ir):
Max. 194 mph ,>"
Wind Speed (Vag):
Max. 150 mph
Non-HVHZ):
In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction; Min. 7/16 in. OSB existing construction.
ayment:
In accordance with FBC requirements.
\Deck
ope:
2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12.
tion (Non-HVHZ):
Installed with 5 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall,be attached using either "4 Nail
Pattern" or "6 Nail Pattern -detailed below.
L ZONE/
NMON BOND
EXP
Figure 10. Heritage®Wo dgate'(F
4 Nail Pattern (non- HZ on
ZONE/
110N BOND
t T
b1J/7' IX SURES"
FFigure 11. Heritage®Woo(Frederick)
6 Nail Pattern
ii
;i
S�
t
sr
Ar+
TBP15001.2 FL18355-R2 Page 7 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein. -
CREEK
TECHNICAL SERVICES, LLC
Vintage@ Basic Wind Speed (Vut):
g) Basic Wind Speed (Vasd):
Deck (HVHZ):
Deck (Non-HVHZ):
Underlayment:
Min. slope:
Ins Ilation (HVHZ):
Installatio (Non -HI
-� TAMKO BUILDING PRODUCTS
Asphalt Shingles
r%
Max. 194 mph
Max. 150 mph
In accordance with FBC requirements;
Solidly sheathed min. 19/32 In. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction; Min. 7/16 in. OSB existing construction.
In accordance with FBC requirements.
2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12.
Installed with 5 in. exposure in accordance with RAS 115
and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installed with 5 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either "5 Nail
Pattern" or "6 Nail Pattern" detailed below.
Figure 12. Heritage@ Vint
r
5 Nail Pattern (non-HVHZ
H
Figure 13. Heritage@ Vintage
6 Nail Pattern
I7-In"
Exposure
Dbxh
Eym m
TBP15001.2 FL18355-R2 Page 8 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
A
CREEK
TECHNICAL SERVICES, LLC.
Hip & Ridge Basic Wind Speed (V,t):
(Frederick & Joplin) Basic Wind Speed (Vasd):
Deck (HVHZ):
Deck (Non-HVHZ):
Underlayment:
Min. slope:
Installation:
TAMKO BUILDING PRODUCTS
Asphalt Shingles
Max. 194 mph
Max. 150 mph
In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15132 in. plywood existing
construction.
In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction; Min. 7116 in. OSB existing construction.
In accordance with FBC requirements.
2:12 and to accordance with FBC requirements.
Installed with 5-1/8 inch exposure in accordance with the
FBC and manufacturer's published installation instructions.
The direction of the exposed end shall be away from the
prevailing wind.
Direction of prevailing wind
exposure
Figure 1
Fastener
Figure 2
F ti
exposure
Figure 14. Hip &Ridge (Frederick &Joplin OILE (";404PY
FL18355-R2
9 of 11
i nis evamation report is provided for Stale of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
ACREEK
, +w
'''%` TECHNICAL SERVICES,LLC
Vintage@ Hip & Ridge Basic Wind Speed (Vut):
14,
illipsburg) Basic Wind Speed (V�):
Deck (HVHZ):
Deck (Non-HVHZ):
Underlayment:
Min. slope:
Installation:
Direction`o r
.—;
s -
Start
Iare,,_c�c�
TAMKO BUILDING PRODUCTS
Asphalt Shingles
Max. 194 mph
Max. 150 mph
In accordance with FBC requirements;
Solidly sheathed min. 19132 in. plywood or wood plank for
new construction; Min. 15132 in. plywood existing
construction.
In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction; Min. 7/16 in. OSB existing construction.
In accordance with FBC requirements.
2:12 and in accordance with FBC requirements..
Installed with 5 inch exposure in accordance with the FBC
and manufacturers published installation instructions. The
direction of the exposed end shall be away from the
prevailing wind.
wind
Figure 1
exposure
1"
�' 1 ~FastenerA(Phillipsburg)
5-1/2"
Figure
Figure 15. Vintage® Hip &
TBP15001.2 FL18355-R2 Page 10 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREED
TECHNICAL SERVICES, LLC
TAMKO BUILDING PRODUCTS
Asphalt Shingles
1) ire Classification is not within the scope of this evaluation.
2) roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads
es shed for components and cladding and in accordance with FBC requirements.
3) Them n roof height shall be restricted to a maximum 33 it in the HVHZ.
4) Classifc ' n to ASTM D 7158 applies to exposure B & C with a building mean roof height of 33-ft or less.
5) Deck subs es shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck
shall be chec for protrusion and corrected prior to underlayment application.
6) Shingles shall b installed starting of the save in horizontal layers such that the laps shed water from the
deck.
7) Installation of the a luated products shall comply with this report, the FBC, and the manufacturer's
published application i ructions. Where discrepancies exist between these sources, the more restrictive
and code compliant detai all prevail.
8) All products listed in this re shall be manufactured and -'.ua ' ur in li ce ith
Rule 61 G20-3.
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. P t, P.E. have m c ` pli h _tie- d B ing
Code 5`h Edition (2014) as evidenced in the rate documents submitiea'bJthe named manufa ' u 'c_.
,%%% tPY'Ritp����.
`,•LPG?P G ENS R/�cs .�,\Florida
2015.12.14
No 74D2113:44:19
STATE OF tU0cO R t O,: ��: P.E.
.^`¢¢QQ 114, ONA�SAP ANWJ C
®
.�
CERTIFICATION OF INDEPENDENCE X
CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any com\theappr
g or distributing
products under this evaluation.
CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufactproducts under
this evaluation.
Zachary R. Priest, P.E. does not have, nor Wit acquire, a financial interest in any company maibuting products
under this evaluation.
Zachary R. Priest, P.E. does not have,. nor will acquire,.a financial interest in any other entity involinI process of the
product.
END OF REPORT
TBP15001.2 FL18355-R2 Page 11 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation reportdoes not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
OFFICE USE ONLY: SCANNED
DATE FILED: 7' i I' 1 Co BY
REVISION FEE: St. Lucie Countv
PER)I eY$06=01u2br �v
REC T laR}
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APPLICATION FOR BUILDING PERMIT REVISIONS
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1. LOCATION/SITE
ADDRESS: Project Building 7 at 7 Lake Vista Trail, Port St. Luci , FL 3495g,T LUCIE COUNTY
���� 67lNa BI�-r3T>:7,s�
run co
RmIfIHIT9i,.D
REVIE6'dED BY DOE
2. DETAILED DESCRIPTION OF PROJECT DATE
PLANS AND PERMIT
REVISIONS: MUST B
EKEPTGNJOBOR
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5.
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FL7t j TVoe Manufacturer :Validated 8v 'Status
FL11602-R3 Revision ' InterWrap, Inc. hn Kne2evich, PE, Approved
History FL*: FLI1602.1 - 54.
Model: Titanium Roof Underlayments
Descri tion. Synthetic sheet-
P Y type roof underI v
I Category: Roofing
Subcategory, Underlayments I
Approved by b�. AA➢Druvals by DBv0. shziI be reviewed and ratified by the I+OC and/ol thm. ne io coca . - fie
s
Contact :: 26UI Blair Sf Road Tallahassee FL 32 PM1one 838=08)-1826 P-`s
TM State of Florida is an AA/E K) employer. Copyright 2002-2013 State of Florida,:: ➢ava[v Statement :: Accessibility Statement ; ITM1dSmhwn m.
Under Florida law, email addresses are public records. V you do not want your e-mail address released in response to a Public-mumd. mouest, do not said electronic
mall to this entity. Instead, comae the office by phone or by traditional mall. If you have aM Westlons, please contact 850A87.InS. 'Pursuant l0 Section
d55.215(1), Florida Stables, effective October 1, W12, llitodees licensed under Chapter 455, F.S. must provide the Department with an email address It they have
One. The email. provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a
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TRINITY ERD
EVALUATION REPORT
Interwrap, Inc.
32923 Mission Way
Mission, BC V2V-6E4
Canada
EXTERIOR RESEARCH 8, DESIGN, U.C.
Certificate of Authorization a9503
353 CHRISTIAN STREET, UNIT #13
OXFORD, CT 06478
PHONE: (203) 262-9245
FAX: (203) 262-9243
Evaluation Report 111980.11.08-R3
FL11602-R3
Date of Issuance;11/03/2008
Revision 3: 05/01/2015
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for
use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described
herein have been evaluated for compliance with the Sth Edition (2014) Florida Building Code sections noted herein.
DESCRIPTION: Titanium' Roof Underlayments
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced
Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this
Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the
referenced Quality Assurance documentation changes. Trinity)ERD requires a complete review of this Evaluation Report
relative to updated Code requirements with each Code Cycle. _
ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety.
INSPECnON: Upon request, a copy of this entire Evaluation Report shall be p
distributors and shall be available for inspection at the job site at the request
This Evaluation Report consists of pages 1 through 6.
Prepared by: ,
Robert J.M. Nieminen, P.E.
Florida Registration Na 59166. Florida DC4 ANE1983
vaS al anined by Robert Nieminen.
a nnn serve as an elearo Wv signed
Jdmi.lave basn Mns pined totbe
RMon ADPf sIAftI.19.1o,and ao the named e0ene
CERTIFItJ1TION of INDEPENDENCE:
1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2. Trinity] ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
Product.
5. This is a building code evaluation. Neither Trinity]ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained
specifically for that purpose.
I `.
TRINITY ERD
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Underlayment
Compliance Statement: Titanium"' Roof Underlayments, as produced by Interwrap, Inc., have demonstrated compliance with
the intent of the following sections of the Florida Building Code through testing in accordance with applicable sections the
following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein.
2. STANDARDS:
Section
Pro a
Standard
Year
1507.2.3, 1507.3.3, 1507.5.3, 1507.7.3,
Unrolling, Breaking Strength, Pliability,
ASTM D226
2006
T3507.8,1507.8.3, 1507.9.3
Loss on Heating
1507.2.4, 1507.2.8, 1507.2.9.2,
Thickness, Load -Strain, Adhesion, Thermal
ASTM D1970
2009
1507.4.5.1, 1507.4.5.2, 1507.5.3,
Stability, Flexibility, Tear, Permeance
1507.5.3.2, 1507.7.3, 1507.7.3.2
1507.3.3
installation Practice
FRSA/TRI April 2012 (04-12)
2012
1523.6.5.2.1
Physical Properties (2-ply system)
TAS 103
1995
TAS 110
Accelerated Weathering
TAS 110
2000
3. REFERENCES:
Entity
Examination
Reference
Date
ERD (TST6049)
Physical Properties
115010.04.09
04/29/2009
ERD (TST6049) -
Physical Properties
125010.05.10
05/14/2010
ERD (TST6049)
Physical Properties
135520.06.11
06/15/2011
ERD (TST6049)
Wind Uplift
135520.08.11-1
08/12/2011
ITS(TST1509)
Physical Properties
3146738COQ-003A
03/28/2008
ITS (TST1509)
Physical Properties
3146738COQ-0038
03/28/2008
ITS (TST3509)
Physical Properties
3126617COQ-005
10/31/2007
ITS (QUA1673)
Quality Contra[
ITS Listings
Current
ITS (QUA1673)
Quality Control
Inspection Report
11/19/2014
4. PRODUCT DESCRIPTION:
4.1 Self -Adhering Underlayments:
4.1.1 Titanium"' PSU-30 is an unreinforced polymer modified
coated, synthetic woven sheet. The underside is backed wil
4. Mechanically Fastened Underlayments:
4.2.1 t.nium— UDL-25 is a synthetic sheet -type underlaymei
polymer coating. Unit weight 2.5 lbs/square.
4.2.2 Titanium'" UDL-25 PLUS is a synthetic sheet -type underlayment comprised of a woven core coated on one side with a
polymer coating. Unit weight 2.9 lbs/square.
4.2.3 Titanium"' UDL-30 is a synthetic sheet -type underlayment comprised of a woven core coated on both sides with a
polymercoating. Unit weight 4.0 lbs/square.
4.2.4 Titanium"' UDL-50 is a synthetic sheet -type underlayment comprised of a woven core coated on both sides with a
polymer coating. Unit weight 4.7 lbs/square.
4.2.5 Titanium'" UDL-TT is a synthetic sheet -type underlayment comprised of a woven core coated on one side with a
polymer coating. Unit weight 2.9 Ibs/square
4.2.6 Titanium"' UDL-TF is a synthetic sheet -type underlayment comprised of a woven core coated on both sides with a
polymer coating. Unit weight 2.9 lbs/square.
4.2.7 UDL-TTMC300 is a synthetic sheet -type underlayment comprised of a woven core coated on both sides with a polymer
coating. Unit weight 3.2lbs/square.
NI'Ts
Exterior Research and Design, U.C. Evaluation Report 111980.11.08-R3
cer0ficote of Authorkathan#9503 FL11602-R3
Revision 3: 05/01/2015
Page 2 of 6
TRINITY ERA
S. UwATIONs:
5.1 This Is a building code evaluation. Neither Trinity)ERD nor Robert Nieminen, P.E. are, in any way, the Designer of
Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or
design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in the HVHZ.
5.3 Fire Classification is not part of this report; refer to current Approved Roofing Materials Directory for fire ratings of this
product.
5.4 Titanium`' Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced
within FBC approval documents. If not listed, a request may be made to the AFU for approval based on this evaluation
combined with supporting data for the prepared roof covering.
5.5 Allowable Roof Covers:
5.5.1
5.6
5.6.1
5.6.2
Table 1: Roof Cover Options
Underlayment
Asphalt
Nail -On Tile
Foam -On Tile
Metal
Wood Shakes&
Slate
Shingles
Shingles
PSU-30
s
Yes
Yes
Yes
Yes
Yes
(see 55.1
UDL-25
Yes
No
No
Yes
Yes
Ye
UDL-25 PLUS
(base in 2-
Im.)
(base ng-
Yeml)
Ve
Y
Y sply
ply
es
es
UDL-30
Y
(bas Iayerin2-
(be ayerin2-
es
Yes
es
system)
p system)
UDL-50
Yes
No
No
Ves
Yes
Yes
UDL-TT
Yepr
Yes
UDL-TF
AS
No
No
Yes
Ves
Yes
'UDL-TTMC3DD
Yes
No
No
Yes
Yes
Yes
Private Labeled
"Foam -On Tile" is limited to use of 3M— 2-Component Foam I
Adhesive (FL717) applications unless tensile adhesion / long
provided.
Allowable Substrates: Titanium PSU-30:
Direct -Bond to Deck:
D New untreated plywood;
➢ Existing untreated plywood, primed as needed with D41
Bond to Mechanically Attached Base Sheet:
D ASTM D226, Type I or II felt.
D Titanium UDL-25 PLUS, UDL-30 (primed with D41 primer) or UDL-30 (inverted).
5.6.3 Wind Resistance for Underlayment Systems in Foam -On Tile Applications: FRSA/TRI April 2012 (04-12) does not address
wind uplift resistance of all underlayment systems beneath foam -on tile systems, where the underlayment forms part
of the load -path. The following wind uplift limitations apply to underlayment systems that are not addressed in
FRSA/TRI April 2012 (04-12) and are used in foam -on tile applications. Maximum Design Pressure is the result of testing
for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to
1 margin of safety per FBC 1504.9 has already been applied). Refer to FRSA/TRI April 2012 (04-12), Appendix A, Table 3A
or FBC 1609 for determination of design wind loads.
5.6.3.1 Maximum Design Pressure =-45 DO. f��arrr
Deck: Min. 15/32-inch plywood to meet proje tt ctio.yd�,± tigi
Primer: (Optional) ASTM D41 ��,r,2;
Underlayment: Titanium PSU-30, self -adhered
Exterior Research and Design, U c. Evaluation Report 111980.11.08-R3
Cern flMe o/Aothor4otfon n9503 FL116024t3
Revision 3: 05/01/2015
Page 3 of 6
TRINITY ERD
5.6.3.2 Maximum Design Pressure =-30 osf•.
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet: Titanium UDL-25. PLUS or UDL-30 (inverted)
Fasteners: Mechanically attached with 12 ga. annular ring shank nails having not less than 20 rings per inch,
heads not less than 3/8 inch diameter and length sufficient to penetrate through the thickness of
deck not less than 3/16-Inch with min. 32 ga., 1-5/8" diameter tin caps
Spacing: 6-inch o.c. at 4-inch wide side laps and 12-inch o.c. at three (3), equally spaced center rows.
Primer: ASTM D41 primer required at all tin -caps.
Underlayment: Titanium PSU 30, self -adhered
5.6.3.3 Maximum Design Pressure =-30 osf•.
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet: Titanium UDL-30 (printed side up)
Fasteners: Mechanically attached with 12 ga. annular ring shank nails having not less than 20 rings per inch,
heads not less than 3/8 Inch diameter and length sufficient to penetrate through the thickness of
deck not less than 3/16-inch with min. 32 ga., 1-5/8" diameter tin caps.
Spacing: 6-inch o.c. at 4-inch wide side laps and 12-inch o.c. at three (3), equally spaced center rows.
Primer: ASTM D41 primer required over printed side of UDL-30.
Underlayment: Titanium PSU 30, self -adhered
5.6.3.4 Maximum Design Pressure =-45 osf•.
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet: Titanium UDL-25 PLUS or UDL-30 (inverted)
Fasteners: Mechanically attached with 12 ga. annular ring shank nails having not less than 20 rings per inch,
heads not less than 3/8 inch diameter and length sufficient to penetrate through the thickness of
deck not less than 3/16-inch with min 32 ga., 1 5/8 , diameter tin caps
Spacing: 6-inch o.c. at 4-inch wide side laps and 8-Inch g�r1'b at tFjree{3)ruailyspace dcenter rows `
Primer: ASTM D41 primer required at all tin -caps.
Underlayment: Titanium PSU 30, self -adhered s ' ' ;'? 1� F•�' i `'� < f a f( k
5.6.3.5 Maximum Design Pressure =-45 osf .
1 t '
Deck: Min. 15/32-inch plywood to meet project regUvem�ents tq. atlsfaaipp of AAi
Base Sheet: Titanium UDL-30 (printed side up)
', f Fasteners; Mechanically attached with 12 ga. annular ring shank nails having not`les�than 2• �rl gs 1(gr i c
heads not less than 3/8 inch diameter and length sufficient to penetrate through the thickness of
deck not less than 3/16-inch with min. 32 ga., 1-5/8" diameter tin caps.
Spacing: 6-inch o.c. at 4-inch wide side laps and 8-inch o.c. at three (3), equally spaced center rows.
Primer: ASTM D41 primer required over printed side of UDL-30.
Underlayment: Titanium PSU 30, self -adhered
5.6.3.6 For mechanically attached base sheet in a 2-ply system, the maximum design pressure for the selected assembly shall
meet or exceed the Zone 1 design pressure determined in accordance with FRSA/TRI April 2012 (04-12), Appendix A,
Table 1A or FBC 1609. Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to
resist the elevated pressure criteria. Commonly used methods are RAS 117, FM LPDS 1-29 and ANSI/SPRI WD1.
Assemblies marked with an asterisk" carry the limitations set forth in Section 2.2.1.5.1(a) of FM LPDS 1-29 for Zone 2/3
enhancements
5.7 Fxoosure Limitations:
Titanium UDL-25, UDL-25 PLUS, UDL-30, UDL-SO, UDL-TT or UDL-TF shall not be left exposed for longer than 30-days.
Titanium PSU-30 shall not be left exposed for longer than 90-days.
UDL-TTMC300 not be left exposed for longer than 180-days.ON
TRAC TOR !
Exterior Research and Design, U.C. Evaluation Report 111980.11.08-R3
tbrtlfrrate ofAothoriration 09503
FL11602.R3
Revision 3: 05/01/2015
Page 4 of 6
TRININ ERD
6. INSTALLATION:
6.1 Titanium Roof Underlayments shall be installed in accordance with Interwrap published installation requirements
subject to the Limitations set forth in Section 5 herein and the specifics noted below.
6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove
any dust and debris prior to application, and prime the substrate (if applicable).
6_3 Titanium— UDL-25. UDL-25 PLUS. UDL-30 UDL-50 UDL-TT UDL-TF and (Private Labeled) UDL TTMC300•
6.3.1 Install in compliance with manufacturer's published installation instructions and the requirements for ASTM D226, Type
I and It underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed.
6.3.2 Fasteners:
Mechanical attachment of Titanium UDL-25, UDL-25 PLUS and UDL-30 is limited to ring shank roofing nails with
minimum 1-inch diameter plastic caps.
Mechanical attachment of UDL-50, UDL-TT, UDL-TF and (Private Labeled) UDL-TTMC300 is limited to ring shank roofing
nails with minimum 3/8-inch diameter heads; ring shank roofing nails with minimum 1-inch diameter plastic caps;
screws and plates; or plastic cap staples.
6.3.3 Slopes of 4,12 or greater:
End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-inches.
Minimum attachment shall be 12-inches o.c. vertically and 24-inches o.c. horizontally in accordance with the surface
markings on the exposed face of the underlayment. When batten systems are to be installed atop the underlayment,
the underlayment need only be preliminarily attached pending attachment of the battens.
6.3.4 Slopes of 2,12 to less than 4.12,
Double layer application; begin by fastening a 25-inch wide strip along the eaves. Place a full -width sheet over the
starter, completely overlapping the starter course. Continue as noted in 6.3.3, but maintaining minimum 25-inch side
(horizontal) laps, resulting in a double -layer application.
6_4 Titanium—PSU-30:
6.4.1 Install in compliance with manufacturer's published instaliatio instructions and the requirements for ASTM D1970
underlayments in F8C Sections 1507 for the type of prepared roo 'Fbpv q
7 ml
s led
6.4.2 Direct -to -Deck with Mechanically Fastened Roof Cover. 1 l�u �
Cut manageable sections and re -roll with the release film side o4� t rlit. sr r i i % v' l k r ,� c..;'
_ J .�� i '� r l
Membrane Application: ".'iti5
D Peel back release film approximately 1 to 2 feet and align rth f ibwer e o he ofi a d s`Et in pI}¢e� r; ted
sideu 1 �' 7 cr, /YaS
D Apply the balance of the membrane to the substrate by fioLilt1Y,dml lid fi}€fslg the rfs'i raf.I' into
place. �:.„€.�-•h
D Apply subsequent courses parallel to the eave in a shingle -type, water -shedding manner. ._.
D End (vertical) laps shall be minimum 12-inches and side (horizontal) laps shall be minimum 3-inches.
D If the membrane becomes misaligned, cut the roll and re -start.
D Upon completion, inspect the membrane and repair any defects or fish -mouths.
The use of sealant or mastic at tile fastener penetrations is required for ail tile roofing installations. Contact Interwrap
for approved sealant or mastic types.
6.4.3 Direct -to -Deck with Adhesive -Set Tile Applications,
Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 and Section 5.6.2 herein, using the
instructions noted above as a guideline.
Wait a minimum of 24 hours prior to loading roof tiles. Tiles shall be staged so as to avoid slippage and/or damage to
the roof underlayment.
The use of sealant or mastic at tile fastener penetrations is required for all tile roofing installations. Contact Interwrap
for approved sealant or mastic types.
Opt
Exterior Research and Design, U.C. Evaluation Report 111980.11.08-R3
cerdfcote ofAuthorirctlon 495a3 FL11602-R3
Revision 3: 05/01/201S
Page S of 6
TRINHY ERD
6_5 Titanium 2-Ply System:
6.5.1 The Titanium System consists of a base layer of Titanium UOL-PLUS or UDL-30 (top -surface primed or inverted)
mechanically attached to the wood roof deck followed by Titanium PSU-30, self -adhered.
6.5.2 Nan -Tile Applications:
Install Titanium UDL-25 PLUS or UDL-30 (top surface primed or inverted) in accordance with Sections 6.3.1 through
6.3.3 followed by Titanium PSU-30 in accordance with Section 6.4.
6.5.3 Tile Applications:
Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions noted
above as a guideline.
For mechanically fastened tile roofing, refer to Interwrap published installation instructions, but not less than FRSA/TRI
April 2012 (04-12), Table 1.
For adhesive -set tile roofing, refer to Section 5.6.3 herein.
Wait a minimum of 24 hours prior to loading roof tiles. Tiles shall be staged so as to avoid slippage and/or damage to
the roof underlayment.
The use of sealant or mastic at tile fastener penetrations is required for all tile roofing installations. Contact Interwrap
for approved sealant or mastic types.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product.
B. MANUFACTURING PLANTS:
Contact the named OA agency for information on production locations covered by F.A.C. Rule 61G20-3 CIA requirements.
9. QUALrry AssURANCE ENTRY:
Intertek Testing Services NA Inc: E"arnock Hersey— QUA1673; (604) 520-3321
- END OF EVALUATION REPORT -
" N TRAph
c
Exterior Research and Design, LLC. Evaluation Report 111980.11.08-R3
Certi/lmte ofAvthoriwdon C9503 FL11602-R3
Revision 3: OS/01/2015
Page 6 of 6