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FL 8 S-
Revision
TAMKO Building Products, Inc.
FL#: FL18355.1
Locke
Bowden
Approved
R2
Model: Glass -Seal, Elite Glass -Seal, Heritage, Heritage Premium, Heritage
(334)
History
Woodgate, Heritage Vintage, Hip and Ridge, and Vintage Hip and Ridge Shingles
300-1800
Description: ASTM D 3462 asphalt shingles and hip and ridge shingles
Category: Roofing
Subcategory: Asphalt Shingles
'Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by Inc POC and/or the
Contact Us :: 2601 Pair Stone Road Tallahassee FL 32399 Phone 850-487-1624
The State of Flood. is an AA/EEO employer. Copyright 2007-2013 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 Section
455.225(I), 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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L Pr duct Ap{coots:
=�-9E� E /tAIEWFASTFM@ORAIIAI16
ARE THE MPONSI61MY OF THE
Credit -Card COHTRAOTOROFREWRD
THESE PLANS MALL PROPOSED WORM
ARE SUBJECT TO ANY CORRECTIONS
'REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
001 iPLY WITH ALL APPLCAfMI E CODES.
ST. ikUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR COMPLIAN2E
MUST BE KEPT ON OB OR
NO INSPECTION WILL BE MADE
CREEK
E g
lgY�9. TAMKO BUILDING PRODUCTS
Asphalt Shingles
tx^~ TECHNICAL. SERYICEB, LLC
LIMITATIONS
1) Fire Classification is not within the scope of this evaluation.
2) The roof deck andithe roof deck attachment shall be designed by others to meet the minimum design loads
established .for components. and cladding and in accordance with FBC requirements.
3) The'mean roof height shall be restricted to a maximum 33 ft in the HVHZ.
4) Classification to ASTM D-7158 applies to axposure B & C with a building mean roof height of 33-ft or less.
5) Deck substrates shall be. clean, dry, and free from any irregularities and debris. All fasteners in the deck
shall be checked fdr protrusionand corrected prior to underlayment application.
6) Shingles shall Abe installed. starting at the eave In horizontal layers such that the laps shed water from the
deck.
7) installation of the. evaluated. products shall comply with this report, the FBC, and the manufacturer's
published application instructions, Where. discrepancies exist between these sources, the more restrictive
and code compliant detail`shallprevail.
8) All products listed in this report�shall Abe manufactured under a quality assurance program in compliance with
Rule 61G20-3.
COMPLIANCE STATEMENT
The products evaluated herein .by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code 5" Edition (2014) as evidenced in+the:referenced documents submitted by the named manufacturer.
Y R P. 2015.12.14
Ek:
No� 7402'1�ZS 13:44:19
o-. .srA E oF_ 414
��•��`.;c� O R''.GP;.'`�` Zachary R. Priest, P.E.
{?`�: Florida Registration No. 74021
Ng Organization No. ANE9641
111110
I LE 0 P"
CERTIFICATION OF INDEPENDENCE F
CREEK Technical Services, LLC:does not have, nor will it acquire, a financial interest in any company manufacturing or distributing
products under this evaluation.
CREEK Technical Services, LLC is not.owned, operated, or controlled by any company manufacturing or distributing products under
this evaluation.
Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products
under this evaluation.
Zachary R. Priest, P.E. does.not'have, nor Will.acquire, a financial interest In any other entity Involved in the approval process of the
product.
END OF REPORT
TBP15001.2 FL18355-R2 Page i 1 of 11
This evaluation report is,proyided,for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical.Services, LLC'of anypfoduct,changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does ngt.express norimply warranty;: installation, recommended use, or other product attributes that are not
specifically addressed herein.
Certificate of Authorization No. 29824
CREEK17520 Edinburgh Dr
Tampa, FL 33647
;- u=' TECHNICAL SERVICES, LLC (813) 480-3421
EVALUATION REPORT FLORIDA BUILDING CODE STa EDITION (2014)
Manufacturer: TAMKOBUILDIRG PRODUCTS issued December 14, 2015
22&West 41nStreet
Joplin, Mcl64801
(417-) 624-6644
Manufacturing Plants: Joplin,.MO
Phillipsburg, KS
Frederick, MD
Dallas, TX
Tuscaloosa, AL ILE
Quality Assurance: UL LLC (QUA9625)
F"0"'
SCOPE
Category: Roofing
Subcategory: AsphalfShingles
Code Sections; 1,507.2.5;-1507.2.7.1, 1523.6.5.1
Properties: Physical progor ies,'Wind Resistance, Wind Driven Rain
REFERENCES
Entity Report No. Standard Year
PRI Construction Materials Tegtryrologies (TST5878) TAP-043-02-01 TAS 100 1995
PRI Construction Materials Techhologies:(FST5878) TAP-051-02-01 TAS 100 1995
PRI Construction Materials Technologies 7ST5878) TAP-054-02-01 TAS 100 1995
PRI Construction Materials Technologies.(TST5878) TAP-114-02-01 TAS 100 1995
PRI Construction Materials Technologies (TST5878) TAP-117-02-01 TAS 100 1995
PRI Construction Materials Technologies (TST5878), TAP-130-02-01 TAS 100 1995
PRI Construction Materials Technologies; (TST5878) TAP-131-02-01 TAS 100 1995
PRI Construction Materials Technologies (TST5878) TAP-165-02-01 TAS 100 1995
PRI Construction Materials Technelogies._(TST5878) TAP-280-02-01 TAS 100 1995
PRI Construction Materials Technologies (TST5878) TAP-303-02-01 TAS 100 1995
PRI Construction Materials Technologies (TST5878) TAP-307-02-01 TAS 100 1995
PRI Construction Materials Technologies (TST5878) TAP-314-02-01 Rev 2 TAS 100 1995
PRI Construction Materials Technologies (TST5878) TAP-3i5-02-01 ASTM D 6381 2008(2013)el
PRI Construction Materials Technologies'(TST5878) TAP-317-02-01 TAS 100 1995
UL LLC (TST6628) 02NK9507 ASTM D 3161 2009
UL LLC (TST9628) 04NKZ4366 ASTM D 3462 2009
UL LLC (TST9628) 05NK28006 ASTM D 6381 2008(2013)et
UL 2390
ASTM D 7158 2008d
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) 11NK14014 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)et
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,pro)hded'fgr State of.Flprida'pmduct approyal under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC ofanypmduct.changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor r.imply wananty, installation, recommended use, br other product attributes that are not
specifically addressed herein.
CREEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERYICEs, LLC.
PRODUCT DESCRIPTION
Elite Glass- al@
12-1/4" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab
(Fre Joplin &
asphalt shinglewith fiberglass mat coated on both sides with asphalt and surfaced with
T scaloosa)
ceramic granules complying with ASTM D 3462.
Glass-S 1
12-.1W x 364, ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab
(Fre ICk &
aspnaltshingle with fiberglass gnat coated on both sides with asphalt and surfaced with
T cafoosa)
ceramic granules complying with ASTM D 3462.
Glass- a
12-1-Wx 36",, ASTMS D 7158, Class H.self-sealing, 3-tab asphalt shingle with fiberglass
,kJofilin)
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.
HeritaDZillipsburg
13-114" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
(Dallareinforced,
laminated architectural asphalt shingle surfaced with mineral granules
Joplin
complying with ASTM D 3462.
Tusca
Heritage@Pre ' m
13-1l4 x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
(Dallas, F prick, �,
reinforced, laminated architectural asphalt shingle surfaced with mineral granules
Phil' urg &
complying with ASTM D 3462.
scaloosa)
Heritage0 P mm
12" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced,
(Fre )
laminated architectural- asphalt shingle surfaced with mineral granules complying with
ASTM D 3462.
Heritag mtageO
17-1l2" x:40", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced,
(P - psburg)
laminated architectural. asphalt shingle surfaced with mineral granules complying with
.ASTM D 3462.
Heritage@ W gate 13-N" x 39.3ff% ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
(Dalla rederick) reinforced, laminated architectural asphalt shingle surfaced with mineral granules
complying with ASTM D 3462.
Heritage0 odgate 12" x 36-3/8", ASTM D 3161, Class F fiberglass reinforced, laminated architectural
(Fr ick) asphaltshingle.surfaced with mineral granules complying with ASTM D 3462. Shingles
_ shall be used. in the non-HVHZ only.
Hip an a Shingles 12-1/4" x 12", -ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt
erick & Joplin), 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
(P sburg) surfaced with mineral granules complying with ASTM D 3462.
TBP15001.2
FL18355-R2
2 of 11
This evaluation report is,provided;for State of.Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLCofanyproductchanges orquality 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 a re not
specifically addressed Therein.
CREED— TAMK08UILDING PRODUCTS
aq Asphalt Shingles
01
Elite Glass -Seal®
(Frederick, Joplin &
Tuscaloosa)
&
Glass -Seal
(Frederick, Jop (Non-
HVHZ) & Tuscalo a)
gt.,�,, • y
Basic Wind Speed (Vut): Max. 194 mph
Basic Wind Speed (Vas ): Max. 150 mph
Deck (HVHZ)
In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or w d plank for
new construction; Min. 15/32 in. pl ood existing
construction.
-Deck(Non-HVHZ):
In accordance with FBC requirements;
Solidly sheathed min. 15l32 in. plywo d or wood plank For
new construction; Min. 7116 in. CS xisting construction.
Underlayment:
In accordance with FBC requirem nts.
Min. slope:
2:12 and in accordance with F C requirements. Refer to
the manufacturer's applicati instructions when installing
shingles at slopes greater, t an 21:12.
Installed with 5-1/8 inch posure in accordance with RAS
115 and manufacturer' published installation instructions.
\Ilatlon):
Shingles shall be at ched using "6 Nail Pattern" detailed
below.
HVHZ):
Installed with 5-1 -inch exposure in accordance with FBC
requirements d manufacturer's published installation
instructions. hingles shall be attached using either "4 Nail
Pattern" or Nail Pattern" detailed below.
1"
e
.... .........
T
5.118'.
1. Elite Glass -Seal & 0
it Pattern (Non,HVHZ
MILS
Butt Edge
15194re:2. Elite Glass -Seal & Glass -Seal
6 Nail Pattern
57-7/8"
5-1/8"
TBP15001.2 . FL18355-R2 Page 3 of l l
This evaluation report isproykied;for State of Flonda product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLG 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.
eritageo
Basir-WindSpeed,
(Dallas, Frederick, Joplin,
Basic Wind Speed
Phillipsburg&Tuscaloosa)
Deck(HVHZ):J
Heritage® Premium
(Dallas, Frederick
Phillipsburg & Tuscaloosa)
Deck (Non-HVHZ):
&
Heritage®Woodgate
(Dallas & Frederick)
Underlayment:
Min. slope:
TAMKO BUILDING PRODUCTS
Asphalt Shingles
Max. 194 mph
s 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. 15132 in. plywood or wood plank for
new construction; Min. 7116 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 5-5/8 in. exposure in accordance with RAS
115 and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installation (Non-HVHZ): Installed with 5-5/8 in. exposure in accordance with FBC
requirements and manufacturers published installation
instructions. Shingles shall be attached using either "4 Nail
RP It " r" ail Pattern" detailed below. UM Uff
Figure 3.
I"
Installation (HVHZ):
FASTENERS
12-112" - - 12-3/8" - - 1
tritaoeQ. Heritaae@ Premium, and He
4. Nail Pattern
FASTENERS
NAI L ZO N E
COMMON
BOND
EXPOSU RE 5-5/8"
1
Wo�g�te (Dallas)
BOND
EXPOSURE 5-5/8"
7418"->�- 7-1
Figure 4. HeritageO & Heritage@ Premium
& Nail Pattern
TBP15001.2 FL18355-R2 Page 4 of 11
This evaluation report is,proyided. for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC:oFany-productchanges,or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does. notexpress norimply warranty, Installation, recommended use, or other product attributes that are not
specifically addressed herein.
MCREEK
TECHNICAL SERVICES, LLC
0
V!
Figure.5. Heritage® Woodgate
6. Nail Pattern
TAMKO BUILDING PRODUCTS
Asphalt Shingles
NAIL ZONE/
COMMONSOND
I
ME 5 518"
1 Y.
ED Common Bond
L.OTCJYJC4C4YAP"`A1R�9X8SP.yPZAZnXLH.KA'vX.uCYA`4M"vl'l ¢ . 1M �••)•C•. y
non22
—
Figure 6, Herit49eC7, eritage® Premium, & Heritage®Woodgate
Alternate 6 Nail Pattern
ONE
DF
ON
t � 1
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 Isprovided for State of Florida. product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC ofany productt changes.or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does notexpress nor'imply, warranty, installation, recommended use, or other product atbibutes that are not
specifically addressed'he rei n.
K70
CREEK
T HNICAL SERVICES, LLC
Heritage@Prem- m Basic WindSpeed(Vut):
(Frederick) BasicWindSpeed (Vesd):
Deck(HVHZ):
(Non-HVHZ):
TAMKO BUILDING PRODUCTS
Asphalt Shing)es
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. ywood existing
construction.
In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plyw od or wood plank for
new construction; Min. 7/16 in. OS existing construction.
\Z):
In accordance with FBC require nts.
Min. se2:12.and in accordance with F C requirements. Refer to
the manufacturer's appI eatio instructions when installing
shingles at slopes greater t n 21:12. .
InstallatInstalled with 5 in. expos re In accordance with RAS 115
and manufacturers blished installation instructions.
Shingles shall be att had using "6 Nail Pattern" detailed
below.
InstallatInstalled with 5 exposure in accordance with FBC
requirements a d manufacturers published installation
instructions. ingles shall be attached using either "4 Nail
Pattern" or" ail Pattern" detailed below.
—�--11"
Figure 8. . eritage@ Premium (Frede
4: it Pattern (non-HVHZ on]
FASTENERS
NAIL ZONE/
COMMON BOND
E 5"
1"
RE 5"
+-3 911-- +3" i 911a" 1a-1 e
Figure 9: HeritageO-Premium (Frederick)
6 Nail Pattern
TBP15001.2 FL18355-R2 Page 6 of 11
This evaluation report is proyided.for State of Florida productapproval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any.productchanges.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.
• n CREEK TAMKO BUILDING PRODUCTS
Ft�a I. EB+.�..J�i. Asphalt Shingles
TECHNICAL SERVICES, LLC
HeritageO Woodgate Basic Wind Speed (Vdt): Max. 194 mph
(Frederick) Basic Wind Speed (Vam): Max. 150 mph
Deck(Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plyw od or wood plank for
new construction; Min. 7116 in. OS existing construction.
lJndetiayment: In accordance with FBC requi rem
nts.
Min. slope: 2:12 and in accordance with F C requirements. Refer to
the manufacturer's applicati instructions when installing
shingles at slopes greater t n 21:12.
\nslailation (Mort-HVHZ): Installed with 5 in. ex sure in accordance with FBC
requirements and m ufacturers published installation
instructions. Shingle shall be attached using either "4 Nail
Pattern" or "6 Nail P ttern" detailed below.
5-1l2n
Figure. I.D. 1
4 Nall
� k
EXPOSURE 5"
11'. 6-v
ate (Frederick)
HZ only)
5 1[fZ OSURES"
1"-�^� �' -1/2" ^��i'�Q-•93/8"^-0�43,�F' 8-1�„ � \ck).
Figurgll. Heritage® Woodgate (Freder
6 Nail Pattern
.2
I his evaluation report is,proyidedfor
Technical Services; LLG df,any� iod1
This evaluation repoct.doEsYibtsx{Ir1
specifically addressed herein.
AIL ZONE/
OMMONSOND
E/
BOND
FL18355-R2 Page 7 of 11
lodda product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
*-or quality assurance changes throughout the duration for which this report is valid.
iIi Warranty, installation, recommended use, or other product attributes that are not
CREEK
Eg1
'�'���`" TECHPIIGAL SERVICES,
LLC
Heritage® Vintage®
Basic Wind. Speed (V„n):
(Phillipsburg)
Basic WindSpeed(Vasd):
Deck. (H VHZ):
Deck(Non-HVHZ):
Underlayment:
Min. slope:,
Installation (HVHZ):
Installation Non-HVHZ)
TAMKO BUILDING PRODUCTS
Asphalt Shingles
Max. 194 mph
Max. 150 mph
In accordance /,,n132
BC requirem is;
Solidly sheathn. 19132 in. lywood or wood plank for
new construcMin. 1 2 in. plywood existing
construction.
In accordance BC re irements;
Solidly sheathn. 15/ 2 in. plywood orwood plank for
new constructiin. 7 16 in. OSB existing construction.
In accordance B requirements.
2:12 and in aa ce with FBC requirements. Refer to
the manufactupplication instructions when installing
shinglesatsloreaterthan21:12.
Installed with exposure in accordance with RAS 115
and manufacs published installation instructions.
Shingles sh be attached using "B Nail Pattern" detailed
below.
Installed ith 5 in. exposure in accordance with FBC
requireVents and manufacturer's published installation
instru ons. Shingles shall be attached using either "5 Nail
Pattn" or "6 Nail Pattern" detailed below.
17-1P"
ExCx��e
. wxn
r taara•—� ��—tans•—
Ffg re 12. He (non
®Vintag -�
5 all Pattern non- VHZ nly FILE` COPY
Au Errt
/NOW
0
Figure 13. Heritage® Vintage'
6 Nail Pattern
17.11Z
TBP15001.2 FL18355-R2 Page a 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 ofany:productchanges or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not.expiess nor'fmply, wananty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
MCREEK
TECHNICAL SERVICE&, LLC
Hip & Ridge Basic..Wind:Speed (Vot):
(Frederick & Joplin) Basic Wind Speed (Vasa):
Deck.(HVHZ):
Deck. (Nan-HVHZ):
Underlayment:
Min: slope:
Installation:
Direction of
i
Figure 1
n 1"
Y Fas ener
Figure 2
Max.194 mph
.Max. 150 mph
In accordance with
Solidly sheathed j�
new construcj n
TAMKO BUILDING PRODUCTS
Asphalt Shingles
rC requirements;
19/32 in. plywood or wood plank for
Min. 15/32 in. plywood existing
In accord ce with FBC requirements;
Solidly Bathed min. 15/32 in. plywood or wood plank for
new 5Xrstruction; Min. 7116 in. OSB existing construction.
In Ocordence with FBC requirements.
Y2 and in accordance with FBC requirements.
alled 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.
4 ` t.
t1 Nano"
Figure'1.4, Hip & Ridge (Frederick & Joplin)
exposure
11
3
TBP15001:2 — FL18355-R2 Page 9 of 11
This evaluation report Is prcyided;for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC-ofany .prod uct.changes.or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express tier imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
MENRTECHNICAL SERVICES, LLC
Vintage® Hip & Ridge
(Phillipsburg)
TBP15001.2
TAMKO BUILDING PRODUCTS
Asphalt Shingles
Basic Wind Speed (Vml):
Max. 194 mph
Basic Wind Speed (V•sd):
Max. 150 mph
Deck.(HVHZ):
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.
Deck (Non-HVHZ):
uirements
In accordance with/15/32in.
Solidly sheathed 2 in. pl od or wood plank for
new construction; in. O existing construction.
Underlayment
In accordance withuir ants.Min:
slope:,
2:12 and in accordBC requirements.
Installation:
Installed with 5 inure in accordance with the FBC
and manufacturered installation instructions. The
direction of the end shall be away from the
prevailing wind.
-zpvaffing wind
� Mk ni kre%,
w
"*' " — 5° exposure
Figure 1 \
5'
11
1/4' Figtre 3
Figure 15'. Vintage® Hip & Ridge (Phillipsburg)
7
10 of 11
, cvciucuou , epun is_pmglaeo,tgr ptate or r..iouaa product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLD of any.product,changes:or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does, noCekpress norgmply, Wananty, installation, recommended use, or other product attributes that a re not
specifically addressed herein.
1 �
, 1 _imp, 7
K
1) Fire Classification is not within the scope of this evaluation.
2) The. roof deck and -the roof .deck attachment, shall be designed by others to meet the minimum design loads
established for components andicladding and in accordance with FBC requirements.
3) The.meanroof height shall berestricted to a maximum 33 ft in the HVHZ.
4) Classification to ASTM b 7158 applies to exposure B & C with a building mean roof height of 33-ft or less.
5) Deck substrates. shall !beclean, dry, and free from any irregularities and debris. All fasteners in the deck
shall be checked for protrusion and corrected prior to underlayment application.
6) Shingles shall be installed starting: at. the eave in horizontal layers such that the laps shed water from the
deck.
7) Installation of the —evaluated. products shalt comply with this report, the FBC, and the manufacturer's
published application instructions, Where. discrepancies exist between these sources, the more restrictive
and code compliant detail shall prevail.
8) All. products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 61 G20-3.
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code 5'° Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer.
"All 1111rirrr�
PQY R. p 'zi
2015.12.14
E N 13:44:19
. No '74921
-05'00'
^ 33 STATE OF' : "�/ �
e� : cZ �P.'�Z>�:, Zachary R. Priest, P.E.
ei �S? R.t. Cj:� Florida Registration No. 74021
s(p'NA' E%��' Organization No. ANE9641
CERTIFICATION OF.IN.DEPENDEron
CREEK Technical Services, LLC.does.not have, nor will it acquire, a financial interest in any company manufacturing or distributing
products underthis evaluation.
CREEK Technical Services, LLC is not owned; operated, or controlled by any company manufacturing or distributing products under
this evaluation.
Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products
under this evaluation.
Zachary R. Priest, P.E. does nofhave, nor viill acquire, a financial interest In any other entity Involved in the approval process of the
product.
END OF REPORT
TBP15001.2 FL18355-R2 Page 11 of 11
This evaluation report ls,provided. for State of Ronda product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any,prodgct changes -Pr quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express norimply warranty, installation, recommended use, or other product attributes that a re not
specifically addressed herein.
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FL11602-R3
Revision
InterWrap, Inc.
FL#: FL11602.1
John W. Knezevich, PE
(954) 772-6224
Approved
History
Model: Titanium Roof Underlayments
Description: Synthetic sheet -type roof underlayments
Category: Roofing
Subcategory: Underlayments
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary.
Conrad Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone- 850-437-1874
The State of Florida is an AA/EEO employer. Coovripht 2007-2013 State of Florida.:: Pdvacv Statement :: AccessloliN Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your a -mall address released in response to a public -records request, do not send electronic
mail to this entity. Instead, contad the office by phone or by traditional mall. If you have any questions, please coated 850.487.1395. -Pursuant to Section
455.275(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
one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a
Personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter
4S5, F.S., please dick hem.
Pro duct Approve l Accepts:
91 Fvstll Fie.
SfCUTtiyM&TRIGS
THESE PLANS AND ALL PROPOSED WORT(
ARE. SUBJECT TO ANY CORRECTIONS
-REQUIRED 611 FIELD 114SPECTORS THAT
141AY 6E NECESSARY IN ORDER TO
COP aKY WITH ALL APPLICABLE CGt' O.
EXTERIOR RESEARCH & DESIGN, I.I.C.
Certificate of Authorization #9503
TRINITY 353 CHRISTIAN STREET, 6473
ERD OXFORD, CTT 0
PHONE: (203) 262-92459245
FAX: (203) 262-9243
EVALUATION REPORT
Interwrap, Inc. Evaluation Report 111980.11.08-R3
Can23 Mission Way
ada BC V2V-6E4 FILE Date oRevision 3: 05/01/2 15
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 51h Edition (2014) Florida Building Code sections noted herein.
DESCRIPTION: Titaniumm 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.
INSPECTION: Upon request, a copy of this entire Evaluation Report 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 Evaluation Report consists of pages 1 through 6.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCA ANE1983
The facsimile seal appearing was authorized by Robert Nieminen,
P.E. on 05/02/2015. This does not serve as an electronically signed
document. Signed, sealed hardcoples have been transmitted to the
Product Approval Administrator and to the named client
CERTIFICATION 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 Trinityl 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.
TRINITY ERD
ROOFING COMPONENT EVALUATION:
1. SCOPE: FILE";*COP"
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
T1507.8, 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
TA5110 Accelerated Weathering TA5110 2000
3. REFERENCES:
Entity Examination Reference Date
ERD (TST6049) Physical Properties 115010.04.09 04/29/2009
ERD (TST6049) Physical Properties 115010.05.10 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-003B 03/28/2008
ITS(TST1509) Physical Properties 3126617COQ-005 10/31/2007
ITS(QUA1673) Quality Control ITS Listings Current
ITS (QUA1673) Quality Control Inspection Report 11/19/2014
4. PRODUCT DESCRIPTION:
4.1 Self -Adhering Underlayments:
�1T Titanium'" PSU-30 is an unreinforced polymer modified bitumen material adhered to the underside of a polymer -
coated, synthetic woven sheet. The underside is backed with a release film. Unit weight 24 Ibs/square.
4.2 Mechanically Fastened Underlayments:
4.2.1 Titanium'" UDL-25 is a synthetic sheet -type underlayment comprised of a woven core coated on one side with a
0
polymer coating. Unit weight 2.5 lbs/square.
4.62 TitaniumTM 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.
Q!t.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,?'r TitaniumTM 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.
w'1.5 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 lbs/square
/I!�6 Titanium^" UDL-TF is a synthetic sheet -type underlayment comprised of a woven core coated on both sides with a
polymercoating. Unit weight 2.9 lbs/square.
.4!!.7 UDL-TTMC300 is a synthetic sheet -type underlayment comprised of a woven core coated on both sides with a polymer
coating. Unitweight3.2lbs/square.
Exterior Research and Design, LLC. Evaluation Report 111980.11.08-R3
Certificate of Authorization 09503
FL11602-R3
Revision 3: 05/01/2015
Page 2 of 6
S. LIMITATIONS:
5.1
5.2
5.3
5.4
5.5
MQ
A]11Mmn
M t.
TRINITY ERD
This Is a building code evaluation. Neither Trinity I 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.
This Evaluation Report is not for use in the HVHZ.
Fire Classification is not part of this report; refer to current Approved Roofing Materials Directory for fire ratings of this
product.
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 AHJ for approval based on this evaluation
combined with supporting data for the prepared roof covering.
Allowable Roof Covers:
Table 1: Roof Cover Options
Underlayment
Asphalt
Shingles
Nail -On Tile
Foam -On Tile
Metal
wood Shakes&
Shingles
Slate
.P5k19B�
Yoe.
-pee 5.51
UDL-25
Yes
No
No
Yes
Yes
Yes
-9
ryes-
!' --_ y - _
sys
"es-
aselayerin -
17mft++
—Yes
._�
'$s '
��
(bueieterilR-
(ba a I�
�
�t
.Yer
90
iF[T
.Cie'
`100'
.VCS^
�VeS
%Vgs
iCBL-FTr
Derr.-
'1P0�
-rim
Iry
Nee-
'IQS"'
IJBUTF
.Yes-
-Mtf
ANC
Yet
'Mr
_MV
t%et'IYhif3po-'
—Yer-+
•`Llc.
`Num
-yrs'
.yes
'Private labeled
5.5.1 "Foam -On Tile" is limited to use of 3M'" 2-Component Foam Roof Tile Adhesive AH-160 (FL6332) or Dow TILE BOND'" Roof Tile
Adhesive (FL717) applications unless tensile adhesion / long term aging data from an accredited testing laboratory is
provided.
5.6 Allowable Substrates: Titanium PSU-30:
5.6.1 Direct -Bond to Deck:
➢ New untreated plywood;
➢ Existing untreated plywood, primed as needed with D41 primer to achieve bond.
5.6.2 Bond to Mechanically Attached Base Sheet:
➢ ASTM D226, Type I or II felt.
➢ 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 1A
or FBC 1609 for determination of design wind loads.
5.6.3.1 Maximum Design Pressure =-45 psf.
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AHI.
Primer: (Optional) ASTM D41
Underlayment: Titanium P51.1-30, self -adhered
Exterior Research and Design, LLC.
Certificate oJAuthorizadon N9503
Evaluation Report 111980.11.08-R3
FL11602-R3
Revision 3: 05/01/2015
Page 3 of 6
FILE COPY'ERD
I
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'Desien 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-3D (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" diametertin 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 at all tin -caps.
Underlayment: Titanium PSU 30, self -adhered
5.6.3.5 Maximum Design Pressure =-45 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 8-inch o.c. at three (3), equally spaced center rows.
Primer: ASTM D41primer 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 LPD5 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 Exposure Limitations:
Titanium UDL-25, UDL-25 PLUS, UDL-30, UDL-50, UDL-TT or UDL-TF shall not be left exposed for longer than 30-days.
Titanium PSU-30 shall not be left exposed for longerthan 90-days.
UDL-TTMC300 not be left exposed for longerthan 180-days.
Exterior Research and Design, LLC. Evaluation Report 111980.11.08-R3
Certificate of Authorization #9503 FL11602-R3
Revision 3: 05/01/2015
Page 4 of 6
FILECOPYQOTRINI-FY'l, 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 II 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 TitaniumTM PSU-30:
6.4.1 Install in compliance with manufacturers published installation instructions and the requirements for ASTM D1970
underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed.
6.4.2 Direct -to -Deck with Mechanically Fastened Roof Cover:
Cut manageable sections and re -roll with the release film side out.
Membrane Application:
➢ Peel back release film. approximately 1 to 2 feet and align with the lower edge of the roof and set in place, printed
side up.
➢ Apply the balance of the membrane to the substrate by removing the film and firmly pressing the membrane into
place.
➢ Apply subsequent courses parallel to the eave in a shingle -type, water -shedding manner.
➢ End (vertical) laps shall be minimum 12-inches and side (horizontal) laps shall be minimum 3-inches.
➢ If the membrane becomes misaligned, cut the roll and re -start.
➢ 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 all the 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.
Exterior Research and Design, U.C. Evaluation Report 111980.11.08-R3
Certificate ofAuthorization #9503 FL11602-R3
Revision 3: 05/01/2015
Page 5 of 6
8.
9.
FILE COPY
6.5 Titanium 2-Ply System:
6.5.1 The Titanium System consists of a base layer of Titanium UDL-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 Non -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.
BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product.
MANUFACTURING PLANTS:
Contact the named QA agency for information on production locations covered by F.A.C. Rule 61G20-3 QA requirements.
QUALITY ASSURANCE ENTITY:
Intertek.Testing Services NA Inc.-ETL/Warnock Hersey—QUA1673; (604) 520-3321
-END OF EVALUATION REPORT -
Exterior Research and Design, LLC.
Certificate of Authorization #9503
Evaluation Report I11980.11.08-R3
FL11602-R3
Revision 3: 05/01/2015
Page 6 of 6