HomeMy WebLinkAboutPRODUCT APPROVALRE C ED APR 1 1.017
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Ry
FL 3 -
Revision
TAMKO Building Products, Inc.
FL#: FL18355.1
Locke
Bowden
Approved
R2
History
Model: Glass -Seal, Elite Glass -Seal, Heritage, Heritage Premium, Heritage
(334)
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 mu lea by the vuc and/or one
Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824
The State of Flodda IS an AA/EED employer. Coovrloht 2007-2013 State of Florida :: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public rewnls. 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
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CONOWD PA9i@NM OR ATTACHVM Product Approval Accepts:
99 tit=4
ARITNB AMPONSIBILRY OF THE
bO1iMOFzOAD
THESE PLANS AND ALL PROQOSCO WOE `
ARE SUBJECT TO A14Y COPKICTIONS
-REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
CQY,iPL-`(WITH ALL AI'PLICiAULE CODES.
Creort Card
ST. LIONE COUNTY
BUILDING DIVISION
REVIEWED
FOR COMPLIANCA
DATE
MUST BE KEPT ONdOOB OR
NO INSPECTION WILL BE MADE
t TAMKO BUILDING PRODUCTS
CREEK Asphalt Shingles
TECHNICAL: SERVICES, LLC
LIMITATIONS
1) Fire Classification is not within the scope of this evaluation.
2) The roof deck andthe 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 berestricted to a maximum 33 it in the HVHZ.
4) Classification to ASTM D 7158 applies to exposure B & C with a building mean roof height of 33-ft or less.
5) Deck substratesshall be clean, -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: startinly at the eave in horizontal layers such that the laps shed water from the
deck.
7) Installation of theevaluated 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 shall prevail.
8) All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 61G20-3.
COMPLIANCE STATEMENT
The products evaluated hereln :by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code 51" Edition (2014) as evidenced inAhereferenced documents submitted by the named manufacturer.
RY rR
E N
No 7402.1
* tr
STATE .O-F' .•<U�I I fill III,
CERTIFICATION OF IN
2015.12.14
-13:44:19
05'00'
Zachary R. Priest, P.E.
Florida Registration No. 74021
Organization No. ANE9641
M=Wtt-
rill
CREEK Technical Services, LLC,does not have, nor will it acquire, a financial interest in any company manufacturing or distributing
products under this evaluation.
CREEKTechnical 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, norwill acquire, a financial interest in any company manufacturing or distributing products
under this evaluation.
Zachary R. Priest, P.E. does nothave, nor will; acquire, a financial: interest in any other entity Involved in the approval process of the
product.
END OF REPORT
1-urssb0-R2 Page 11 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 changesor 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 a re not
specifically addressed herein.
a , � �-Ty �
R E K!I
F•
CREEK
TECHNICAL SERVICES, LLC
EVALUATION REPORT.
Certificate of Authorization No. 29824
17520 Edinburgh Dr
Tampa, FL 33647
(813) 480-3421
FLORIDA BUILDING CODE 5" EDITION (2014)
Manufacturer:
TAMKO BUILDING PRODUCTS
Issued December 14, 2015
220°West 4"`Street
Joplin; _MO 6480,1
(417) 624-6644
Manufacturing Plants:
Joplin, MO
Phillipsburg, KS
Frederick, MD
Dallas, TX
Tuscaloosa, AL
- tea,
Quality Assurance:
UL LLC (sa, 5)
SCOPE
Category:
Roofing
Subcategory:
Asphalt Shingles
Code Sections:
1,507.2.5, 1507.2.7.1,-1523.6.5.1
Properties:
Physical properties,Wind Resistance,
Wind Driven Rain
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 (7ST5878)
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 Technologies (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-315-02-01
ASTM D 6381
2008(2013)el
PRI Construction Materials Technologies'(TST5878)
TAP-317-02-01
TAS 100
1995
UL LLC (TST9628)
02NK9507
ASTM D 3161
2009
UL LLC (TST9628)
04NK24366
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)
IOCA50498
ASTM D 3462
2009
UL LLC (TST9628)
IOCA64882
ASTM D 3161
2009
UL LLC (TST9628)
I INK14014
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 FL48355-R2 Page 1 of 11
This evaluation report isproyided for State of Florida product approval under Rule 61G20.3. The manufacturer shall notify CREEK
Technical Services, LLC ofany,product changes or 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 are not
specifically addressed herein.
`L'It?I4Yi %CE
TECHNICAL SERVICES, LLC
PRODUCT DESCRIPTION
TAMKO BUILDING PRODUCTS
Asphalt Shingles
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 shingle with fiberglass mat coated on both sides with asphalt and surfaced with
T scaloosa) ceramic granules complying with ASTM D 3462.
Glass -Se 1
12-1/4" x 36% ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab
(Fre Id-k &
asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with
T caloosa)
le
ceramic,granules complying with ASTM D 3462.
Glass a
12-1/4" x 36", ASTM. D 7158, Class H _self-sealing, 3-tab asphalt shingle with fiberglass
tin)
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.
Heritage®
13-114" 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)
-
Heritage® Pre In13-1/4"
x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
(Dallas, F erick,
.reinforced, laminated architectural asphalt shingle surfaced with mineral granules
Phil' urg&
complying with ASTM D3462.
scaloosa)
Heritage®P lum 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.
Herita mtage® 17-1/2" 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®. gate 13-1 /4" x 39=3l8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
(Della rederick) reinforced, laminated architectural asphalt shingle surfaced with mineral granules
complying with ASTM D 3462.
Heritage® dgate. 12" x 36-3/8", ASTM D 3161, Class F fiberglass reinforced, laminated architectural
(Fr ck) asphalt shingle.surfaced with mineral granules complying with ASTM D 3462. Shingles
shall, be used, in the non-HVHZ only.
Hip an a Shingles 12-114"-. x 12", ASTM D 3161., Class F fiberglass reinforced, hip and ridge asphalt
erick ,Joel
Joplin), shingle surfaced with mineral granules complying with ASTM D 3462.
Vintage® i and Ridge 12" x12", 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 Page 2 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 a re not
specifically addressed herein.
$` CREEK
TECHNICAL SERVICES, LLC
INSTALLATION
Elite Glass -Seal®
(Frederick, Joplin &
Tuscaloosa)
&
Glass -Seal.
(Frederick, Jo p (Non-
HVHZ) & Tuscalo a)
=7N
M
TAMKO BUILDING PRODUCTS
Asphalt Shingles
Basic'Wind Speed (Vuil):
Max. 194 mph
BasicWind Speed (Vasa):
Max. 150 mDeck
(HVHZ):
In accordanwith FBC requirements;Solidly
shed min. 19132 in. plywood or w d plank for
new constion; Min. 15132 in. pl ood existing
constructioDeck
(Non-HVHZ):
In accordanwith FBC requirements;Solidly
shed min. 15/32 in. plywo d or wood plank for
new constrn; Min. 7116 in. OSB xisting construction.
Undeilayment:
In accordanwith FBC recut rem nts.Min.
slope:
2:12 and incordance with F C requirements. Refer to
/nd
the manufarer's applicati instructions when installing
shingles at pes greater t n 21:12.Ins
Ilation (HVHZ):
Installed wi-1/8 inch posure in accordance with RAS
115 and mfacturer' published installation instructions.
Shingles sbe at ched using "6 Nail Pattern' detailed
below.
Installation Non-HVHZ):
Installed wi-1 -inch exposure in accordance with FBC
requiremend manufacturer's published installation
instructionsingles shall be attached using either "4 Nail
Pattem" orail Pattern' detailed below.
1. Elite -Glass -Seal & 6
it Pattern (Non-HVHZ
Butt Edge
Figurie:.2..:Elite Glass -Seal &-Glass-Seal
6 Nail Pattern
FL
6-7f"
5-1)'8"
6.718"
5-118"
3 of 11
1 his evaluation report is;provided-for State of Florida product approval under Rule 61 G2g-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changeser 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 TAMKO BUILDING PRODUCTS
Asphalt Shingles
Heritage®
Basic: Wind Speed (Vut):
(Dallas, Frederick, Joplin,
Basic Wind Speed.(Ves
Phillipsburg & Tuscaloosa)
Deck (HVHZ):
Heritage® Premium
(Dallas, Frederick
Phillipsburg & Tuscaloosa)
Deck (Non-HVHZ):
Heritage®Woodgate
(Dallas & Frederick)
Underlayment:
Min. slope:
Installation (HVHZ):
Installation (Non-HVHZ)
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 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.
Installed with 5-518 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.
NAIL ZON E
COMMON
BOND
EXPOSU RE 5-5/8"
L " 12-1 /2n —+— 12-3/8" — — 12- " te
Figure 3. Heritage® Her" aPremium, and Heritage® Wo (Dallas)
4-Nail Pattern n
FASTENERS
c• �
EXPOSURE 5-5/8"
1 PI7.1t2"t�aE 7-112"@ 7�J8"9 i-it2"4 7-1I2" d{ I4-1"
6 Nall Pattern
F1 LE
TBP15001.2 FL18355-R2 Page 4 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.
C"REEK
s
Yy .�
s TECHNICAL SERVICES, LLC
Figure.5. Heritage@ Woo dgate
6 Nail Pattern
TAMKO BUILDING PRODUCTS
Asphalt Shingles
NAIL ZONE/
COMMON BOND
I
IRE55/8'
I�
.9 Common Bond
0
D
Figure 6. Heritage@, Heritage@ Premium, & Heritage@ Woodgate
Alternate 6 Nail Pattern
ZONE
F--� EDGE OF
gg
L .
Figure 7. Heritage@ (Tuscaloosa)
Expanded Nail Zone
Naifpatterns 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 Slate of. Florida. product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC'of anylproduct 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 a re not
specifically addressed herein.
" r*REE
HNI<ALERVICES, LLC
Heritage(D PremBasic Wind Speed (V„it):
(Frederick) Basic Wind Speed (Vasd):
Deck. (HVHZ):
(Non-HVHZ):
TAMKO BUILDING PRODUCTS
Asphalt Shingles
Max. 194 mph
Max. 150 mph
Inaccordance with FBC requirements;
Solidly sheathed min. 19132 in. plywood or ood plank for
new construction; Min. 15/32 in. ywood existing
construction.
In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. pin od or wood plank for
new construction; Min. 7/16 in. OS existing construction.
In accordance with FBC require nts.
Min. slo\Z):
2:12 and in accordance with F. C requirements. Refer to
the manufacturer's applicati0 instructions when installing
shingles at slopes greater t n 21:12. .
InstallatiInstalled with 5 in. expos re in accordance with RAS 115
and manufacturer's blished installation instructions.
Shingles shall be att had using "6 Nail Pattern" detailed
below.
InstallatiInstalled 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.
NAIL ZONE/
COMMON BOND
5"
1' ha 11 ;;it/
—a-11 "—
Ftage0 Premium (Fredi
4 ttern (non-HVHZ only)
ZONE/
NON BOND
--1T
EXPOSURE 5"
41 — 9---`� 3 91/2 1 —1 "
Figure 9. Heritage®Premium (Frederick)
6 Nail Pattern F L
E
P Y
.- ruasob-K;L Page 6 of 11
This evaluation report is,provlded,for State of Flondaproduct approval 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 nofexpress nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
..
'uCREEK
.
TECHNICAL SERVICES, LLC
HeritageO Woodgate Basic Wind Speed (VNt):
(Frederick) Basic Wind Speed (Va,a):
Deck. (Non-HVHZ):
Underlayment:
Min. slope:
Installation (Noh-HVHZ):
5-1I2"
1`. to.. 11" .->�i
Figure 1D. H
4 Nail
Max. 194 mph
Max. 150 mph
In accordance with FBC requin
Solidly sheathed min. 15/32 in
new construction; Min. 7116 in.
In accordance with FBC requin
TAMKO BUILDING PRODUCTS
Asphalt Shingles
or wood plank for
nq construction.
2:12 and in accordance with F C ruirements. Refer to
the manufacturer's applicati instruceqtions when installing
shingles at slopes greater t an 21:12.
Installed with 5 in. ex sure in accordance with FBC
requirements and m ufacturer's published installation
instructions. Shingle shall be attached using either "4 Nail
Pattern" or "6 Nail P ttern" detailed below.
r---1 T
EXPOSURE T
>f p�
ite (Frederick)
fZ only)
T iT
EO
SIIRES
E
Figure 11. Heritage@ Woodgate (Frederick)
6 Nail Pattern
TBP15001.2
Technical Services, LLC of ar
This evaluation report.does`n
specifically addressed herein.
i
ZONE/
IAON BOND
Nit
ffilhu
FL18355-R2 Page 7 of 11
of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
inges or quality assurancechanges throughout the duration for which this report is valid.
r imply Warranty, installation, recommended use, or other product attributes that a re not
is,.x •
CREEK
TAMKO BUILDING PRODUCTS
T`.
Asphalt Shingles
TECHNICAL SERVICES,
LLC
Heritage(D Vintage®
Basic Wind Speed (Vut):
Max. 194 mph
(Phillipsburg)
Basic Wind Speed (Vmd):
150 mph
Max/accorda
Deck.(HVHZ):
In adance with FBC requirem ts;
Solisheathed min. 19/32 in. lywood or wood plank for
newonstruction; Min. 1 2 in. plywood existing
conction.
Deck (Non-HVHZ):
In adance with FBC re irements;
Solisheathed min. 15! 2 in. plywood or wood plank for
newstruction; Min. 7 16 in. OSB existing construction.
Underlayment:
In ardance with FB requirements.
Min. slope:.
2:12d in accorda ce with FBC requirements. Refer to
the nufacturer's pplication instructions when installing
shinatslopes reaterthan21:12.
Installation (HVHZ):
Instwith 5 ' . exposure in accordance with RAS 115
andanufac revs published installation instructions.
..Shins
sh be attached using "6 Nail Pattern" detailed
beloInstalation
(Nan-HVHZ):
Instith 5 in. exposure in accordance with FBC
requents and manufacturers published installation
instrons. Shingles shall be attached using either "5 Nail
Patt" or "6 Nail Pattern" detailed below.
b"
&pcs�re
lbKM1
V-1 a.
+trr �q
Fig re 12. Herita a VintageO ;
ILE COPY
5 aiJ Pattern (non- VHZ only)
Figure 13. Heritage® Vintagee
6 Nail Pattern
BT=M
rLiaaaa-KZ Page 8of 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.
t>2` "• TAMKO BUILDING PRODUCTS
CREEK Asphalt Shingles
TECHNICAL SERVICES, LLC
Hip & Ridge BasioWind:Speed .(V,I,): Max. 194 mph
(Frederick & Joplin) Basic Wind Speed (V,,d): Max. 150 mph
Deck(HVHZ): In accordance with F requirements;
Solidly sheathed m. 19132 in. plywood or wood plank for
new construc' n; Min. 15/32 in. plywood existing
const uctton
Deck (Non-HVHZ): In accord ce with FBC requirements;
Solidly eathed min. 15132 in. plywood or wood plank for
new nstruction; Min. 7111 in. OSB existing construction.
Underiayment: In cordance with FBC requirements.
Min: slope.
• 2' 2 and in accordance with FBC requirements.
Installation:- nstalled 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 preXiiling wind
Figure 1
1/8" exposure
,r
S
-�'���``-� F/siener
.8»
Figure 2
Figure14, 'Hip & Ridge (Frederick & Joplin)
TBP15001.2 FL18355-R2 Page 9 of 11
This evaluation report is<providedfor 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.
Thisevaluationreport does not express nor imply warranty; installation, recommended use, or other product attributes that are not
specifically addressed,herein.
x CREEK
TECHNICAL SERVICES, LLC
Vintage® Hip & Ridge
(Phillipsburg)
TSPI5001
Basic Wind Speed (Vut): Max. 194 mph
Basic Wind Speed (Vega): Max. 150 mph
TAMKO BUILDING PRODUCTS
Asphalt Shingles
Deck. (HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 19132 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
Deck (Nan-HVHZ): In accordance with/witBC
uirements
Solidly sheathed 2 in. pl od or wood plank for
new construction; in. O existing construction.
Underlayment: In accordance withuir ents.
Min: slope:. 2:12 and in accordBC requirements.
Installation: Installed with 5 inurein accordance with the FBC
and manufacturer'ed installation instructions. The
direction of the end shall be away from the
.prevailing wind.
Direction o revailing wind
5�" expos e
' I tart
re5'
Figure 1
1"
Fastener
Figure 2 .. 1/4" F
Figure 15'. Vintage@ Hip & Ridge (Phillipsburg)
Inis evaluation report isprov
Technical Services, LLG.ofar
This evaluation report does n
specifically addressed herein.
exposure
m
1/2"
MWIV
3
FL18355-R2 Page 10 of 11
ict approval under Rule 61 G20-3. The manufacturer shall notify CREEK
assurance changes throughout the duration for which this report is valid.
+, installation, recommended use, or other product attributes that are not
0�ti M TAMKO BUILDING PRODUCTS
CREEK.;. ,r'i Asphalt Shingles
" TECHNICAL SERVICES, LLC
LIMITATIONS
1) Fire Classification is not within the scope of this evaluation.
2) Theroof deck and the roof deck attachment shall be designed by others to meet the minimum design loads
established for componentsandcladding and in accordance with FBC requirements.
3) The,meanroof height shall be:restricted to a maximum 33 ft in the HVHZ.
4) Classificationto ASTM A 7158 applies to exposure B & C with a building mean roof height of 33-ft or less.
5) Deck substratesshall:be clean, 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 save 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 manufacturers
published application. instructions. Where discrepancies exist between these sources, the more restrictive
and codecompliant detail shall prevail.
8) All products listed in this reportshall 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 51" Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer.
NNN%"NPPYrIR irA�,���i
2015.12.14
-�' No 74021 1 3:44:1 9
*` *-05'00'
t>
C9' STATE OF-
10 %=Fr OR-���� Zachary R. Priest, P.E.
�i FS ... C? ��` Florida Registration No. 74021
,E0%PN Organization No. ANE9641
CERTIFICATION OF INDEPENDENCE`
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.
r N
END OF REPORT
TBP150012 - FL18355-R2 Page l l of 11
This evaluation report is,proyided.for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any, productchangesorquality 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.
RECEIV-7D APR 19 2011
I �.
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� e N, rt-.rvrn� �'a`:'�L ..; � `�Y' �1�`�a�tE e""�"•i, �f`
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FL11602-R3
Revision
InterWrap, Inc.
FL#: FL11602.1
John W. Knezevlch, PE
(954) 772-6224
Approved
History
Model: Titanium Roof Underlayments
Description: Synthetic sheet -type roof underlayments
Category: Roofing
Subcategory: Underlayments
-rppmvep W uern. Npprovais oy uern snm, oe revmweu ano murma oy me ru� anorur u,e wmmimmn n na..e Fy.
contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone' 850-487-1824
The State of Florida Is an AA/EEO emplpyer. Copvdght 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement 1: 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
mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. 'Pursuant to Section
45S.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 tp supply a
perspnal 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
455, F.S., please dick here_.
Product Approval Accepts:
® [P—M-t M
'Credit Card
Safe;,
I P ty dr i'e
THME PUNS AND ALL PROPOSED WOM'(
ARE SUBJECT TO ANY CORIFIECTICNS
REQUIRED BY FIELD INSPECTORS THAT
11AY BE NECESSARY IN 0029 TO
COP .;Ptf WITH ALL APPLICABLE COVE--3.
TRINITY I ERD
EVALUATION REPORT
Interwrap, Inc.
32923 Mission Way
Mission, BC V2V-6E4
Canada
EXTERIOR RESEARCH & DESIGN, I.I.C.
Certificate of Authorization #9503
353 CHRISTIAN STREET, UNIT #13
OXFORD, CT 06478
PHONE: (203) 262-9245
FAX: (203) 262-9243
Evaluation Report 111980.11.08-R3
FL1160Z-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 Sin 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 "TrinityJERD 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 through 6.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, FloridaDCA ANE1983
The facsimile seal appearing was authorized by Robert Nieminen,
P.E. on OS/0112015. This does not serve as an electronically signed
document. Signed, sealed hardcopies have been transmitted to the
Product Approval Administrator and to the named client
CERTIFICATION OF INDEPENDENCE:
1. TrinityJERD 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 I 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.
S. 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 an which this Evaluation Report,. or. previous. versions thereof,. is/was used for permitting or design guidance unless retained
specifically for that purpose.
\l
1
` TRINITY ERD
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Underlayment
Compliance Statement: TitaniumTM 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
Property
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
TAS 110
Accelerated Weathering
TAS 110
2000
3. REFERENCES:
Entiy.
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
09/12/2011
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:
,Ael— 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. Unitweight 24 lbs/square.
4.2 Mechanically Fastened Underlavments:
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.
j,3,42 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.
Q!L3 TitaniumTM UDL-30 is a synthetic sheet -type underlayment comprised of a woven core coated on both sides with a
polymer coating. Unit weight 4.0 lbs/square.
4&1 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.
-41S 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
N.t6 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.
.A!l.7 UDL-TiMC300 is a synthetic sheet -type underlayment comprised of a woven care coated on both sides with a polymer
coating. Unit weight 3.2 lbs/square.
e7 r t P. G
'K ♦ M1r,
Exterior Research and Design, U.C. Evaluation Report 111980,11.08-R3
'Cert1flcate cfAvthorizetion 09503 FL11602-R3
Revision 3: 05/01/2015
Page 2 of 6
��. I TRINITY ERD
5. LIMITATIONS:
5.1 This is a building code evaluation. Neither TrinitylERD nor Robert Nleminen, 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 TitaniUMT" 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.
5.5 Allowable Roof Covers:
Z I
Table 1: Roof Cover Options
Underla yment
Asphalt
Shingles
Nail -On Tile
Foam -On Tile
Metal
Wood Shakes&
Shingles
Slate
-PSU-39a
4u
-ye.
pee 5.5.1
--fte l
1'e1—
UDL-25
Yes
No
No
Yes
Yes
Yes
_U8t15'FCDS
Yes
_ief
2..
y sys
rYer
7.7e layer
in4s9rte.^)
�reo..
(b.*4"rrMT--
,.y
�Yer
(base
aIv-w'teQ'i
'ems
I*—
Wef'
.619t-90
ileT-
iNS
"170'
-Yer`
-web-T-11
-Ye,_.
m
•NP
'Mr
"Ve9-
'PPS'
YBt-Tr
.Yeses
-tw
`fie•
des^
"reS
-yer
T48t-P�
--Yes
__ALQ�
`ttV
-Yes-
_Peso
-*e
'Private Labeled
5.5.1 "Foam -On Tile" is limited to use of 3M- 2-Component Foam Roof Tile Adhesive AH-160 (FL6'i32) or Dow TILE BOND" Roof Tile
Adhesive (FL717) applications unless tensile adhesion / long term aging data from an accredited testing laboratory is
provided. FILL
5.6 Allowable Substrates: Titanium PSU-30:
5.6.1 Direct -Bond to Deck:
D New untreated plywood;
D 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 Underlavment 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 osf.
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Primer: (Optional) ASTM D41
Underlayment: Titanium P5U-30, self -adhered
Exterior Research and Design, LLC. Evaluation Report 111980.11.08-R3
Ceni lcate OfAuthorhation A9503 FL31602-R3
Revision 3: 05/01/2015
Page 3 of 6
TRINITY ERA
5.6.3.2 Maximum Design Pressure =-30 psf*.
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 psf*.
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 psf*.
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 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 psf*.
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 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 IA or FBC1609. 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 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 longer than 90-days.
UDL-TTMC300 not be left exposed for longerthan 180-days.
14
FILL UOPY
Exterior Research and Design, LLC. Evaluation Report 111980.11.08-R3
Certificate ofAuthodwtion #9503 F1.11602-113
Revision 3:05/01/2015
Page 4 of 6
Q
r
TRINITY ERD
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-Tr 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 FBCSections 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-Tr, 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 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, inspectthe membrane and repair any defects or fish -mouths.
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.
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.
FIL&� py
Exterior Research and Design, U.C.
Certificate ofAvthorhadon #9503
Evaluation Report 111980.11.08-R3
FL11602-R3
Revision 3: 05/01/2015
Page 5 of 6
7.
B.
9.
i\
' TRINITY ERD
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 CA agencyfor 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, U-C• Evaluation Report I11980.11.08-R3
Certificate ofAuthorization #9503 FL11602-R3
Revision 3: 05/01/2015
Page 6 of 6