HomeMy WebLinkAboutREVISIONSOFFICE USE ONLY: RECEII rD JUL 2 8 2016
DATE FILED: oZ� SCANNED PERMIT # 1606-0124
REVISION FEE: S, pn BY RECEIPT #
St I Ude-CA, Int
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652
(772) 462-1553 FAX (772) 462-1578
APPLICATION FOR BUI DING Prf TOPVMONS
PROJECT FORMAI?icgy__NG DIVISION
xnv1EWED
1: LOCATION/SITE FOR CO CE
ADDRESS: 6 Lake Vista Trail, Port St Lucie, 34952 REVIEWED
DATE
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FA
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4.
DETAILED DESCRIPTION OF PROJECT
RFVTCTnWC-
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: CCC1329384
BUSINESS NAME: ►� I j�mef T
QUALIFIERS NAME:
ADDRESS: 2504 SE Willoug��
CITY: Stuart S
PHONE (DAYTIME): WI o
OWNER/BUILDER INFORMATION:
NAME: Vista St Lucie Association
ADDRESS: f
CITY:
PHONE: '1'!2 9�704, (nfn 2
5. ARCHITECT/ENGINEER INFORMATION:
NAME:
ADDRESS: _
CITY: _
PHONE (DAYTIME):
Revised 07/22/2014
STATE:
NO INSPECTION WILL BE MADE
UCIE
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CERT. #: 27197
ZIP:
r
STATE: ZIP:
FAX:
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aearcn KeSU115
- w
pucations
FL#
Tvoe
Manufacturer
Validated
Status
By
FL18355-
Revision
TAMKO Building Products, Inc.
R2
FL#: FL18355.1
Locke
Lock
Approved
History
Model: Glass -Seal, Elite Glass -Sea Heritag ritage Premium, Heritage
en
(334)
Woodgate, Heritage Vintage, Hip an 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 retitled by Me POC and/or ma
Contact Us :: 2601 Blair Stone Rnad T II h FIL 32399 Phone: 850-487- 824
The State of Florida is an AAIELO employer. Cmeyncht 201 State f Florida, :: Pdyacy Statement :: Armnibllity Statement :: RePond Statement
Under Flonda law, email addresses are public records. If you do not want your e-mail atldrCSS released In response t0 a
mail to this entity. Instead, contact me office by phone or by traditional mail. If you have any questions, please a
455.225(I), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the D
one. The emails provided may be used for official communication with the licensee. However email addresses are pi
personal address, please provide the Department with an email address which can be mad�kble,[p„Lgpu�bliq To
455, F.S., please did< IiIT44 ����II
Product
Credit Ce
Safe
3.
I
Is request, do not send electronic
7.1395. *Pursuant to Section
th an email address If they have
f you do not wish to supply a
,olAu
uam a licensee under Chapter
���,♦
RECEIVED JUL 2
TECHNICAL SERVICES, LLC
Certificate of Authorization No. 29824
17520 Edinburgh Dr
Tampa, FL 33647
(813) 480-3421
EVALUATION REPORT
FLORIDA BUILDING CODE ST" EDITION,Q014)
Manufacturer:
TAMKO BUILDING PRODUCTS
Issued December 14, 2015.
220 West 4'" Street„
Joplin, MO 64801
..
Manufacturing Plants:
Joplin, MO
Phillipsburg, KS
Frederick, MD
Dallas, TX
Tuscaloosa, AL
Quality Assurance:
UL LLC (QUA9625)
SCOPE
Category: Roofing
Subcategory: Asphalt Shingles
Code Sections: 1507.2.5, 1507.2.7.1, 1523.6.5.1
Properties: Physical properties, Wind Resistance, Wind Driven Rain 4z
REFERENCES
ti.
Enti Report No. Standard 'ear1.
PRI Construction Materials Technologies (TST5878) TAP-043-02-01 TAASSRO 995
PRI Construction Materials Technologies (TST5878) TAP-051-02-01 TA$"l00 1995
PRI Construction Materials Technologies (TST5878) TAP-054-02-01 TAS 10ay
PRI Construction Materials Technologies (TST5878) TAP-114 02 01 1�AS
PRI Construction Materials Technologies (TST5878) TAP-117 02-01
PRI Construction Materials Technologies (TST5878) TAP-130-02-01 TA 1Oit° i 19�5 '•�1 I (/� 1 } { i
PRI Construction Materials Technologies (TST5878) TAP-131.02-01 S'11,11D)
t)0 1 1995 ) t ! I I
PRI Construction Materials Technologies (TST5878) TAP-165-02-01 I,'A1'Or}
PRI Construction Materials Technologies (TST5878) TAP-280-02-01 A10Qt 1995r PPP f! ( I
PRI Construction Materials Technologies (TST5878) TAP-303-02-01 TAS 100'' a 799$+
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 z 1995 -
PRI Construction Materials Technologies (TST5878) TAP-315-02-01 ASTM D 6381 4'-2008(2013)el �n=y
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) OSNK28006 ASTM D 6381 '2008(2013)e1
UL 2390 .
ASTM D 7158 2008d
UL LLC (TST9628) 06NK03898 ASTM D 3161 2009
ASTM p p09
UL LLC (TST9628) 09NK07896 ASTM � 09 �
UL LLC (TST9628) 09NK07896 ASTM 1 1 09
ASTM 09
UL LLC (TST9628) 1OCA50498 ASTM D 3462 2 09
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)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.
' CREEK
TECHNICAL SERVICES, LLC
PRODUCT DESCRIPTION
Elite
Joplin &
Glass-
(Fr rick &
caloo )
s-Seal
Joplin)
Heritage®
(Dallas, Frederick,
Joplin, Phillipsburg &
Tuscaloosa)
Heritage oocigate
(Fre )
Hip an 0 Shingles
(Fr rick &Joplin)
Vintage® d Ridge
qy (Phill' rg).000
11:736Yl➢➢wA
TAMKO BUILDING PRODUCTS
Asphalt Shingles
12-1/4" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab
asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with
ceramic granules complying with ASTM D 3462.
12-1/4" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab
asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with
ceramic granules complying with ASTM D 3462.
12-1/4" x 36", ASTM D 7158, Class H self-sealing, 3-tab asphalt shingle with fiberglass
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.
13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
reinforced, laminated architectural asphalt shingle surfaced with mineral granules
complying with ASTM D 3462.
13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
reinforced, laminated architectural asphalt shingle surfaced with mineral granules
complying with ASTM D 3462.
12" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced,
laminated architectural asphalt shingle surfaced with mineral granules complying with
ASTM D 3462.
17-1/2" x 40", ASTM D'3161, Class F and ASTM D 7158, Class H fiberglass reinforced,
laminated architectural asphalt shingle surfaced with mineral granules complying with
ASTM D 3462.
13-114" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
reinforced, laminated architectural asphalt shingle surfaced with mineral granules
complying with ASTM D 3462.
12" x 36-3/8", ASTM D 3161, Class F fiberglass reinforced, laminated .architectural
asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Shingles
shall be used in the non-HVHZ only.
12-114" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt
shingle surfaced with mineral granules complying with ASTM D 3462.
12" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle
surfaced with mineral granules complying with ASTM D 3462.
FL18355-R2
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 productattributes that are not
specifically addressed herein.
C R EE
Sr
TECHNICAL SERVICES, LLC
INSTALLATION
Asphalt Shingles
F - TAMKO BUILDING PRODUCTS
t
4
y
Elite Glass-S ® Basic Wind Speed (Vvir):
r
Max..194 mph
(Frederick, Jopli Basic Wind Speed (V.W):
Max. 150•mphy.. , .,• , �"'
Tuscaloosa) Deck (HVHZ):
@_ .F . s , . ,,., v �•_,
In accordance with FBC requirements;
&
Solidly sheathed min. 19/32 in. plywood or wood plank for
Glass -Seal
new construction; Min. 15132 in. plywood existing
(Frederick, Joplin (Non-
construction.
HVHZ) & Tuscaloosa) eck (Nan-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.
Under ment:
In accordance with FBC requirements.
Min. slo
2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12.
Installation (H ):
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 (Non-HVH
Installed with 5-1/8-inch exposure in accordance with FBC
requirements and manufacturer's published installation
structions. Shingles shall be attached using either 4jgpil
u>vu
Item or "6 Nail Pattern' detailed below.
NAILS
III —if,
Area
Figure 1. Elite Glass -Seal & G
-"' 4 Nail Pattern (Non-HVHZ
1"
NAILS
f>-7/$n
....... 5.1/8" T
S Ily
s #'4 f Sy
�h C
ea w
i�
Nailing ----.......--'...........................}---- ..._.....- ..........
- -
Area •-.
i
Butt Edge
Figure 2. Elite Glass -Seal & Glass -Seal
6 Nail Pattern
E7 r
s
5-1/8"
J
TBP15001.2 FL18355-R2 Page 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.
CREEK
TAMKO BUILDING PRODUCTS
Asphalt Shingles
Heritage@ Basic Wind Speed (V"it):
(Dallas, Frederick, Joplin, Basic Wind Speed (Veld):
Phillipsburg & Tuscaloosa) Deck (HVHZ):
(Dallas, Frederick
Phillipsburg & Tuscaloosa)
Heritage@ Woodgate
(Dallas & Frederick)
Deck (Non-HVHZ):
Underlayment:
Min. slope:
Installation (HVHZ):
Installation (Non-HVHZ):
6-1�I
i erita<
<
k
s
1"
Max. 194 mph
w1ex. 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. 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 5-5/8 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.
Heritage@ Premium, and H
4 Nail Pattern (non-HVHZ
FASTENERS
-1/2"-►�f- 7-1l2"-►�- 7.3l8"►f t- 7-1
NAILZONE
COMMON
BOND
EPOSU RE 5-5/8"
�-'n
I`Woo Dallas\
NAIL ZONE
COMMON
BOND
EXPOSURE 5-518"
Figure 4. Heritage® & Heritage@ Premium
6 Nail Pattern
TBP15001.2 FL18355-R2 Page 4 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 productattributes that are not
specifically addressed herein.
EEK
W,A,L SERVICES, LLC
TAMKO BUILDING PRODUCTS
Asphalt Shingles
NAIL ZONE/
COMMON BOND
T
EXPOSURE 55/8"
Figure 5. Heritage® Woodgate
6 Nail Pattern
! �❑'-1 Common Bond
�FASTENERS
a ' i
;
;
12 r
�y m
�o
1 W
39-3/8"
Figure 6. Heritage(D, Heritage® Premium, & Heritage(R) Woodgate
Alternate 6 Nail Pattern
PAINT
LINE
7-7/8" - ---------------- - - ------ - - JNAILZONE
1EE � �F F�
k � IOO MoR, s� ,
IBOND ,
te
ACCEPTABLE'
FASTENER LOCATION - --
DO NOT FASTEN
ALONG EDGE OF
--=--------- ----------- COMMON BOND
-gi--o
ASTENERD FILE G P�
LOCATION
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.
"". ����� TAMKO BUILDING PRODUCTS
Asphalt.Shingles
CHNICALSERVICEs, LLC
Heritage® ium Basic Wind Speed (Vat): Max. 194 mph
(Frederick) Basic Wind Speed' (Va e): Max. 150 mph
Deck (HVHZ): r"n In accordance with FBC requirements;
,Solidly sheathed.mih. 19132 in. plywood or wood plank for
new:,construction; Min. 15/32 in. 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. 7/16 in. OSB existing construction.
nderla`yment: In accordance with FBC requirements.
slope: 2:12 and in accordancewith FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21ra12. .
Insta tion (HVHZ): Installed with 5 in. exposure in 8ccordance 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 in. exposure in accordance with FBC
requirements and, manufacturer's published installation
instructions. Shingles shall be attachedusing either "4 Nail
Pattern" or "6 Nail Pattern" detailed below.
NAIL ZONE/
FASTENER COMMON BOND
51/21 EXPOSURE b"
12
Figure 8. Heritage® Premium Frederick)
4 Nail Pattern (non-HVHZ nly)
NAIL ZONE/
FASTENERS COMMON BOND
51/p" EXPOSUR 5"
1°—►I I� 91/2n _i_.,���. gu—�qu 91121 14-1n
jj
Figure 9. Heritage® _Premium (Frederick)
6 Nail Pattern
TBP15001.2 FL18355-132 Page 6 of l l
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
Heritage®
(Frederick)
TBP15001.2
ICAL SERVICES, LLC
Basic Wind Speed (V „):
Basic Wind Speed (%A:
Deck (Non-HVHZ):
Underlayment:
(Ain. slope:
5-1/�2" L!�
(Non-HVHZ):
4-12-3/8"
TAMKO BUILDING PRODUCTS
Asphalt Shingles
Max. 194 mph
Max. 150 mph
In accordance with FBC requirements;
Solidly sheathed min. 15132 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 FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either "4 Nail
Pattern" or "6 Nail Pattern" detailed below.
Figure 10. Heritage@
4 Nail Pattern (
-7�1T
EXPOSURE Y
ijL
11" -� I0-1"
q (Frederick)
9-1/23'If�-9�?/8"3'+►�-9-1/2"
Figure 11. Heritage@ Woodgate
6 Nail Pattern
FL18355-R2
ZONE/
%ION BOND
NAIL ZONE/
COMMON BOND
r
7 of 11
This evaluation 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 a re not
specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
�TAMKO. BUILDING PRODUCTS"'
Asphalt Shingles
Vintage® Basic Wind Speed (VW,):
Max. 194 mph
g) Basic Wind Speed (V�):
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.
HZ):
In accordance with FBC requirements;
Solidly sheathed min. 15132 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
\111nstallli(atio
shingles at slopes greater than 21:12.
HZ):
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.
n-HVHZ):
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.
vaa^
I+-1 vra I+—1
Figure 12. Heritage® Vinl
.5 Nail Pattern (non-HVHZ
t,
r�n
Figure 13. Heritage@) Vintage
6 Nail Pattern
rxpos�.
- lb%h
a@WOR
/IIOICI
TBP15001.2 FL18355-R2 Page 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 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
Hip & Ridge Basic Wind Speed (Vw,):
e erick & Joplin) Basic Wind Speed (Ve,d):
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. 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.
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 prb ailing wind
Figure 1
p 1n
Fastener
Figure 2
Figure 14. Hip & Ridge (Frederick
TBP15001.2 FL18355-R2
exposure
9of11
I nis 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.
CREEK
-- TAMKO BUILDING PRODUCTSAsphalt
Asphalt Shingles .,,,..-
TECHNICAL SERVICES,
LLC
Vintage® Hip & Ridge
Basic Wind Speed (Vut):
Max. 194 mph
(Phillipsburg)
Basic Wind Speed (Ve,u):
Max. 150 mph
Deck (HVHZ):
In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15132 in. 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. 7/16 in. OSB existing construction.
Underlayment:
In accordance with FBC requirements.
Min. slope:
2:12 and in accordance with FBC requirements.
Installation:
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.
Direction prevailing wind
" exposure
Figure 1
Fastener
Figure 2
o" exposure
rigure j
Figure 15. Vintage® Hip & Ridge (Phillipsburg)
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.
CREEK
TECHNICAL SERVICES, LLC
LIMITATIONS
TAMKO BUILDING PRODUCTS
Asphalt Shingles
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 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 exposure 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 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 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 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.
�•`�``G� r
PRG E N!S. R�F�''i
P It
2015.12.14
tiQ .
No 74021 = 13:44:19
,cc= �..— 05'00'
STATE OF 1tU�
:O �` t
�(O R l O P: �Z�.`� Zachary R. P st,
••.... .•' ��?`�1Florida Regis ti 4 1
0NA' E`%%% Organization N 9E 1
.,r
Y
CERTIFICATION OF INDEPENDENCE ION
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.
FILE
AM �uPy
END OF REPORT
5001.2 FL18355-R2
Pape ll of 11
1110 U.e,uoriUr l i Upon l5 procce❑ Tor araie or t-ionaa 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.
OFFICE USE ONLY:
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EFD BY
REVISION t:las-p —A Khm
ki
COCINT�Y �'?' •
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if
2.
3.
4.
ADDRESS:
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
6 at 6 Lake Vista Trail, Port St.
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
CONTRACTOR INFORMATION:
STATE of FL REGJCERT. #: CCC1329384
BUSINESS NAME:
mil n�-
QUALIFIERS NAME:
ADDRESS: 2504 SE Willou-ig by�1—
CITY: tuart
PHONE (DAYTIME): -
OWNERIBUILDER INFORMATION:
FL 34952
ST LUCIE COUNTY
-DATE a®
�LAAS AND PER?VI�ITT
M Si s� ✓, PT ON JOE OR
O i rr'xii a-V'. >97
STATE:
FAX:
772-781-4408
ZIP:
NAME: Vista St Lucie Association
ADDRESS: 30 A Lake Vista Trail
CITY: D.,n Ct T „,iP STATE: Fi. ZIP: ZdQS�
PHONE: 777-87R-AC37 FAX:
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FL* (Twe II Manufacturer Validated By .'Status
FL11602-113 j Revision InterWrap, Inc. John W. Knezevich, PE . Approved
History FL#: FL11602.1 j (954) 772-6224
j.Model: Titanium Roof Underlayments
i Description: Synthetic sheet -type roof underlayments
Category: Roofing
i Subcategory: Underlayments
Apprpvetl by pay . Approvals W DBvp shall be reviewetl and rztirietl by the COC ztW%or [he fimmissien if �casaary.
Contact us :: 2601 Blair stem Road. Tallahassee FL 32399 phone: 850-487-1826
The State of Florida is an Weep employe, CooydaM 2007-ZD13 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-reard5 reoueZ do not send electronic
.all he this entity. Instead, contact the of0ce by phone or by traditional mail. ff you have any questions, pease contact 850.07.1395. 'Pursuant to Section
455.275(1), Florida Statutes, effective odober 1, 2012, licensers licensed under Chapter 455, F.S. must provide the Department with an email address if they have
one. The emails provided may be used for official communication with the licensee. However email addresses are pudic record. If you do not wish to supply a
personal address, please provide the Department wit, 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 hgre .
Product �Ap�proval Accepts:
ICI F-_q M
TRINITY ERD
EVALUATION REPORT
Interwrap, Inc
32923 Mission Way
Mission, BC V2V-6E4
Canada
EXTERIOR RESEARCH & DESIGN, U.C.
Certificate of Authorization d9503
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: OS/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 5`h Edition (2014) Florida Building Code sections noted herein.
DESCRIPTION: Titanium' Roof Underlayments
LABEUNe: 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 IERD 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. The facsimseats ile �• s s, ppearing was authorised by Roben Nieminen,
�'h, `d^V 4LE P'�" v,E. on OS/o32a15. This tloes not serveazmekemniggy signed
Florida Registration No.59166, Florida DCA ANE2983 dowmenc Signed, sealed hardewas nave been Mnsmeted to the
CERTIFICATION OF INDEPENDENCE: m pduet App,pvalAdmatisa tdtano w the named [Gent
1. Trinity IERD 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.
5. This is a building code evaluation. Neither TrinitylERD nor Robert Nieminen, P.E
project on which this Evaluation Report, or previous versions thereof, is/was used
specificallyfor that purpose.
in any way, the Designer of Record for any
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
Prone
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)
TAS103
1995
TAS 110
Accelerated Weathering
TA5110
2000
3. REFERENCES:
intinf
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
ITSjT5T1509)
Physical Properties
3146738COQ-003A
03/28/2008
ITS (TST1509)
Physical Properties
3146738COQ-003B
03/29/2008
ITS (TST3509)
Physical Properties
3126617COQ-005
10/31/2007
ITS (QUA3673)
Quality Control
ITS Listings
Current
ITS (QUA1673)
Quality Control
Inspection Report
11/19/2024
4. PRODUCT DESCRIPTION:
4.1 Self -Adhering Underlayments:
4.1.1 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 lbs/square.
4_.Z.Mechanically Fastened Underla ments:
tanium— UDL-25 is a synthetic sheet -type underlayment comprised of a woven core coated on dne side with a
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
polymercoating. 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 lbs/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 o["i +yb re at b slid with a polymer
coating. Unit weight 3.21hs/square.
t( �5
Exterior Research and Design, I.I.C. -- `EY01dat n Renor[.I 0.1 8-
Cen ificete ofAuthorizotion A9503 FLI1602-R3
Revision 3: US/0312015
Page 2 of 6
5. LIMITATIONS:
5.1
5.2
5.3
5.4
5.5
TRINITY ERD
This is a building code evaluation. Neither Tr(nityJERD 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.
Titaniumn' 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
Underla yment
Asphalt
Nail -On Tile
Foam -On 711e
i
Metal
Wood Shakes
Slate
Shingles
Shingles
PSU-30
s
Yes
Yes
Yes
Yes
Yes
ISee S.S.1)
UDL-25
Yes
No
No
Yes
Yes
Ye
Ye
Yes
UDL-25 PLUS
(basely ring-
(basela ring-
Ye
Y
Y s
plys em)
ply e-I
es
es
UDL-30
Y
(bas Iayerin2-
(ba ayer in 2.
es
Yes
es
system)
p system)
UDL-50
Yes
No
No
Yes
Yes
Yes
UDL-TT
Ye
No
No
Yes
Yes
Yes
UDL-TF
es
No
No
Yes
Yes
Yes
UDL-TTMC300
Yes
No
No
Yes
Yes
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;
D Existing untreated plywood, primed as needed with D41 primer to achieve bond.
5.6.2 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
5.6.3.1
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 the 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 ult piing pressure divided by 2 (the 2 to
1 margin of safety per FBC 1504.9 has already been applied). Refer to FRS t r k 4 p ix A, Table 1A
or FBC 1609 for determination of design wind loads. t
Maximum Design Pressure =-45 osf. �,
Deck= Min. 15/32-inch plywood to meet project requveme '- a bo ^
Primer: (Optional) ASTM D41
Y
Underlayment: Titanium P5U-30, self -adhered � ��"�.��'.,,
Exterior Research and Design, LUC.
Certifsmte of Auth.r*Wfon p9Sp3
Evaluation Report
FL11602-R3
Revision 3: 05/01/201S
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 041 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 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 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 i design pressure determined in accordance with FRSA/TRI April 2012 (04-12), Appendix A,
Table IA 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 217, FM LPDS 1.29 and AN51/SPRI WD3.
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
Titanium PSU-30 shall not be left exposed for longer than 90-days.
UDL-TTMC300 not be left exposed for longer than 180-days.
Exterior Research and Design, U.C.
CertlJkote ofAuthomation 09503
.r than 30-days.
i
Evaluation Report 111980.11.08-R3
FL11602-R3
Revision 3: 05/01/2013
Page 4 of 6
TRINITY 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 Labeledl UDL-TTMC300-
6.3.1 Install in compliance with manufacturer's published installation instructions and the requirements for ASTM 0226, 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-3o 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 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:
D 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.
D Apply the balance of the membrane to the substrate by removing the film and firmly pressing the membrane into
place.
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, 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
for approved sealant or mastic types.
Exterior Research and Design, I.I.C.
ceffiflcart ofAurhodranon 495p3
FL11602-R3
Revision 3: 05/01/2015
Page 5 of 6
B.
-11
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 (D4-12), 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 ENTRY:
Intertek Testing Services NA Inc: ETL/Warnock Hersey—QUA1673; (604) 520-3321
END OF EVALUATION REPORT-
�Y
4�Ri
�IIi _
a,
Exterior Research and Design, LUG Evaluation Report I11980.11.08-R3
Certiifwte ofAAharirotion 99503 FL1160240
Revision 3: 05/01/2015
Page 6 of 6