HomeMy WebLinkAboutProduct Approval I
Certificate of Authorization No. 29824
CREEK
17520 Edinburgh Dr
i Tampa,FL 33647
TECHNICAL SERVICES, LLC i (813)480-3421
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EVALUATION REPORT FLORIDA BUILDING;CODE,a EDITION(2017)
i` Manufacturer: TAMKO BUILDING PRODUCTS !I issued September 25, 2017
i 220 West 4`"Street
Joplin, MO 64801 I,
(417)624-6644
Manufacturing Plants: Joplin, MO
Phillipsburg,KS
Frederick, MID
Dallas,TX
Tuscaloosa,AL
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Quality Assurance: UL LLC(QUA9625)
SCOPE j
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Category: Roofing
Subcategory: Asphalt Shingles
Code Sections: 1504.1.1, 1507.2.5, 1507.2.7.1, 1523.6.5.1 I
Properties: Physical properties,Wind Resistance,Wind Driven Rain
REFERENCES
Enti 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 F 1995
PRI Construction Materials Technologies(TST5878) TAP-054-02-01 TAS 100 ! I1995
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!,i, 1995
PRI Construction Materials Technologies(TST5878) TAP-280-02-01 TAS 100 i� 1995
PRI Construction Materials Technologies(TST5878) TAP-303-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-307-02-01 s 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)e1
PRI Construction Materials Technologies(TST5878) TAP-317-02-01 TAS 100 ' 1995
UL LLC(TST9628) 02NK9507 ASTM D 3161 2016
UL LLC(TST9628) 04NK24366 ASTM D 3462 2010A
UL LLC(TST9628) 05NK28006 ASTM D 6381 2008(2013)e1
UL 2390 ,
ASTM D 7158 2011
f UL LLC(TST9628) 06NK03898 ASTM D 3'161 ; 2016
ASTM D 3462 I 2010A
UL LLC(TST9628) 08CA59132 ASTM D 3161 2016
UL LLC(TST9628) 09NK07896 ASTM D 3161 2016
ASTM D3462 2010A
UL LLC(TST9628) 1 OCA50498 ASTM D 3462 2010A
UL LLC(TST9628) 1 OCA64882 ASTM D3161 2016
UL LLC(TST9628) 11 NK14014 ASTM D 3161 2016
j ASTM D 3462 2010A
UL LLC(TST9628) 12CA24551ASTM D'3161 2016
UL LLC(TST9628) 4786110543 ASTM D,6381 2008(2013)e1
UL LLC(TST9628) 4787043752 'ASTM D'3161 2016
UL LLC(TST9628) 4787148748 ASTM 13;7158 2011
ASTM
D:3161 2016
ASTM
D,3462 2010A
CREEK Technical Services LLC(ANE11669) TBP15001.3 Calculations 2017
TBP15001.4 FL18355-R4 j ', 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 reportdoes not express nor imply warranty, installation, recommended use,or oiHi r product attributes that are not
specifically addressed herein.
C D L,"RE K TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC °' +
PRODUCT DESCRIPTION
Elite Glass-Seal® 12-1/4" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab
(Frederick,Joplin & asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with
Tuscaloosa) ceramic granules complying with ASTM D 3462.
Glass-Seal 12-1/4" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab
(Frederick& asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with
Tuscaloosa) ceramic granules complying with ASTM D 3462.
Glass-Seal 12-1/4"x 36", ASTM D 7158, Class H self-sealing, 3-tab asphalt shingle with fiberglass
(Joplin) 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® 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
(Dallas, Frederick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules
Joplin, Phillipsburg& complying with ASTM D 3462.
Tuscaloosa)
Heritage®Premium 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
(Dallas, Frederick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules
Phillipsburg& complying with ASTM D 3462.
Tuscaloosa)
Heritage®Premium 12" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced,
(Frederick) laminated architectural asphalt shingle surfaced with mineral granules complying with
ASTM D 3462.
Heritage®Vintage® 17-1/2"x 40", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced,
(Phillipsburg) laminated architectural asphalt shingle surfaced with mineral granules complying with
ASTM D 3462.
Heritage®Woodgate 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
(Dallas&Frederick) reinforced, laminated architectural asphalt shingle surfaced with mineral granules
complying with ASTM D 3462.
Heritage®Woodgate 12" x 36-3/8", ASTM D 3161, Class F fiberglass reinforced, laminated architectural
(Frederick) asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Shingles
shall be used in the non-HVHZ only.
Hip and Ridge Shingles 12-1/4" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt
(Frederick&Joplin) shingle surfaced with mineral granules complying with ASTM D 3462.
Vintage®Hip and Ridge 12" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle
(Phillipsburg) surfaced with mineral granules complying with ASTM D 3462.
TBP15001.4 FL18355-R4 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 are not
specifically addressed herein.
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C REEK TAMKO BUILDING PRODUCTS
'1; I Asphalt Shingles
TECHNICAL SERVICES, LLC
INSTALLATION
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Elite Glass-Seal® Basic Wind Speed(V„it): Max. 194 mph s
(Frederick,Joplin& Basic Wind Speed(Vasa): Max. 150 mph �' I
Tuscaloosa) Deck(HVHZ): In accordance with FBC requirements;
& Solidly sheathed min. 119/32 in':"plywood or wood plank for
Glass-Seal new construction; in. 15%32 in. plywood existing
(Frederick,Joplin (Non- construction.
HVHZ)&Tuscaloosa) Deck(Non-HVHZ): In accordance with FBC requirements
Solidly sheathed min. 15/32 in;'!plywood or wood plank for
new construction; Min.17/16 in.OSB existing construction.
Underlayment: In accordance with FBC requirements:
Min.slope: 2:12 and in accordance with It requirements. Refer to
the manufacturer's application,',instructions when installing
shingles at slopes greater than 21:12.
Installation(HVHZ): Installed with 5-1/8 inch exposure in accordance with RAS
I 115 and manufacture Pis published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installation (Non-HVHZ): Installed with 5-1/8-inch exposure in 'accordance with FBC
requirements and manufactu'rer's published installation
instructions. Shinglesi shall b4'� ttached using either"4 Nail
Pattern"or"6 Nail Pattern"detailed below.
NAILS
-- _....__._..... �r78Nailing
Area -
5-118"
But#M e E
Figure 1. Elite Glass-Seal&Glass-Seal
4 Nail Pattern (Non-HVHZ only)
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NAILS
Nailing - ............................••••. -•-••---•--•-•••--•••-• :---•. ••••• -• - - 67-7/8"
Area --------------------------------------------------------------------------------------
�
Butt Edge'
Figure 2. Elite Glass-Seal&Glass-Seal
6 Nail Pattern
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TBP15001.4 FL18355-R4 Page 3 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The'ihanufacturer 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. !
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i ,
CREEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
Heritage® Basic Wind Speed(Vuit): Max. 194 mph
(Dallas, Frederick,Joplin, Basic Wind Speed(Vasd): Max. 150 mph
Phillipsburg&Tuscaloosa) Deck(HVHZ): In accordance with FBC requirements;
& Solidly sheathed min. 19/32.in. plywood or wood plank for
Heritage®Premium new construction; Min. 15/32 in. plywood existing
(Dallas, Frederick construction.
Phillipsburg&Tuscaloosa) Deck(Non-HVHZ): In accordance with FBC requirements;
& Solidly sheathed min. 15/32 in. plywood or wood plank for
Heritage®Woodgate new construction; Min.7/16 in.OSB existing construction.
(Dallas&Frederick) Underlayment: In accordance with FBC requirements.
Min.slope: 2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12.
Installation(HVHZ): 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 manufacturer's published installation
instructions. Shingles shall be attached using either"4 Nail
Pattern"or"6 Nail Pattern"detailed below.
FASTENERS NAIL ZON E
COMMON
BOND
fi-118"
7�EXPO4,URE 6-618"
1" �111-- 12-112"--► - 12-318" 12-112'"- �1
Figure 3. Heritage®, Heritage®Premium, and Heritage®Woodgate (Dallas)
4 Nail Pattern (non-HVHZ only)
FASTENERS NAIL ZONE
/COMMON
BOND
61� EXPOSURE 3-318"
1' h-7-112'=►�-7-112" -
7-&S'-+-7-112"
Figure 4. Heritage®&Heritage® Premium
6 Nail Pattern
TBP15001.4 FL18355-R4 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 product attributes that are not
specifically addressed herein.
'ITAMKO BUILDING PRODUCTS
CREEK i Asphalt Shingles
TECHNICAL SERVICES, LLC i+
_--- _ _ 1' M. A.IL ZONE1
ASI'ENERS: _ I fCI�IIVfON:BOND
- -
TV
tEXPOSURE 5518
, 7,•11Z'-' .1-7.1 "'a7►pu - 17��./LJ. 1 f� •'
Figure 5. Heritage®Woodgate
6 Nail Pattern
-►�"il"ice—'1'2-1/2"-►'i Is7.2-1/2." I��Il"i1�f- '
1 ! ® Gommon,Bond
FASTENERS ! s j
T 1
1
10 CIDL0 0i
0 (O
y y
-39-378'!
Figure 6. Heritage®, Heritage®Premium, &Heritage®Woodgate
Alternate 6 Nail Pattern '
PAINT`
LINE
Q4MIULl�N;i
j }' FBQ.N
-
R06
ESURE
. ACEP�TABLE:
j FASTENER:1' ATON
D:QNST FASTEN=
jALQNGELGE QF I� ;
G.OMMON-BQND
:r
r
PREFERRED
FASTENER`-
fLQ;CATION
Figure 7. Heritage®(Tuscaloosa)"
Expanded Nail Zone 11 1,
Nail patterns from Figures 3, 4, and 6 may be placed in the naiil zone'as described above
TBP15001.4 FL18355-R4 ' Page 5 of 11
This evaluatioh 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 throughoiut 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.
II
Imp=+0�����w0�*��~ T��Ko�U|�o|NmPROoUCTS
���������� Asphalt Shingles
TECHNICAL SERVICES, LLC
ReritoQe@Pmon^ium Basic Wind Speed(Vu/J: Max. 1A4mph
(Fnedahok) Basic Wind Speed(Vold): Max. 15Omph
Dook(HVHZ): Inaccordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
Dnok(Non'HVHZ): |naccordance with FBC requirements;
Solidly sheathed min. 15/32 in d or wood plank for
new construction; N\in.7/10in.OSBmxiut|ngoonotrucbon.
Undedoyment /naccordance with FBC requirements.
Min.slope: 2:12 and in accordance with FBC requirements. Refer to
the manufacturers application instructions when installing
shingles edslopes greater than 21:12. .
|nstaUatinn(HVHZ): Installed with 5 in. oxpumuna 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 in. exposure in accordance with FBC
requirements and monuhactura/n published installation
instructions. Shingles shall baattached using either^4Nail
Pattern"nr^0Nail Pattern"detailed below.
NAIL ZONE/
h8(JN BOND
5vo'' .~ 5
_LEVZOSF
���u
Figure 8. Heritage@ Premium (Frederick)
4NaK Fm#mro (nmm+HVHZ only)
NAIL ZONE/
FASTENERS MON BOND
T T
5112 It [I E POSURE 511
D-- El
�-91/2-4V+- 9 11--+3+91/21L� 1-*'-1..
Figure 9. Heritage@ Premium (Frederick)
6 Nail Pattern
Page 6 of 11
CREAK ;TAMKO'BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
Heritage®Woodgate Basic Wind Speed(V„it): 'Max. 194 mph
(Frederick) Basic Wind Speed(Vasa): Max. 150 mph
Deck(Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 15/32 in, plywood or wood plank for
new construction; Min.117/16 in.OSB existing construction.
Underlayment: In accordance with FBC requirements!
Min.slope: 2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application,instructions when installing
shingles at slopes greater than 21:12.;
Installation (Non-HVHZ): Installed with 5 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingleslshall be.attached using either"4 Nail
Pattern"or"6 Nail Pattern"detailed below.
I
NAIL ZONE!
FASTENERS I COMMON BONA
i
T
5=112" EKPOSURE 5"
1=�►� 11" -12-3/8"---Ir�- 11" � �-1
Figure 10. Heritage®Woodgate(Frederick)
4 Nail Pattern (non-HVHZ only)
'NAIL Z0N E!
FASTENERS COMMON BOND
II4i
T ,,
5-112" EXPOSURE V!1'
Jj
Figure 11. Heritage®Woodgate(Frederick) i
6 Nail Pattern
I
y
TBP15001.4 FL18355-R4 Page 7 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The:'manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for,which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein. I
I
CREEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
Heritage®Vintage® Basic Wind Speed(V„it): Max. 194 mph
(Phillipsburg) Basic Wind Speed(Vasd): 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): 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. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12.
Installation(HVHZ): 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.
Installation (Non-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.
4a'
y ugmmt Fxposure
g N&W z Notch
s„ Fasteners Nail
one
17-W
s
Exposure
eta91-1
-11 •7
�*—tags—�{ '+—ta�a•�
Figure 12. Heritage®Vintage®
5 Nail Pattern (non-HVHZ only)
4W FXf,06UR
w Notdt
Nt�
TT www
�. �tlt! NO
Zone
17 112`
B nun
071i—►I� �161�67/6'
Figure 13. Heritage®Vintage®
6 Nail Pattern
TBP15001.4 FL18355-R4 Page 8 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK �TAMKO BUILDING PRODUCTS
it Asphalt Shingles
TECHNICAL SERVICES, LLC
Hip&Ridge Basic Wind Speed(Veit): Max. 194 mph
(Frederick&Joplin) Basic Wind Speed(Vasd): Max. 150 mph
Deck(HVHZ): In accordance with FBIC requirements.
Solidly sheathed min. 19/32 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.l7/16 in:OSB existing construction.
Underlayment: In accordance with FBC requirements.
Min.slope: 2:12 and in accordance with FBC requirements.
Installation: Installed with 5-1/8 inch exposure in accordance with the
FBC and manufacturers publi's'hed installation instructions.
The direction of the eicposed"', nd shall be away from the
prevailing wind.
Direction of prevailing wind
III h5-1/8" exposure
i
' ] n
II ia,
Start I'
here
Figure 1 5-1/8 exposure
" 1„" I
1 r Fastener
� Fastener
�tb-SI8"
Figure 2 �� 1 Figure.3
I
Figure 14. Hip &Ridge(Frederick&Joplin)
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TBP15001.4 FL18355-R4 ; Page 9 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
It
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.
0 C R�" I l TAMKO BUILDING PRODUCTS
Lr Asphalt Shingles
TECHNICAL SERVICES, LLC
Vintage®Hip&Ridge Basic Wind Speed(V„it): Max. 194 mph
(Phillipsburg) Basic Wind Speed Msd): 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): 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 manufacturer's published installation instructions. The
direction of the exposed end shall be away from the
prevailing wind.
Direction of prevailing.wind
Start 5�" exposure
' 'I
Start
here 5"
Figure 1 exposure
1"
? Fastener ,,�I Fastener
�5-1/2" r -1/2»
Figure 2 1/4!, Figure 3
Figure 15. Vintage® Hip & Ridge(Phillipsburg)
TBP15001.4 FL18355-R4 Page 10 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.
ITAMKO BUILDING PRODUCTS
CREEK Asphalt Shingles
TECHNICAL SERVICES, LLC I I 1
LIMITATIONS
1) Fire Classification is not within the scope of this evaluation.
a2) 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. I I,
4) Classification to ASTM D 7158 applies to exposure B&C with a building mean.'roof height of 60-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. I
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 ssurance program in compliance with
Rule 61G20-3.
COMPLIANCE STATEMENTJ.
i
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated)compliance with the Florida Building
Code,6t'Edition(2017)as evidenced in the referenced documents submitted by the nalmed manufacturer.
I ,tttttuurrr�
i
i ,,,%G�PRY R. 2017 09 25
op
No 74021
•* - �. .y h y ..� 1 .31 .41
— llpefYWWlYlrM,0.RM1 I 11 1,
I' 04'00'
o 13 STATE OF :X441 I„
- �����'�;•:c� ;O R t p Q:���,.�� Zachary R. Priest, P.E.
Florida Registraion
Organization No! ANE116 921 `
rrrnnt
CERTIFICATION OF INDEPENDENCE
j CREEK Technical Services, LLC does not have,nor will it acquire,a financial interest in any company manufacturing or distributing
products under this evaluation.
i CREEK Technical Services,LLC is not owned,operated,or controlled by any company mlanufacturing or distributing products under
this evaluation.
i
' iku
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 eniity involved in the approval process.of the
product. '
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END OF REPORT
TBP15001.4 FL18355-R4 I, 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 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.
I I,l
I
EXTERIOR RESEARCH&DESIGN,LLC.
Certificate of Authorization#9503
353 CHRISTIAN STREET, UNIT#13
OTP,�.lI ERD i OXFORD,CT 06478
(203)262-9245
EVALUATION REPORT
i
TRI-BUILT Materials Group,LLC Evaluation Report A42960.10.12-116
PO Box 70 FL16048-116
i Rutherford, NJ 07070 Date;of Issuance:10/25/2012
(800)516-1485 Revision 6: 09/25/2017
SCOPE: '
I
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
I construction materials in the State of Florida. The documentation submitted has beenyreviewed by Robert Nieminen,
P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The
i products described herein have been evaluated for compliance with the 6th Edition (2017) Florida Building Code
sections noted herein.
DESCRIPTION: TRI-BUILT Roof Underlayments
LABELING: Labeling shall be in accordance with the requirements the Accredited Cluality Assurance Agency noted
herein.
I
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
Cthis 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. Trinityl,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 "Trinity I ERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed,them 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. ,r
Prepared by:
9 y�o.5?4T9 t : I
Robert J.M.Nieminen,P.E.
The facsimile.seal appearing was authorized by Robert Nleminen,
Florida Registration No.59166,Florida DCA ANE1983 P.E.on 09/2/200.This does not serve as an electronically signed
' document. j
CERTIFICATION OF INDEPENDENCE: !•
1. Trinity I ERD 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 otherientity involved in the approval process of the
product. ii
5. This is a building code evaluation. Neither Trinity IERD 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.
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ROOFING COMPONENT EVALUATION:
1. 'SCOPE:
•Product Category: Roofing !
Sub-Category: Underlayment ,
-Compliance Statement: TRI-BUILT Roof Underlayments, as produced by TRI-BUILT Materials Group, LLC, have
demonstrated compliance with the following sections of the 6th Edition (2017)Florida Building Code through testing
in accordance with the following Standards. Compliance is subject to the Ililstallation Requirements and Limitations/
Conditions of Use set forth herein.
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2. STANDARDS: 11
Section Property Standard Year
1504.3.1 Wind Resistance FM 4474 o 2011
1504.3.1 Wind Uplift UL 1897 2012
1504.6 Accelerated Weathering ASTM G155 t 2005
1507.2.4/1507.1.1,1507.2.9.2 Physical Properties ASTM D1970 i 2015
1507.3.3 Physical Properties FRSA/TRI April 2012'(04-12) 2012
3. REFERENCES:
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Entity Examination Reference Date
ERD(TST6049) PhysicaLProperties 540540.02.13-1 02/19/2013
ERD(TST6049) Physical Properties S40540.11.13 11/19/2013
ERD(TST6049) Physical Properties 540540.03.14 03/26/2014
ERD(TST6049) Physical Properties S44870.04.14-2 �,f 04/02/2014
ERD(TST6049) Physical Properties 544870.04.14-3 " 04/02/2014
ERD(TST6049) Physical Properties 544870.04.14-1 '" I 04/10/2014
ERD(TST6049) Physical Properties 544870.04.14-4 04/10/2014
ERD(TST6049) Physical Properties S43530.02.14-1-R1'; i 05/14/2014
ERD(TST6049) Physical Properties 543530.05.14 I', 05/28/2014
ERD(TST6049) Physical Properties S40540.10.14 I 10/31/2014
ERD(TST6049) Physical Properties SC7645.02.15 02/13/2015
ERD(TST6049) Accelerated Weathering SC8520.014.15 ! i. 05/27/2015
ERD(TST6049) Wind Resistance SC14045105.17-R1i 06/07/2017
UL,LLC.(QUA9625) Quality Control Multiple Listing R16814 12/10/2015
UL,LLC.(QUA9625) Quality Control Service Confirmation Exp.07/18/2020
4. PRODUCT DESCRIPTION:
J4.1 Tri-Built Sand-R SA Shingle Underlayment is a self-adhering, Iglass-mat reinforced, sand-surfaced, SBS
modified bitumen roof underlayment,with a 36-inch sheet width;meets'A'TM D1970.
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4.2 Tri-Built S/A HT TU Underlayment is a self-adhering, non-woven polyester fabric surfaced, SBS modified
bitumen roof underlayment;meets ASTM D1970 and FRSA/TRI April 2012.
4.3 Tri-Built Smooth HT S/A Underlayment is a self-adhering, glass-mat: reinforced, film-surfaced, SBS
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modified bitumen roof underlayment;meets ASTM D1970. I
S. LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinity iERD nor R Ibert Nierminen, 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 FBC HVHZ jurisdictions. ii
5.3 Fire Classification is not part of this Evaluation Report; refer;lto current Approved Roofing Materials
Directory for fire ratings of this product. i
Exterior Research and Design,LLC. Evaluation Report A42960.10.12-R6
Certificate of Authorization,#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION F1.16048-116
TRI-BUILT Roof Underlayments;(800)516-1485 i+ �•; Revision 6:09/25/2017
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5.4 TRI-BUILT Roof Underlayments may be used with any prepared roof cover where the product is
specifically referenced within FBC approval documents. If notl listed,i a request may be made to the
Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the
i` prepared roof covering. !� i
5.5 Allowable Roof Covers:
TABLE I: ROOF COVER OPTIONS
j Underlayment Asphalt Nail-On Tile Foam-On Tile Metal,'
'• W&Shingles Wood Shakes Slate
Tri-Built Sand-R SA Shingle
Underlayment Yes No No I No i Yes Yes
TrI,BuiltS/A HT TU Yes i
Underlayment Yes Yes See 5.5.1 Yes Yes Yes
Tri Built Smooth HT S/A
Yes No No Yes Yes Yes
! Underlayment ° i
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5.5.1 "Foam-On Tile"is limited to use of the following Approved tile adhesives%underlayment combinations.
ia���lc�.�al .
TABLE lA:ALLOWABLE TILE ADHESIVE/UNDERLAYMENT CL•OMBIN TIONS
Adhesive Florida Product Approval I Underlayments
ICP Adhesives Polyset®AH-160 FL6332 Tri-Built S/A FIT TU Underlayment
Dow TileBond"" FL22525 Tri-Built S/A FIT TU Underlayment
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5.6 Allowable Substrates:
i 5.6.1• Direct-Bond to Deck:
Tri-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment Or Tri-Built Smooth HT S/A
Underlayment applied to: I
➢ Plywood;ASTM D41 primed plywood; OSB;ASTM D41 primed OSB;;Southem Yellow Pine;ASTM D41
primed Southern Yellow Pine;ASTM D41 primed structural concrete.!,!„ i
While not required over plywood,OSB or Southern Yellow Pine sujbstrates',TRI-BUILT Materials Group,LLC
recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Note:
TRI-BUILT Materials Group, LLC requires tongue-and-groove board decking belcovered with plywood or
OSB prior to installation of the self-adhering underlayment.
5.6.2 Bond-to-Insulation: !
Tri-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
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Underlayment applied to: ,
➢ Dens Deck Prime;SECUROCK Gypsum-Fiber Roof Board. !
For installation under mechanically attached prepared roof coverings, 'insulation shall be attached per
minimum requirements of the prepared roof covering manufacturer's Pr'o'duct Approval. For installations
under foam-on tile systems (Tri-Built S/A HT TU Underlayment only); insulation attachment shall be
designed by a qualified design professional and installed based on testis"of the insulation/underlayment
system in accordance with FM 4474,Appendix D or TAS 114,Appiendix J.:,'
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'Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturnino Moment Resistance Performance.
Exterior Research and Design,LLC. I Evaluation Report A42960.10.12-R6
Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments;(800)516-1485 g Revision 6:09/25/2017
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5.6.3 Bond to Mechanically Attached Base Layer: '
Tri-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
➢ ASTM D226,Type I or II felt.
For installations under mechanically attached prepared roof coverings,;base layer shall be attached per
minimum codified requirements. For installations under foam-on tike systems (Tri-Built S/A HT TU
Underlayment only), base layer shall be attached per minimum equirements of,FRSA/TRI April 2012(04-
12).
5.6.4 Wind Resistance for Underlayment Systems in Foam-On Tile A(plications: 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 direct-deck
underlayment systems that are not addressed in FRSA/TRI April 2012(04112)and are used in foam-on tile
applications. Maximum Design Pressure is the result of testing fors,'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 20121(04-12),Appendix A,Table 1A or
FBC 1609 for determination of design wind pressures.
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#1 Maximum Design Pressure=-45.0 psf:
Deck: Min. 15/32-inch plywood to meet project requirements to! satisfaction of Authority
Having Jurisdiction.
Primer: (Optional)ASTM D41 or RESISTO EXTERIOR PRIMER
Underlayment: Tri-Built S/A HT TU Underlayment,self-adher6d.
#2 Maximum Design Pressure=-67.5 psf:
j Deck: Structural concrete to meet project require ,ments to;satisfaction of Authority Having
Jurisdiction.
Primer: Soprema Elastocol 600c i
Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered. 4',',
#3Maximum Design Pressure=-150.0 psf:
Deck: Min. 15/32-inch APA-rated BCX plywood (may be installed C-side up) to meet project
requirements to satisfaction of Authority Having Jurisdiction.
Deck Preparation: Plywood shall be thoroughly cleaned to reImove dust and debris that may inhibit
adhesion. All sheathing fasteners shall be driven flush with the surface. All sharp
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splinters and wood projections'shall be removed/sanded.
Primer: (Optional)RESISTO EXTERIOR PRIMER j
Underlayment: Tri-Built S/A HT TU Underlayment, self-adhered, shall be thoroughly roll using hand
roller and/or weighted roller to ensure there are no;voids,'and ensure there are no
voids/bridging at side and end-laps.
#4 Maximum Design Pressure=-60.0 psf: r
Deck: Min. 19/32-inch plywood to meet project requirements tol satisfaction of Authority
Having Jurisdiction. ;I
Base Sheet: Soprema Sopra-G or Modified Sopra-G mechanically attached with nails (FBC 1517.5.1)
I and tin caps(FBC 1517.5.2)spaced 6-inch o.c.�a't the 4�jnch laps and 6-inch o.c. in three,
( equally spaced rows in the center of the sheet.1
Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered.
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Exterior Research and Design,I.I.C. I i Evaluation Report A42960.10.12-R6
Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-116
TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017
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5.6.4.1 For mechanically attached Base Sheet,the maximum design pressure for,the selected assembly shall meet
or exceed that required under FRSA/TRI April 2012(04-12),Appendix A,Table 1A.
Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1
design pressure determined in accordance with FBC 1609. In this case; 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 ANSI/SPRI WD1, FM Loss Prevention's Data ,Sheet 1-29 and Roofing
Application Standard RAS 117. Assemblies marked with an asterisk*:carry the limitations set forth in
Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29(January 2016)fog Zone,2/3 enhancements.
5.7 Exposure Limitations: ''
Tri-Built Sand-R SA Shingle Underlayment or Tri-Built Smoothl HT S/A'Undeflayment shall not be left
exposed for longer than 30-days after installation
Tri-Built S/A HT TU Underlayment shall not be left exposed for 101 nger than 180-8ays after installation.
5.8 Tile Slippage Limitations(TAS 103 per FRSA/TRI April 2012(04-12)):
When loading roof tiles on the underlayment in direct-deck tile assemblies,the maximum roof slope shall
be as follows. These slope limitations can only be exceeded byl using battens during loading of the roof
tiles.
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TABLE 2: TILE SLIPPAGE LIMITATIONS FOR DIRECT-DECK TILE INS�LLATIONS
Underlayment Tile Profile Staging Method Maximum
Slope
Flat Max.10-tile stack 6:12
Lugged j Max.10-tile stack 5:12
Max.10ile stack(bottom 2-tile stack
shall be inverted,followed by 8 tiles high 6:12
on slope,as shown below)
W-
ski
Tri Built S/A HT TU
Underlayment =--�
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Exterior Research and Design,U.C. Evaluation Report A42960.10.12-116
Certificate of Authorization#9503 6T"EDITION'(2017)FBC NON-HVHZ EVALUATION F1.16048-116
TRI-BUILT Roof Underlayments;(800)5164485 Revision 6:09/25/2017
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6. INSTALLATION:
6.1 TRI-BUILT Roof Underlayments shall be installed in accordance with JRI-BUILT Materials Group, LLC
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'1 substrate(if applicable).
-6.3 Tri-Built Sand-R SA Shingle Underlavment,Tri-Built S/A HT TU Underlavment or Tri-Built Smooth HT S/A
Underlavment: II
6.3.1 Shall be installed in compliance with the requirements for ASTM D1'970 underlayment in FBC Table
1507.1.1 for the type of prepared roof covering to be installed.
6.3.2 Non-Tile applications: f
While priming is optional,TRI-BUILT Materials Group, LLC recommends'priming the deck if the final roof
cover is not slated for installation within 24 hours.
Apply sheet parallel to the roof edge. Roll out approximately 10i ft of membrane and peel back the first 3
ft of release film.
Adhere the exposed part to the substrate and unroll the remaining membrane as far as possible.
Once the entire length of membrane is in place, peel-off the release film diagonally while holding the
membrane tight. Firmly roll, broom or hand-press the membrane Into place to achieve a bond.
Horizontal seams should be minimum 3-inches, configured to shed water. Vertical seams should be 6-
inches and staggered not less than 2-ft from vertical seams in the course,below,!,sealed in accordance with
TRI-BUILT Materials Group,LLC requirements. i}
When installing at slopes above 8:12, TRI-BUILT Materials Group, LLCIJ recommends back-nailing in the
joverlap area at the top of the sheet at 12-inch o.c. I.
For Valleys and Ridges: Cut underlayment into 4 to 6 foot lengths. Peel the release paper and center sheet
over valley or ridge. Drape and press sheet into place, working from the.center of the valley or ridge in
each direction. For valleys,apply the sheet starting at the lowest point and work upward.
6.3.3 Tile Applications(Tri-Built S/A HT TU Underlavment only):
Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the
instructions noted above as a guideline. i !
For foam-on tile applications,reference is made to Section 5.6.4 herein fog wind resistance limitations that
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fall outside the scope of FRSA/TRI April 2012(04-12). I,,u
Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the
underlayment. See Table 2 herein, and TRI-BUILT Materials Group, LLC published requirements for tile
staging.
7. 'BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
8. MANUFACTURING PLANTS:
I Gulfport,MS
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9. QUALITY ASSURANCE ENTITY: !
UL, LLC—QUA9625;(314)578-3406;k.chancellor@us.ul.com
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-END OF EVALUATION REPORT-
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Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-R6
Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION;' ! FL16048-R6
TRI-BUILT Roof Underlayments;(800)516-1485 !I I I Revision 6:09/25/2017
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