HomeMy WebLinkAboutproduct approval i
Certificate of'Authorization No. 29824
CREEK
I'i 17520 Edinburgh Dr
i;, Tampa, FL 33647
TECHNICAL SERVICES, LLC (813)480-3421
EVALUATION REPORT FLORIDA BUILDINGiCODE,C EDITION(2017)
Manufacturer: TAMKO BUILDING PRODUCTS Issued September 25, 2017
220 West 4`"Street
Joplin,.MO 64801
(417)624-6644 !
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: 1504.1.1, 1507.2.5, 1507.2.7.1, 1523.6.5.1 I 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 1001 1995
-PRI Construction Materials Tech nologies.(TST5878) TAP-051-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-054-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-114-02-01 TAS 100 1995
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 1• 1995. i
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)e1
PRI Construction Materials Technologies(TST5878) TAP-317-02-01 TAS 1001 ; I 1995
UL LLC(TST9628) 02NK9507 ASTM D 3161 ; 2016
UL LLC(TST9628) 04NK24366 ASTM D 3462 2010A,
UL LLC(TST9628) 05NK28006 ASTM D 6381 I 2008(2013)e1
L 2390;
ASTM D 17158 2011
UL LLC(TST9628) 06NK03898 ASTM D!3161 2016
ASTM D 3462 2010A
UL LLC(TST9628) 08CA59132 ASTM D,3161 2016 '
UL LLC(TST9628) 09NK07896 ASTM D!31'61 2016
ASTM D 3462 2010A
UL LLC(TST9628) 1OCA50498 ASTM D,3462 2010A
UL LLC(TST9628) 1OCA64882 ASTM 1)3961 2016
UL LLC(TST9628) 11 NK14014 ASTM D 3161 ! 2016
ASTM 13'3,462 2010A
UL LLC(TST9628) 12CA24551 ASTM D:3,161 2016
UL LLC(TST9628) 4786110543 ,ASTM D6381 2008(2013)e1
UL LLC(TST9628) 4787043752 ASTM D 31.161 2016
UL LLC(TST9628) 4787148748 ASTM D 7.158 2011
ASTM D13161 2016
ASTM D:3462 2010A
CREEK Technical Services LLC(ANE11669) TBP15001.3 Calculations 2017
TBP15001.4 FL18355-R4 I Page 1 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
0 C DEEK TAMKO BUILDING PRODUCTS
j� 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 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
TECHNICAL SERVICES, LLC
I ,
INSTALLATION i
Elite Glass-Seal® Basic Wind Speed(VLit): Max. 194 mph
(Frederick,Joplin& Basic Wind Speed(Vasd): Max. 150 mph
Tuscaloosa) Deck(HVHZ): In accordance with FBG requirements;
& Solidly sheathed min. 19/32 in:,plywood or wood.plank for
Glass-Seal new construction; Min. 15/32 in. plywood existing
(Frederick,Joplin(Non- construction. j
HVHZ)&Tuscaloosa) Deck_ (Non-HVHZ): In accordance with FBC requirements,•
Solidly sheathed min.X15/32 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 FBC 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
115 and manufacturers 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 manufacturer's published installation
instructions. Shinglesll shall be`attached using either"4 Nail
Pattern"or"6 Nail Pattern"detailed below.
NAILS
- - --------- --- --- ----
_ X78N
5-1l8"
j
Butte '
Figure 1. Elite,Glass-Seal&Glass-Seal
4 Nail Pattern (Non-HVHZ only)
, I �
i
I
NAILS
/11
A,
Nailiing -
- --------------------- --------------------....-------- ---------------11=2
I i
Butt Edge
Figure 2. Elite Glass-Seal&Glass-Seal
6 Nail Pattern
i .
' I
I
TBP15001.4 FL18355-R4 Page 3 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.
I '
II ,
G RE K 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 ZONE
COMMON
BOND
6-118" EXPOSURE 6-618"
1 " �-- 12-11211--►�f- 12-3/8" --►�- 12-1 f2"-� r--1 If
Figure 3. Heritage®, Heritage®Premium, and Heritage®Woodgate (Dallas)
4 Nail Pattern (non-HVHZ only)
FASTENERS NAIL ZONE
/COMMON
BOND
6-i EXPOSURE 3-318"
1=-1� �7-112"�-7-112"-►� l�8"�-7-1/2"-►h--7-112' rl—i"
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 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.
I
�TAMKO;BUILDING PRODUCTS
CREEK Asphalt Shingles
TECHNICAL SERVICES, LLC
i;
(- -- -- NA1L ZONEI
GO
ASTENEHS` - ' ON.. ....BON.
MM D'.
6.118 � E)fP,O5URE 5518"�
07
; .;�i,:. ._ 112'' -7 i11E►�,7<�318,1�-. -.•�1l2y;�;.7 '��t j�`. � �..,1?',
Figure 5. Heritage®Woodgate i
6 Nail Pattern I,
12-1%2
®I
:Common Bond
FASTENERS' '
.. 39=318"
i
Figure 6. Heritage®, Heritage®Premium, &Heritage®Woodgate
Alternate 6 Nail Pattern
LINE;;
AIL ZONE;:
FCOIIiIMON^
'EXP.O`SURE;
ACCEPTABLE !
FASTENER LOCATION:
i
D:O NOT FASTEN'
.ALONG,ED.GE-OF
-PAEFERRI D i
<FASTENER`. i
LO;CkmON
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
I
TBP15001.4 FL18355-R4 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
I 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
CREEKAsphalt Shingles '
TECHNICAL SERVICES, LLC
Heritage®Premium Basic Wind Speed(Vuit): Max. 194 mph
(Frederick) 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"4 Nail
Pattern"or"6 Nail Pattern"detailed below.
NAIL ZONE/
FASTENERS //13
0MMON BOND
551/2" IXPOSURE 5"
11 1211
Figure 8. Heritage®Premium (Frederick)
4 Nail Pattern (non-HVHZ only)
NAIL_ZONE/
FASTENERS COMMON 130N1)
51/2" EXPOSURE 5"
Figure 9. Heritage®Premium (Frederick)
6 Nail Pattern
TBP15001.4 FL18355-R4 Page 6 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.
I
I
} „TAMKO BUILDING PRODUCTS
CREEKAsphalt Shingles
TECHNICAL SERVICES, LLC
Heritage®Woodgate Basic Wind Speed(Vuit): Max. 194 mph
(Frederick) Basic Wind Speed(Vnd): 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!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 (Non-HVHZ): Installed with 5 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either"4 Nail
Pattern”or"6 Nail Pattern"detailed below.
NAIL ZONE/
FASTENERS COMMON BOND
I
5-1I2" EXPOSURE VI
11" -►�-12-3/8'r
Figure 10. Heritage®Woodgate(Frederick) j
4 Nail Pattern (non-HVHZ only)
i
NAIL ZONEr
COMMON BOND
FASTENERS
tI ,►
EXPOSURE V!
j
1111-1
Figure 11. Heritage®Woodgate(Frederick)
6 Nail Pattern
,i
i
i
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.
0 G RE K 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 manufacturers 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.
4W
Y Mp—t Ecposure
:2 cameras z Notch
6„ Fasteners Nail
one
— — — — — — — — — — — — —
17-i n
s•.
LTT--
Exposure
91A• 9-IN14-9-1m 1-1� 9-1w T
I+—taxa•—� �—tanto--�
Figure 12'. Heritage®Vintage®
5 Nail Pattern (non-HVHZ only)
e
Notdf
llb�rt
T '
Rat" M Nall
17-1/2`
Ewpwn
i
_t t,
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 iTAMKOjBUILDING PRODUCTS
. j I Asphalt Shingles
TECHNICAL SERVICES, LLC
I ;
j Hip&Ridge Basic Wind Speed(V„;t): Max. 194 mph
(Frederick&Joplin) Basic Wind Speed(Vara): 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 FB,C requirements
Solidly sheathed min. 15/32 in.,plywood or wood plank for
new construction; Mina 7/16 in I�OSB existing construction.
Underlayment:, In accordance with FBI requirements'.
Min.slope: . 2:12 and in accordance with FBC requirements.
Installation: Installed with 5-1/8 inch exposure it accordance with the
FBC and manufacturer's published installation instructions.
! The direction of the exposed;end shall be away from the
prevailing wind.
f � I
Direction of prevailing wind I !
I
Start 5-1/8 exposure
here-
n
-]
Start
Figure 1 here 5-1/899 exposure
r Fastener
Fastener �I ,;
I '
,
Figure X1/4" Figure13
Figure 14. Hip &Ridge(Frederick&Joplin)
; I
� I
i '
I i
I i
TBP15001.4 FL18355-R4 I'.' ( Page 9 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 forj 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
i
0 CREEK TAMKO BUILDING PRODUCTS
Asphalt Shingles'
TECHNICAL SERVICES, LLC
Vintage®Hip&Ridge 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.
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
hStart531� exposure
� II
Start
Figure 1
here 5" exposure
rs
1•
Fastener ` �I Fastener
�5-1/2" h'�
Figure 2 1/4?' Figure 3
Figure 15. Vintage®Hip & Ridge (Phillipsburg)
TBP15001.4 FI-18355-R4 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.
i �
I
TAMKO BUILDING PRODUCTS
CREEK Asphalt Shingles
TECHNICAL SERVICES, LLC
LIMITATIONS I
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 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 underiayment 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
4 Rule 61 G20-3. 'i I
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated lcomplianee with the Florida Building
Code,6t'Edition(2017)as evidenced in the referenced documents submitted by the named manufacturer.
PRY R. p9 �,� ,
�: �G•E Ns��Fs�-.,, 1 2017.09.25
No 74021 = 11 :31 :41
*.
� 1 = g1�1'NI.�M1�IaIR,1M.,
7l ! -' 04'00'
3% STATE OF : 44/ j
'��T•'•iO� �?;•'���;� Zachary R. Priest, P.E.
�i�s• R C? �` Florida Registration No.74021
ONA'E ��`� Organization No'jANE11669
i
CERTIFICATION OF INDEPENDENCE j
i ,
CREEK Technical Services,LLC does not have,nor will it acquire,a financial interest in Iny company manufacturing or distributing
products under this evaluation.
I :
CREEK Technical Services,LLC is not owned,operated,or controlled by any company manufactu'r'ing or distributing products under
this evaluation.
• � I
Zachary R. Priest, P.E. does not have, nor will"acquire, a financial interest in any company manufacturirig 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. !
I
END OF REPORT
I
TBP15001.4 FL18355-R4 ? 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
Ii specifically addressed herein.
f
r � I
I i
I ' �
ti 1 J♦ _ I II
i I
EXTERIOR RESEARCH &DESIGN,LLC.
a Certificate of Authorization#9503
TRINITY I 353 CHRISTIAN STREET, UNIT#13
QERD OXFORD;CT 06478
(203)262-9245
EVALUATION REPORT
I TRI-BUILT Materials Group,LLC Evaluation;Report A42960.10.12-115
PO Box 70 j ;l FL16048-R5
Rutherford, NJ 07070 Date of issuance:10/25/2012
(800)516-1485Revision 5: 06/12/2017
SCOPE: �` 1 !
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules andregulations governing the use of
construction materials in the State of Florida. The documentation submitted hlas been reviewed 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 St Edition' (2014) Florida Building Code
sections noted herein.
I '
DESCRIPTION: TRI-BUILT Roof Underlayments
I
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality ;Assurance Agency noted
herein. !
I 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
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 I ERD robires 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 "Trinit!ylERDEvaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed,then it shall`be done in its entirety. „
I
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. j
Prepared by: �,,u�',"",,,,�� ;
4% 'M. ..1'M 0,
a,•� ,
4 � I
Robert J.M. Nieminen P.E. �� �• ��••" �' ,The facsimile seal appearing was authorized by Robert Nieminen,
se i 1
L' �,J,'�rt4`kl ` P.E.on 06/12/2017.This does not serve as an electronically signed
Florida Registration No.59166,Florida DCA ANE1983 document.Signed,sealed hardcopies have been transmitted to the
Product Approval Administrator and to the named client.
CERTIFICATION OF INDEPENDENCE: I I
1. Trinity IERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributingroducts it evaluates. i
I
2. Trinity]ERD is not owned,operated or controlled by any company manufacturing or disl�ributin'�oroducts it'e4aluates.
3. Robert'Nieminen, P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert'Nieminen, P.E.does not have, nor will acquire, a financial interest in any other,entity involved in the approval process of the
product.
5. This is a building code-evaluation. Neither Trinityl ERD nor Robert Nieminen, P.E. are, in any'way, the Designer of Record for any
project on which this Evaluation Report,or previous versions thereof, is/was used for permitting or design guidance unless retained
specifically for that purpose.
1 I
i
i
I
I '
r 1
(_)0
TRINITY I ERD
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 Florida Building Code through testing in accordance
with the following Standards. Compliance is subject to the Installation Requirements and Limitations/Conditions of
Use set forth herein.
2. STANDARDS:
Section Property Standard Year
1504.3.1 Wind Resistance FM 4474 2004
1504.3.1 Wind Uplift UL 1897 2004
1507.2.4,1507.2.8,1507.2.9.2, Physical Properties ASTM D1970 2009
1507.4.5.1,1507.5.3,1507.7.3
1504.6 Accelerated Weathering ASTM G155 2005
1507.3.3 Installation Practice FRSA/TRI April 2012(04-12) 2012
1523.6.5.2.1 Physical Properties TAS 103 1995
3. REFERENCES:
Entity Examination Reference Date
ERD(TST6049) Physical Properties 540540.02.13-1 02/19/2013
ERD(TST6049) Physical Properties 540540.11.13 11/19/2013
ERD(TST6049) Physical Properties 540540.03.14 03/26/2014
ERD(TST6049) Physical Properties 544870.04.14-2 04/02/2014
ERD(TST6049) Physical Properties S44870.04.14-3 04/02/2014
ERD(TST6049) Physical Properties 544870.04.14-1 04/10/2014
ERD(TST6049) Physical Properties 544870.04.14-4 04/10/2014
ERD(TST6049) Physical Properties 543530.02.14-1-R1 05/14/2014
ERD(TST6049) Physical Properties S43530.05.14 05/28/2014
ERD(TST6049) Physical Properties 540540.10.14 10/31/2014
ERD(TST6049) Physical Properties SC7645.02.15 02/13/2015
ERD(TST6049) Accelerated Weathering SC8520.04.15 05/27/2015
ERD(TST6049) Wind Resistance SC14045.05.17-R1 06/07/2017
UL,LLC.(QUA9625) Quality Control Multiple-Listing R16814 09/04/2015
UL,LLC.(QUA9625) Quality Control Service Confirmation Exp.10/16/2017
4. PRODUCT DESCRIPTION:
4.1 Tri-Built Sand-R SA Shingle Underlayment is a self-adhering, glass-mat reinforced, sand-surfaced, SBS
modified bitumen roof underlayment,with a 36-inch sheet width.
4.2 Tri-Built S/A HT TU Underlayment is a self-adhering, non-woven polyester fabric surfaced, SBS modified
bitumen roof underlayment
4.3 Tri-Built Smooth HT S/A Underlayment is a self-adhering, glass-mat reinforced, film-surfaced, SBS
modified bitumen roof underlayment.
S. LIMITATIONS:
5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the
Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was
used for permitting or design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in the HVHZ.
Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-115
Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION FL16048-RS
Tri-Built Materials Group,I.I.C. Revision 5:06/12/2017
Page 2 of 6
1
I
I
`0
TRINITY I ERD
5.3 Fire Classification is not part of this Evaluation Report; refer .to current Approved Roofing Materials
Directory for fire ratings of this product.
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 not listed;' a request may be made to the
i Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the
prepared roof covering.
5.5 Allowable roof covers applied atop the underlayments are as follows:
I TABLE 1: ROOF COVER OPTIONS 1�- N[
Asphalt! Uayment Shingles Nail-On Tile Foam-On Tile Meta I Wood Shakes
nd Slate
I &Shingles
ri-Built Sand-R SA Shingle
Yes No No No Yes Yes
Underlayment
Tri-Built S/A HT TU Yes
Yes Yes, I Yes i; � Yes Yes
Underlayment See 5.5.1
Tri-Built Smooth HT S/A Yes No No Yes I Yes Yes
Underlayment '
5.5.1 "Foam-On Tile" is limited to use of the following Approved tile adhesives unless tensile adhesion / long
term aging data from an accredited testing laboratory is provided.
➢ Tri-Built S/A HT TU Underlayment with ICP Adhesives "Polyset AH-160-�(FL6332) or Dow Chemical
"TileBondTm Roof Tile Adhesive"(FL717)
5.6 Allowable substrates are noted below:
I i
5.6.1 Direct-Bond to Deck:
I
Tri-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
➢ Plywood;ASTM D41 primed plywood; OSB;ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41
primed Southern Yellow Pine;ASTM D41 primed structural concrete.
While not required over plywood;OSB or Southern Yellow Pine substrates,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 be covered with plywood or
OSB prior to.installation of the self-adhering underlayment.
5:6.2 Bond-to-Insulation: II
Tri-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
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 mahufacturer's Product!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 ion testing of the insulation/underlayment
system in accordance with FM 4474,Appendix D or TAS 114,Appendix J i,
I
Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-RS
Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION FL1604&R5
Tri-Built Materials Group,I.I.C. Revision 5:06/12/2017
Page 3 of 6
i
TRINITY I ERD
5.6.3 Bond to Mechanically Attached Base Laver:
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 tile systems (Tri-Built S/A HT TU
Underlayment only), base layer shall be attached per minimum requirements of FRSA/TRI April 2012(04-
12).
5.6.4 Wind Resistance for Underlayment Systems in Foam-On Tile Applications: FRSA/TRI April 2012 (04-12)
does not address wind uplift resistance of all underlayment systems beneath foam-on tile systems, where
the underlayment forms part of the load-path. The following wind uplift limitations apply to direct-deck
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) or FBC 1609 for
determination of design wind pressures.
5.6.4.1 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 HTTU Underlayment,self-adhered.
5.6.4.2 Maximum Design Pressure=-67.5 psf:
Deck: Structural concrete to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Primer: Soprema Elastocol 600c
Underlayment: Tri-Built S/A HTTU Underlayment,self-adhered.
5.6.4.3 Maximum 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 remove dust and debris that may inhibit
adhesion. All sheathing fasteners shall be driven flush with the surface. All sharp
splinters and wood projections shall be removed/sanded.
Primer: (Optional) RESISTO EXTERIOR PRIMER
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.
5.6.4.4 Maximum Design Pressure=-60.0 psf:
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority
Having Jurisdiction.
Base Sheet: Soprema Sopra-G or Modified Sopra-G mechanically attached with nails (FBC 1517.5.1)
and tin caps (FBC 1517.5.2)spaced 6-inch o.c. at the 4-inch laps and 6-inch o.c. in three,
equally spaced rows in the center of the sheet.
Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered.
5.7 Exposure Limitations:
5.7.1 Tri-Built Sand-R SA Shingle Underlayment or Tri-Built Smooth HT S/A Underlayment shall not be left
exposed for longer than 30-days after installation
5.7.2 Tri-Built S/A HT TU Underlayment shall not be left exposed for longer than 180-days after installation.
Exterior Research and Design,LLC. Evaluation Report A42960.10.12-RS
Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION FL16048-RS
Tri-Built Materials Group,I.I.C. Revision 5:06/12/2017
Page 4 of 6
I '
I
Q- �TRINITY ERD
6. INSTALLATION:
6.1 TRI-BUILT Roof Underlayments shall be installed in accordance with!TRI-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 nai heads. Sweep the substrate thoroughly
to remove any dust and debris prior to application,and prime the substrate(if applicable).
.
6.3 Tri-Built Sand-R SA Shingle Underlavment Tri-Built S/A HT TU UnderlaYment or Tri-Built Smooth HT S/A
!
Underlavment•
6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Sections
1507 for the type of prepared roof covering to be installed.
6.3.2 Non-Tile applications:
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.
I '
Apply sheet parallel to the roof edge. Roll out approximately 10 ft of membrane and peel back the first 3
ft of release film. I
Adhere the exposed part to the substrate and unroll the remaining membrane a's 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. ! '
When installing at slopes above 8:12, TRI-BUILT Materials Group, LLC ;recommends.back-nailing in the
overlap 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.
For foam-on tile applications, reference is made to Section 5.6.4;herein for wind resistance limitations that
fall outside the scope of FRSA/TRI April 2012(04-12).
Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the
underlayment.
Tri-Built S/A HT TU Underlayment has met the tile slippage testi requirements Ispecified in FRSA/TRI April
2012 (04-12) up to a 10-tile stack to a maximum roof pitch of 6:12 for,flat tiles and 5:12 for lugged tiles.
Lugged tiles staged at pitch>5:12 may use alternate staging me hod(bottom 2-tile stack shall be inverted,
followed by 8 tiles high on slope,as shown below).
i
I i
Exterior Research and Design,I.I.C. 1 Evaluation Report A42960.10.12-R5
Certificate of Authorization 119503 FBC NON-HVHZ EVALUATION FL16048-115
Tri-Built Materials Group,I.I.C. Revision 5:06/12/2017
Page 5 of 6
i '
TRINITY I ERD
I
Figure 1: Alternate Staging Method
Alternatively, at roof slopes greater than these limitations, all tiles shall be loaded onto a nominal 1" x 2"
horizontal batten to prevent slippage or damage to the underlayment.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
J 8. MANUFACTURING PLANTS:
Contact the noted QA agency for information on product locations covered for F.A.C. Rule 9N-3 QA requirements.
9. QUALITY ASSURANCE ENTITY:
_UL, LLC—QUA9625; (314)578-3406; k.chancellor@us.ul.com
-END OF EVALUATION REPORT-
Exterior Research and Design,LLC. Evaluation Report A42960.10.12-RS
Certificate of Authorization#9503 FBC NON-HVH2 EVALUATION FL16048-RS
Tri-Built Materials Group,LLC. Revision 5:06/12/2017
Page 6 of 6