HomeMy WebLinkAboutEVALUATION REPORT"\�TPJN1TYJERD
EVALUATION REPORT
=RECEIVED
SEP 2 0 2018
� ST. Luc county, P rm
T. Lucie county, Permitting
EXTERIOR RESEARCH & DESIGN, LLC.
Certificate of Authorization #9503
353 CHRISTIAN STREET, UNIT #13
OXFORD, CT 06478
(203) 262-9245
TRI-BUILT Materials Group, LLC Evaluation Report A42960.10.12-116
PO Box 70 EL16048-R6
Rutherford, NJ 07070 Date of Issuance: 10/25/2012
(800) 516-1485 rk—mT
�srlo—n6-09[2-5/!b�IJ7
SCOPE:
This Evaluation Report is issued under Rule 6IG20-3 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-g.9de Residential Volume. The
products described herein have been evaluated for compliance with the Edfizoi; I
sections noted herein.
DEscRiPnON: TRI-BUILT Roof Underlayments
LABEUNG: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
CONnNUED 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. TrinitVIERD requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle.
ADvERMEMErfr: The Evaluation Report number preceded by the words 'Frinityl ERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety.
INSPEcnON: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or
its distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 6.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCA ANE1,983
SCANNED
BY
St. Lucie County
W ��d
P.Emffl/25/21317. nhd�adwm�ana�m�nys%�
�nt
CEFITIFICAMON OF INDEPENDENCE:
1. TrinitVIERD 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. TrInitVJERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
S. This is a building code evaluation. Neither Trinity[ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
project an which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained
specifically for that purpose.
(_Nvl'_�
'\, �TRINITYJERD
ROOFING COMPONENT EvALuATiON:
1. SCOPE:
Product Category, Roofing
Sub -Category: Underlayment
Compliance Statement: TRI-BUILT Roof UnderlaVments, 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 Standaids. Compliance is subject to the Installation Requirements and Urnitations
Conditions of Use set forth herein.
2. STANDARDS:
Section
Property
Standard
Year
1504.3.1
Wind Resistance
FM 4474
2011
1504.3.1
Wind Uplift
UL 1897
2012
1504.6
Accelerated Weathering
ASTM G15S
2005
1507.2.4 / 1507.1.1,1507.2.9.2
Physical Properties
ASTM D1970
2015
1507.3.3
Physical Properties
FRSA/TRI April 2012 (04-12)
2012
3. REFERENCES:
Entity
Examination
Reference
Date
ERD (TST6049)
Physical Properties
S40540.02.13-1
02/19/2013
ERD CTST6049)
Pbyslcal Pioperties
S40540.11.13
11/1,9/2013
ERD M6049)
Physical Properties
S40540.03.24
03/26/2014
ERD M6049)
Physical Properties
S44970.04.14-2
04/02/2014
ERD (TST6049)
Physical Properties
S44870.04.14-3
04/02/2014
ERD (TST6049)
Physical Properties
S44870.04.14-1
04/10/2014
ERD (TST6049)
Physical Properties
S44870.04.14-4
04/10/2014
ERD CM6049)
Physical Properties
S43530.02.14-1-111
05/14/2014
ERD (TST6D49)
Physical Properties
S43530.05.14
05/28/2014
ERD (TST6049)
Physical Properties
S40540.10.14
10/31/2014
ERD (rST6049)
Physical Properties
SC7645oO2.15
02/13/2015
ERD (TYMN9)
Accelerated Weathering
SC&S20.04.15
05/27/202.5
ERD O-ST6049)
Wind Resistance
SC14045.05.17-RI
06107/2017
UL, I.I.C. (QUA9625)
Quality Control
Multiple -Listing R16814
12/10/2015
UL, LLC. (QUA9625)
Quality Control
Service Confirmation
Exp. 07/18/2020
4. PRoDucr DESCRIPTION:
4.1 Tri-Bulit Sand-11 SA Shingle Underlayment is a self -adhering, glass -mat reinforced, sand -surfaced, SBS
modified bitumen roof underlayment, with a 364nch sheet width; meets ASTM D1970.
4.2 Tri-Built S/A HT TU Underlayment is a self -adhering, non -woven polyester fabilic surfaced, SBS modified
bitumen roof underlayment; meets ASTM D1970 and FRSAITRI April 2012.
4.3 Tri-Built Smooth HT S/A Underlayment is a self -adhering, glass -mat reinforced, film -surfaced, 5115
modified bitumen roof underlayment; meets ASTM D1970.
5. LIMITATIONS:
5.1 This is a building code evaluation. Neither TrinftyJERD 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 FBC HVHZ jurisdictions.
5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials
Directory for fire ratings of this producL
Exterior R�arch and D�Ign, LLC. E"Illation Report A42960.10.IZ-R6
Certiflorte of AuthorizatIm &9503 EDITION (ZO171 Fsc NoN-HvHz EvALuAnoN FL16G4&Rfi
TRI-SURT Roof Underlayments; (8130) S16-1485 Revision 6:09/2S/2017
Page 2 of 6
UTRINITYIERD
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
Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the
prepared roof covering.
5.5 Allowable Roof Covers:
TABLE 1: ROOF COVER OPTIONS
Underlayment
Asphalt
Nall -On rile
Foam -On rile
Metal
WoodShakes
Slate
Shingles
ShIngres
t�"
No
No
No
Yes
Yes
Tri-Bui[tS/AHTTU
Yes
Yes
Yes
Yes
Yes
Yes
Underlayment
See 5.5.1
Tri-Built Smooth 14T S/A
Yes
No
No
Yes
Yes
Yes
Underlayment
5.5.1 "Foam -On Tile" is limited to use of the following Approved tile adhesives / underlayment combinations.
TABLE M- ALLowABLEMLEADHESIVE/ UNDERLAYMENTCOMBINATIONe
Adhesive
Florida Product Approval
I Underlayments
ICP Adhesives PbrysetWAH-16(3
FLG337
Tri-Built S/A FITTU Underlayment
Dow'rileBondi"
FL22525
Tri-Built S/A HT TU Underlayment
5.6
ri-gailt-,Sand-R-,S&ShingleL-Uridedayrnen!,jTri-Built S/A HTTU Underlayment orTri-Built Smooth HT S/A
AM
Und—erldyment-applied[TC
> Plywood; ASTM D41 primed plywood; OSB; ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41
primed Southern Yellow Pin%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
Tra-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 manufacturer'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 on testing of the insulation/underlayment
system in accordance with FM 4474,Appendix D or TAS 114,Appendix J.
I Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approvalfor Overturning Moment Resistance Performance -
Exterior Research and Design, U-C. Evaluation Report A42960.10.12-R6
Certificate of Auffiorization #9503 6n EDITION (20171 FBC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments, (800) S16-1485 Revision 6:09/2S/2017
Page 3 of 6
"',�TRINITYJERD
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-Buift Smooth HT S/A
Underlayment applied to:
> ASTM D226, Type I or 11 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-Bulk S/A 14T TU
Underlayment only), base layer shall be attached per minimum requirements of FRSAITRI April 2012 (04-
12).
5.6.4 Wind Resistance for Underlayment Systems in Foam -On Tile ApplicLtLigns: 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 FRSAITRI April 2012 (04-22) 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/TRJ April 2022 (04-12), Appendix A, Table 1A or
FBC 1609 for determination of design wind pressures.
#1 Maximum Design Pressure =41S.0 Dsf.'
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-BuiltS/A RTTU Underlayment, self -adhered.
#2 Maximum Design Pressure= -67.5 Psf.
Deck: Structural concrete to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Primer:
Soprema Elastocoll 600c
Underlayment:
Tri-Built S/A HT TU Undertayment, seff-adhered-
#3 Maximum Design Pressure = -150.0 DSE
Deck:
Min. 15/32-inch APA-rated 80( 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
adheion. 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.
#4 Maximum Design Pressure = -60.0 Dsf.
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 fin 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.
Exterior Res�rch and Design, U.C. Evaluation Report A42960.10.12-116
CertifteM of AUthafkation #gsa3 EDITION (2017) FBC NON-HV14Z EVALUA PION FL16048-RG
TRI-SUILT Roof Underlayments, (800) 516-1485 RevWon6:09125/2017
Page 4 of 6
r-\,��
'\,�TRINrryjERD
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 M
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 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 2-29 (January 2016) for Zone 2/3 enhancements.
5.7 Exposure Limitations:
Trl-Buift Sand-R SA Shingle Underlayment or Tri-Built Smooth HT S/A Underlayment shall not be left
exposed for longer than 30-daVs after installation
Tri-Built S/A HT TU Undedayment shall not be left exposed for longer than 180-days after installation.
5.8 Tile Slippage Limitations ITAS 103 per FRSA/TR1 April 2012 (04-12)1:
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 by using battens during loading of the roof
tiles.
A 2 ONS"DMIXF TILEINSMLLATIONS�,""
BLE :MLESUPPAGELVAITAIIi
Underlayment
rile Profile
Staging Method
Maximum
Slope
Flat
lva� 10-tile stack
6:12
Lugged
Max. 10-tile stack
5:12
Max. 10-tile stack (bottom 2-tile stack
shall be inverted, followed by 8 tiles high 6:12
on slope, as shown below)
all
Trl-BuIltS/A HTTU
Underlayment
Lugged
Werlor Reseamh and Design, LLC. EwTuation ReportA42960,10.12-R6
Cerdfkate of Autbodzagmi 0950 EDMON (2017) FBC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT goal Undedayments; (ODO) 5J."485 Revision 6:09/25/2017
Page 5 of 6
6. INSTALLATION: Q�TRINITYJERD
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 nail 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 -it SA Shingle Underlayment. Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment:
6.3.1 Shall be installed in compliance With the requirements for ASTMI D1970 underlayment in FBC Table
1507.1.1 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 -
Apply sheet parallel to the roof edge. Roll out approximately 10 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.
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.
For Valleys and Widges: 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 rile Applications (Tri-Bul[tS/A HTTU Underlayment only):
Reference is made to FRSA/TRl April 2012 (04-12) installation Manual and Table I herein, 'using the
instructions noted above as a guideline.
For foam -on tile applications, reference is made to Section S.6A herein for wind resistance limitations that
fall outside the scope of FRSAfTR1 April 2012 (04-12).
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. Buiinixci PERMIT REOULREmENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
8. MANuFAcrURING PLANTS:
Gulfport, MS
9. QUALITY AssuRANcE ENTITY:
UL, LLC— QUA9625; (314) 578-3406; k.chancellor@us.ul.com
- END OF EVALUATION REPORT -
Exterior Researth and Design, LLC. Ewlmt!On ReportA42960.10.12-R6
Cerni7cate of Authowation 4950 EDITION (2017) FOC NON4iVHZEVALUAnON FUGD48-116
TRWUILT Roof Underbyrrients; (800) sirmas Revision 6:09/25/2017
Page 6 of 6
TRINITYIERD
REPORT
GAIF
1 Campus Drive -
Parsippany, NJ 07054
(800) 766-3411
ScAfv/q�t)
8 Y
St. Lucie cou,,,,,
EXTERIOR RESEARCH & DESIGN, U.C.
Certificate ofAuthorizotion #9503
353 CHRISTIAN STREET, UNIT #13
OXFORD, CT 06478
(203) 262-9245
Evaluation Report 01506.01.08-R22
FL10124-R20
Date of Issuance: 01/03/2008
Revision 22.09/20/2017
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 6 1h Edition (2017) Florida Building Code
sections noted herein.
DESCRIPTION: GAIF Asphalt Roof Shingles
LAeEuNG: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein and FBC 1507.2.7.1 / R905.2.6.1.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named prodOct(s) changes, the
referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change.
Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the
product changes or the referenced Quality Assurance documentation changes. Trinity] ERD requires a complete
review of this Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinityl ERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or
its distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 6.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No.-59166, Florida DG4 ANE1983
ne fi�m��Ia�adm� a�hor� by ftWA Nkmfn�,
P.LmW/20/2017. nh���ane�ffysigned
d=mnt.
CHIMFICAnON OF INDEPENDENCE:
1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2. Trinity I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nienninen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
S. This is a building code evaluation. NeitherTrinityjERD 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.
'\JTR1N1TYJERD
ROOFING SYSTEMS EVALUATION: St.
1. SCOPE: Cie cotintv
Product category: Roofing
Sub -Category: Asphalt Shingles
Compliance Statement: GAF Asphalt Roof Shingles, as produced byGAF, have demonstrated compliance with the
following sections of the e Edition (2017) Florida Building Code and Florida Building Code, Residential Volume
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
Prope
Standard
Year
1507.2A 1507.2.1,
PhysicalProperties
ASTM D1970
'2015
R905.2.3 R905.1.1
1507.2.5, R905.2.4
Physical Properties
ASTM D3462
2010
1507.2.7.1, R905.2.6.1
Wind Resistance
ASrM D3161
2016
1507.2.7.1, R905.2.6.1
Wind Resistance
ASTM D7158
2011
1507.2.7.1, R905.2.6.1
Wind Resistance
TA5107
1995
3. REFERENCES:
Entity
Examination
Reference
Date
GAF (PDM 1915)
Letter of Equivalency
Seal -A -Ridge Impact Resistant IR
01/13/2012
PRI (TST 5878)
Physical Properties
GAF-025-02-01
03/27/2002
PRI (TST 5878)
ASTM D3462
GAF-059-02-01
09/0212004
PRI (TST 5878)
ASTM D3462
GAF-080-02-01
05/25/2005
PRI M 5878)
Physical Properties
GAF-324-02-01
12/01/2011
PRI (TST 5878)
Wind Driven Rain
GAF-407-02-01
01/21/2013
UL (TST 1740)
ASTM D3462
93NK6295
11/29/1993
UL TST 1740)
ASTM D3462
99NK43835
01/12/2000
UL DST 1740)
TAS 107
94NK9632
03/29/2000
UL (TST 1740)
ASTM D3462
01NK06632
02/02/2001
U L (TST 1740)
ASTM D3161, TAS 107
OINK9226
05/21/2001
UL (TST 1740)
ASTM D3161
DIN ' K37122
12/18/2001
UL (TST 1740)
ASTM D3462
OINK37122
12/19/2001
UL (TST 1740)
ASTM D3161, TAS 107
02NK12980
04/10/2002
UL (TST 1740)
ASTM D3161,-TAS 107
02NK30972
09/09/2002
UL (TST 1740)
ASTM D3161
03CA5367
03/11/2003
UL M 1740)
ASTM D3462
03NK26444
10/17/2003
UL (TST 1740)
ASTM D3462
04NK13850
06/07/2004
UL (TST 1740)
ASTM D3161
04NK13850
06/23/2004
UL 0 ST 1740)
ASTM D3161
04NK30546
03/10/2005
UL M 1740)
ASTM D3462
04NK22009
05/06/2005
LL (TST 1740)
ASTM D3161
04NK22009
05/09/2005
LIL (TST 1740)
ASTM D3462
OSNK27924
02/10/2006
UL (TST 1740)
ASTM D3161
05NK27924
02/11/2006
UL (TST 1740)
AST M D3161, D3462
06CA18077
06/05/2006
UL (TST 1740)
ASTM D3161, D3462
06CA19074
06/16/2006
LIL (TST 1740)
ASTM D3161,133462
06CA35251
10/18/2006
UL (TST 1740)
ASTM D3462
06CA31603
12/01/2006
UL (TST 1740)
ASTM D3161, D3462
06CA4109S
12/27/2006
UL (TST 1740)
ASTM D3161
07NK05228
03/13/2007
Ut (TST 1740)
ASTM D3161
06CA31611
04/04/2007
UL (TST 1740)
ASTM D3161
06CA61148
04/09/2007
UL (TST 1740)
ASTM D3161, D3462
07CA31742
11108/2007
UL (TST 1740)
ASTM D3161, D7158, D3462
OBCA06100
03/13/2008
Evterior Research and Design, U.C. Evaluation Report 01506.01.08-R22
CerWone OfAutholftoWm M03 EDITION (2017) FBC NON-HVHZ EvAuuA noN FL10124-R20
GAF Asphalt Roof Stilingles Revision 22:09/20/2017
Page 2 of 6
r-Nl��
'--, �TRINITY I ERD
Ka1w
Examination
Reference
Date
ULCM1740)
ASTM D3161,133462
07CA55908
04/01/2008
UL (TST 1740)
ASTM D3161,D3462
09CAlOS92
03/26/2009
Ul: (TST 1740)
ASTM D3161, D3462
09CA06856
05/15/2009
UL (TST 1740)
ASTM D3161, D7158, D3462
09NK06647
08/01/2009
UL (TST 1740)
ASTM D3161, D7158, D3462
09CA27281
08/27/2009
UL (TST 1740)
ASTM D3161, D7158, D3462
IOCA35554
03/05/2010
UL M 1740)
ASTM D3161, D7158, D3462
IOCA13686
05[1512010
UL (TST 1740)
ASTM D3462
10CA07264
05/27/2010
UL O-ST 1740)
ASTM D3462
IOCA11953
10/29/2010
UL (TST 1740)
ASTM D3161, D7158, D3462
IONK11951
10130/2020
UL(TST1740)
ASTM D3161, D7158, D3462
1ONK12070
11/04/2010
UL (TST 1740)
ASTM D3161,D7158,D3462
OSCA06100
01/30/2010
U L (TST 1740)
ASTM D3161,D7158,D3462
10CA53934
03/31/2011
UL M 1740)
ASTM D3161, D7158, D3462
11CA48924
10/22/2011
UL (TST 1740)
ASTM D3161, D7158, D3462
11CA47919
12/03/2011
U L (TST 1740)
ASTM D3161, D7158, D3462
IICA48408
12/08/2011
UL (TST 1740)
ASTM D3161, D7158, D3462
11CA48725
12/09/2011
UL, U.C. (TST 9628)
ASTM D3462
12CA34891
10/12/2012
UL, U.C. M 9628)
ASTM D3161, D7158, D3462
12CA58151
02/15/2013
UL, LLC. (TST 9628)
ASTM D3161
12CA38083
02/26/2013
UL, LILC. (TST 9628)
ASTM D3161
13CA32332
06/18/2013
UL, U-C. (TST 9628)
ASTM D3161
13CA37934
08/02/2013
UL, LLC. (TST 9628)
ASTM D3161,-D7158,-03462
4786975675
07117/2015
UL, U-C. M 9628)
ASTM D3161,D7158,D3462
4787434542
05/17/2016
UL, LUC. (QUA 9625)
Quality Control
Inspection Report R21, Mobile, AL
10/25/2016
UL, ULC. (QUA 9625)
Quality Control
Inspection Report, R21, Myerstown, PA
10/20/2016
UL, U-C. (QUA 9625)
Quality Control
Inspection Report, R21, Tuscaloosa, AL
11/11/2016
UL, U-C. (QUA 9625)
Quality Control
Inspection Report, R21, Michigan Cty, IN
11/01/2016
UL, U-C. (QUA 9625)
Quality Control
Inspection Report R21, Shafter, CA
11/17/2016
UIL, U-C. (QUA 9625)
Quality Control
Inspection Report, R21, Savannah, GA
11/11/2016
UL, UC. (QUA 9625)
Quality Control
Inspection Report, R21, Minneapolis, WIN
10/25/2016
U L, U-C. (QUA 9625)
Quality Control
Inspection Report, R21, Mt. Vernon, IN
10/25/2016
UL, U.C. (QUA 9625)
Quality Control
Inspection Report, R21, Baltimore, MD
10/21/2016
UL, U-C. (QUA 9625)
Quality Control
Inspection Report, R21, Tampa, FL
11/17/2016
UL, LLC. (QUA 9625)
Quality Control
Inspection Report, R21, Dallas, TX
11/04/2016
UL, U-C- (QUA 9625)
Quality Control
Inspection Report, R21, Ennis, TX
11/03/2016
UL, U-C. (QUA 9625)
Quality Control
Inspection Report, R21, Fontana, CA
11/01/2016
4. PRODUCT DESCRIPTION:
4.1, Asphalt Shingles
4.1.1 MarquisO WeatherMaxO, Royal SovereignO and Sentinel'a are a fiberglass reinforced 3-tab asphalt roof
shingles.
4.1.2 CamelotO, CamelotO 11, Fonitud&", Glenvvood�, Grand Ca-nY-0 G nd S 0, Grand SequoiaO IR,
Grand Sequoia* ArmorShielcl�, MonacoO, SiennaO, im , e American HarvestO, TimberlineO
ArmorShielcl� 11, TimberlineO Natural ShadowO, Timberline HD , TimberlineO Cool SeriesO, Timberline Ultra
HDO and WoodlandO are fiberglass reinforced, laminated asphalt roof shingles.
4A.3 SlatellneO is a fiberglass reinforced 5-tab asphalt roof shingle.
4.2 Hip & Ridge Shingles
4.2:1 Seal-A-RidgeO Ridge Cap Shingles, Seal-A-RiidgeO IR Impact -Resistant Ridge Cap Shingles, Seal-A-Ridgeo
ArmorShielcl� Ridge Cap Shingles and TimbertexQ Premium Ridge Cap Shingles are fiberglass reinforced, hip
and ridge asphalt roof shingles.
Exterior Research and Design, LLC. EvaluatiDn Report 01506.01.084M
CMIPMe OfAutharmatkn #9sa3 EDMON (2017) FBC NON-HVHZ EVALUA nON FL10124-RZO
GAF Asphalt Roof Shingles Revision 22:09/20/2017
Page 3 of 6
INITY I ERD
4.3 Accessary Starter StrIpF.
4.3.1 Pro-StartO Eave/Rake Starter Strip Shingles and WeatherBlockerm Premium Eave/Rake Starter Strip Shingles
are starter strips for asphalt roof shingles.
4.3.2 QuickStartO Peel & Stick Starter Roll is a is a mineral -surfaced, fiberglass -reinforced, self -adhering SBS
modified bitumen starter strip, nominal 9-inch x 33 ft roll, for use with asphalt shingles with exposure of 6-
inch or less.
4.3.3 Starter!Vlatch� Starter Strip Shingles are color -coordinated starter strips for use With Grand Canyono and
Grand SequoiaO series asphalt shingles. StarterMatchm are installed as the second starter for Grand
CanyonO and Grand SequoiaO series installations.
5. LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinity I ERD nor Robert Nieminen, P.E. are, in any way, the
Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was
used for permitting or design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions.
53 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials
Directory for fire ratings of this product.
5.4 Wind Classification:
5.4.1 The GAF asphalt shingles noted in Section 4.1 are Classified in accordance with FBC Tables 1507.2.7.1 and
R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for
use in all Wind zones up to V.,d = 150 mph (VuK = 194 mph). Refer to Section 6 for installation requirements
to meet this wind rating.
5.4.2 The GAF hip & ridge shingles noted in Section 4.2 are Classified in accordance with FBC Tables 1507.2.7.1
and R90S.2.6.1 to ASTM D3161, Class F, indicating the shingles are acceptable for use in all wind zones up
to V.,d = 150 mph (V,ft = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating.
5.4.3 Classlfication�by ASTIM D7158 applies only to exposure category B or C, as defined in FBC 1609.4.3, and a
mean roof height of 60 feet or less. Calculations by a qualified design professional are required for
conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle.
5.5 All products in the roof assembly shall have quality assurance audit in accordance with FJLC. Rule 61G20-3.
6. INSTALLATION:
6.1 Undedayment:
6.1.1 Underlayment shall be acceptable to GAF and shall hold current Florida Statewide Product Approval, or be
Locally Approved per Rule 61G20-3, per FBC 1507.23, 1507.2.4 or R905.23.
6.2 Starter Shingles or Starter Strip:
6.2.1 Installation of Pro -Start Eave/Rake Starter Strip Shingles, WeatherBlocker Premium Eave/Rake Starter Strip
Shingles and Quickstart Peel & Stick Starter Roll shall comply with the GAF current published instructions.
6.3 Asphalt Shingles:
6.3.1 Installation of asphalt shingles shall comply With the GAF current published instructions, using minimum four
(4) nails per shingle in accordance with FBC 1507.2.7 or R905.2.6, with the following exceptions:
• Camelot, Camelot 11, Grand Canyon, Grand Sequoia, Grand Sequoia IR, Grand Sequoia ArmorShield,
and Woodland require minimum five (5) nails per shingle.
• Slateline requires minimum six (6) nails per shingle.
6.3.2 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6
or R905.2.5. Staples are not permitted.
6.3.3 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are
required. Contact the GAF for details.
Exterior Reseamb and Design, U.C. Evaluation Report 01506.01.08-1122
Cenificate OfAldho&wtlan 99503 6P EDITION (2017) FBC NON-HVHZ EVALUATION FL10124-R20
GAF Asphalt Roof Shingles Revision 22:09/20/2027
Page 4 of 6
k ,
\�TRINI-rYJERD
6.4 Hip & Ridge Shingles:
6.4.1 Installation of Seal -A -Ridge Ridge Cap Shingles, Seal -A -Ridge IR Impact -Resistant Ridge Cap Shingles and
Seal -A -Ridge ArmorShield Ridge Cap Shingles shall comply with the GAF current published instructions with
a minimum two (2) nails, minimum 3/8-inch head diameter, per shingle and nominal 0.25-inch diameter
beads of Henkel "Loctite PLS30 Roof & Flashing Sealant".
— 11.51 — Sealant
(292 Min) 1 .
2 Sellanto
(25 MM) 5 Enduft ddtanchffilb
0
12'
Nafl (305 MM)
F Claw
6 518' 7 M' Clouer
(168 - f9 MM)
12'
(305 Mm)
6.4.2 Installation of Tumbirtex Premium Ridge Cap Shingles shall comply wifth GAF current published Instructions
with a minimum two (2) nails, minimum 3/8-inch head diameter, per shingle and beads of Sonneborn NPI
Gun Grade Polyrurethane Sealant or Henkel PIL Roofing and Flashing Sealant.
Its, Sealard
—j7--(2a2 Wants
(2,5 M.) Er%lLdtd'dtarxhW
Nall
C!SM 12,
Cbuer (305mn)
ir
(229 mm)
- tr
(305 no)
6.4.3 Fasteners shall be in accordance with GAF published requirements, but not less than FBC 1507.2.6 or
R905.2.5. Staples are'not permitted.
Exterior Reseamh and Design, LLC. Evaluation Report 01506.02.08-1122
C"fleate of Autharflotion #9503 6m EDmoN (2017) FBC NON-HVHZ EYAWATION IFI-10124-R20
GAF Asphalt Roof Shingles Revision 22:09/20/2017
Page 5 of 6
T INI-rYIERD
7. LABELING:
7.1 Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC
Table 1507.2.7.1 / R905.2.6.1.
8. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product. 1
9. MANUFACTURING PLANTS:
Contact the named CIA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA
requirements.
10. QUALITY ASSURANCE ENTITY:
LIL LLC— QUA9625; (847) 664-3281
_ END OF EVALUATION REPORT -
Exterior Research and Design, MC. Evaluation Report 01506.01.08-1122
certipme of Anthomation Mai 6" EDITION (2017) FBC NON-NVHZ EVALUATION FL10124-RZO
GAP Asphalt Roof Shingles Revision 22:09/20/2017
Page 6 of 6