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EXTERIOR RESEARCH&DESIGN,LLC.
Certificate.of Authorization 119503
T�N� 1 1 ERD 353;CHRISTIAN STREET,UNIT#13
OXFORD,CT 06478
PHONE:(203)262-9245
FAX:(203)262-9243
EVALUATION REPORT
Allied Building Products Corp. Evaluation Report A42960.10.12-R3
dba TRI-BUILT Roofing Products FL16048-R3
9050 Louisiana Street Date of,Issuance:10/25/2012
Merrillville,IN 46410 Revision 3: 10/08/2015
SCOPE:
This Evaluation Report is issued under Rule 61G20=3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida.The documentation submitted has been reviewed by Robert Nieminen,
P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The
products described herein have been evaluated for compliance with the 5th Edition,'(2014) Florida Building Code
sections noted herein.
DESCRIPTION: TRI-BUILT Roof Underlayments i
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPLIANCE: This Evaluation_Report is valid until such time as the named products)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 "Trinity IERD 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
i . 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 S.
Prepared by:
g.
RobertJ:M.Nieminen,P.E. The facsimile sealapperingwas authorized byRobert Nieminen,
,�,yi P.E on 10108%2015.This does not serve as an electronically signed
Florida Registration No.59166,Florida DCAANE2983 document,signed,sealed hardcopleshave been transmitted tothe
Product Approval Administrator and to the named client
CERTIFICATION OF INDEPENDENCE:
1. Trinity IERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2. Trinity I ERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen,P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the
product.
5. This is a building code evaluation. Neither Trinity 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.
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TRINITY ERD
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category: Underlayment
Compliance Statement: TRI-BUILT Roof Underlayments,as produced by TRI-BUILT, 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
1507:3.4,1507.2.8;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:
inti 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 S40540.03.14 03/26/2014
ERD(TST6049) Physical Properties S44870.04.14-2 04/02/2014
ERD(TST6649) Physical Properties 544870.04.14-3 04/02/2014
ERD(TST6049) Physical Properties 544870.04.14-1 04/10%2014
ERD(TST6049) Physical Properties S44870.04.14-4 04/10/2014
ERD(TST6049) Physical Properties 543530.02:14-1-R1 05/14%2014
ERI)(TST6049) Physical Properties 543530.05:14 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 $C8520.04.15 05/27/2015
UL,LLC.(QUA9625) Quality Control Multiple-Listing R16.814 09/04/2015
UL,I.W.(QUA9625) Quality:Control Service Confirmation Exp.10/16/2617
4. PRODUCT DESCRIPTION:
4.1 Self-Adherine Underlayments:
4.1.1 Tri-Built Sand-R SA Shingle Underlayment is a self-adhering, glass-mat reinforced, sand-surfaced, SBS
modified bitumen roof underlayment,.wth a 36-inch sheet width.
4.1.2 Tri-Built S/A HT TU Underlayment is a self-adhering, non-woven polyester fabric surfaced,SBS modified
bitumen roof underlayment
4.1.3 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 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.
5.2 This Evaluation Report is not for use in the HVHZ.
5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials
Directory for fire ratings of this product..
Exterior Research and Design,I.I.C. Evaluation Report A42960:10.12-R3
Certificate of Authorization#9503 FL16048-R3
Revision 3:10/08/2015
Page 2 of 5
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rTRINITYI ERD.
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 AHJ 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:
OM-" 3 "?SF xky.
Underlayment Asphalt Nall-On Tile Foam-on Tile Metal Wood Shakes Slate
Shingles ii &Shingles
Tri-Built Sand-R SA Shingle yes No No No Yes Yes
Underlayment
Tri-Built S/A HT TU Yes Yes Yes Yes Yes Yes
Underlayment See 5.5.1
Tri-Built Smooth HT S/A
Underlayment Yes No No Yes Yes Yes
r'
5.5.1 "Foam-On Tle" is limited to use of the following Approved the adhesives unless tensile adhesion/long
term aging data from an accredited testing laboratory is provided.
Tri-Built S/A HT TU Underlayment with 3MTm 2-Component Roof Tile Adhesive AH-160(FL6332)or Dow
TileBond"'Roof Tile Adhesive(FL717)
5.6 Allowable substrates are noted below:
5.6.1 Direct-Bond to Deck:
Tri-Built Sand-9 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 D.41 primed OSB;i ASTMID41 primed structural
concrete.
While not required over plywood,OSB or Southern Yellow Pine substrates,TRI-BUILT recommends priming
the deck if the final roof cover is not slated for installation within 24 hours. Note: TRI-BUILT 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:
Tri-Built S/A HT TU 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,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
i or TAS 114,Appendix J.
5.6.3 Bond to Mechanically Attached Base Laver:
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,base layer shall be attached
per minimum requirements of FRSA/TRI April 2012(04-12).
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Exterior Research and Design,LLC. Evaluation Report A42960.10.12-R3
Certifltate of Authorkaffon#9503 FL16048-113
Revision 3:10/08/2015
Page 3 of 5
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TRINITY I ERD
5.6.4 Wind Resistance for Underlayment Systems in Foam=On Tile Apolications: FRSA/TRI April 2012 (04=12)
does not address wind uplift resistance of all underlayment systems beneath foam-on the systems,where
the underlayment forms part of the load path. The following wind uplift limitations apply to direct-deck
underlayment systems that are not addressed in FRSA/TRI April 2012(04-12)and are used in foam-on the
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 .0 1 margin of safety.
per FBC 1504.9 has already been applied). Refer to FBC 1609 for determination of design wind pressures.
5.6.4.1 Maximum Design Pressure=45.0 nsf.
Deck: Min.:15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Primer: (Optional)ASTM D41
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.
6. INSTALLATION:
6.1 TRI-BUILT Roof Underlayments shall be installed in accordance with TRI-BUILT 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-R SA Shingle Underlayment Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HIT S/A
Underlayment:
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 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 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. All over-granule end-laps
shall be sealed using either heat-welding or hot air welding techniques.
When installing at slopes above 8:12, Allied Building Products Corp recommends back-nailing in the
overlap area at the top of the sheet at 12-inch o.c.
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 HTTU Underlayment 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.
Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the
underlayment.
Exterior Research and Design,U.C. Evaluation Report A42960.10.12-R3
Certificate of Authorization#9503 FL36048-R3
Revision 3:10/08/2015
Page 4 of 5
QOTIRUNITYIERD
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
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-
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Exterior Research and Design,LLC. Evaluation Report A42960.30.12-R3
Certffl[are ojAuthorizatlon N9503 1`11161048-113
i Revision 3:10/08/2015
Page 5 of 5
EXTERIOR RESEARCH&DESIGN,I.I.C.
Certificate of Authorization#9503
TRINITY I 353i CHRISTIAN STREET,UNIT#13
ERD OXFORD,CT 06478
(203)262-9245
EVALUATION REPORT
CertainTeed Corporation Evaluation Report 3532.09.05-1112
20 Moores Road FL5444-R11
Malvern,PA 19355 1 Date of Issuance:09/22/2005
(610)651-5847 Revision 12:06/06/2017
SCOPE:
i
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 5th Edition(2014)Florida Building Code sections noted herein.
DESCRIPTION: CertainTeed Asphalt Roofing Shingles.
LABELING: Labeling shall be in accordance with the requirements of 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 prod,uct(s) changes, the referenced
Quality Assurance documentation changes,or provisions of the Code that relate to the product change. Acceptance of this
Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the
referenced Quality Assurance documentation changes. Trinity IERD requires a complete review of this Evaluation Report
relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 12.
i
Prepared by:
',Vangerp,r��
Robert J.M.Nieminen,P.E. os _-_ C ^?w The facsimile seal appearing was authorized by Robert Nieminen,
P.E.on 06/06/2017.This does not serve as an electronically signed
q •�S�p1�, �a� document.Signed,sealed hardcopies have been transmitted to the
Florida Registration No.59166,Florida DCA ANE1983
'�'•. Product Approval Administrator and to the named client
CERTIFICATION OF INDEPENDENCE:
1. TrinityJERD does not have, nor does it intend to acquire or will it acquire, a financial interest'in any company manufacturing or
distributing products it evaluates.
2. Trinity ERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates.
i3. 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 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 dor design guidance unless retained
specifically for that purpose.
TRINITY I ERD
ROOFING SYSTEMS EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category: Asphalt Shingles
Compliance Statement: CertainTeed Asphalt Roofing Shingles, as produced by CertainTeed Corporation, have
demonstrated compliance with the following sections of the Sth Edition (2014) Florida Building Code and 51h Edition
(2014) Florida Building Coder 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 Property Standard Year
1507.2.5,R905.2.4 Physical Properties ASTM D3462 2009
1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D3161,Class F 2009
1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D7158,Class H 2008
3. REFERENCES:
Entit Examination Reference Date
UL(TST 1740) ASTM D3161 94NK9632 05/15/1998
UL(TST 1740) ASTM D3161 99NK26506 11/23/1999
UL(TST 1740) ASTM D3161 03CA12702 05/27/2003
UL(TST 1740) ASTM D3161 03CA12702 06/16/2003
UL(TST 1740) ASTM D3161 03NK29847 10/03/2003
UL(TST 1740) ASTM D3161 04CA11329 05/24/2004
UL(TST 1740) ASTM D3161 04CA32586 12/03/2004
UL(TST 1740) ASTM D3161 05NK07049 04/15/2005
UL(TST 1740) ASTM D3161 05NK16778 05/12/2005
UL(TST 1740) ASTM D3161 05CA16778 05/12/2005
UL(TST 1740) ASTM D3161 05NK14836 05/22/2005
UL(TST 1740) ASTM D3161 05NK22800 06/22/2005
UL(TST 1740) ASTM D3462 R684 09/21/2005
UL(TST 1740) ASTM D7158 05NK08037 06/28/2006
UL(TST 1740) ASTM D3161&D3462 09CA28873 07/23/2009
UL(TST 1740) ASTM D3462 IOCA41303 10/07/2010
UL(TST 1740) ASTM D3161 IOCA41303 10/08/2010
UL(TST 1740) ASTM D7158 10CA41303 10/27/2010
UL(TST 1740) ASTM D3161&D3462 IOCA44960 11/11/2010
UL LLC(TST 9628) ASTM D3161,D3462&D7158 13CA32897 11/21/2013
UL LLC(TST 9628) ASTM D3161,D3462- TFWZ.R684 04/22/2014
UL LLC(TST 9628) ASTM D7158 TGAH.11684 04/22/2014
UL LLC(TST 9628) ASTM D3161&D3462 4786334434 09/16/2014
UL LLC(TST 9628) ASTM D3161&D3462 4786570826 02/12/2015
UL LLC(TST 9628) ASTM D3161,D3462&D7158 4786570717 12/16/2015
UL LLC(TST 9628) ASTM D3161&D3462 4787195678 02/09/2016
UL LLC(TST 9628) ASTM D3161,D3462&D7158 4787380356 10/26/2016
UL LLC(TST 9628) ASTM D3462 4787380357 10/13/2016
U L LLC(TST 9628) ASTM D7158 4787380357 11/08/2016
UL LLC(TST 9628) ASTM D3161 4781380357 11/09/2016
UL LLC(TST 9628) ASTM D3161,D3462&D7158 4787586427 01/25/2017
UL LLC(QUA 9625) Quality Control Service Confirmation Exp.03/09/2020
Exterior Research and Design,I.I.C. Evaluation Report 3532.09.05-1112
Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION FL5444-Rll
CertainTeed Corporation;(610)651-5847 Revision 12:06/06/2017
Page 2 of 12
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4. PRODUCT DESCRIPTION:
4.1 CT2W1,XTI 25,XTI 30 and XTI 30 IR are fiberglass reinforced,3-tab asphalt roof shingles.
4.2 Arcadia TM, Belmont°, Belmont® IR, Carriage House Shangle®, Grand Manor 'Shangle®, Landmark"',
Landmark*"' IR, Landmark— Pro, Landmark*"" Premium, Landmark•"" ,TL, Landmark"" Solaris and
Landmark''Solaris IR are fiberglass reinforced,laminated asphalt roof shingles.
4.3 NorthGateTm is a fiberglass reinforced,laminated,SBS modified bitumen roof shingle.
4.4 Presidential Shakey"', Presidential Shaker"",IR, Presidential Shake TLTm and Presidential Solaris'M are
fiberglass reinforced,architectural asphalt roof shingles.' 1
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4.5 HatterasTm,Highland SlateTm and Highland SlateTm IR are fiberglass reinforced,4-tab asphalt roof shingles.
4.6 PatriotTm is a fiberglass reinforced asphalt roof strip-shingle (with no cut-outs)I providing a laminated
appearance through an intermittent shadow line with contrasting blend drops for color definition.
4.7 Presidential Accessory, Accessory for Hatteras, Shangle RidgeTm, Shadow Ridge'"", Cedar CrestTm, Cedar
CrestTm IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip
and ridge installation.
4.8 Any of the above listed shingles may be produced in AR(algae resistant)versions.
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
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 Wind Classification:
5.4.1 All shingles noted herein 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 us in all wind zones
UP to Vasd= 150 mph (V,,it= 194 mph). Refer to Section 6 for installation requirements to meet this wind
rating.
5.4.2 Presidential Accessory,Accessory for Hatteras,Shangle Ridge,Shadow Ridge,Cedar Crest, NorthGate Ridge
and NorthGate Accessory hip&ridge shingles have been evaluated in accordance with ASTM D3161,Class
F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP 1 adhesive or
Henkel PLO Polyurethane Roof & Flashing Sealant, applied as specified;in manufacturer's application
instructions, for use in wind zones up to Vasd=150 mph(V„It=194 mph).
5.4.3 Classification by ASTM D71SS applies to exposure category B or C and a building 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.
5.4.3.1- Analysis in accordance with ASTM D7158 indicates the measured uplift resistance,(RT)for the CertainTeed
asphalt roofing shingles listed in Section 4.1 through 4.6 (except Presidential Solaris-) exceeds the
calculated uplift force (FT) at a maximum design wind speed of,Vasd = 150 mph (V,dt = 194 mph) for
residential buildings located in Exposure D conditions with no topographical variations (flat terrain)
having a mean roof height less than or equal to 60 feet. The shingles are permissible under Code for
installation in these conditions using the installation procedures detailed in this Evaluation Report and
CertainTeed minimum requirements, subject to minimum codified fastening requirements established
within any local jurisdiction,which shall take precedence.
5.5 All products in the roof assembly shall have quality assurance audits in accordance with the Florida Building
Code and F.A.C.Rule 61G20-3.
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Exterior Research and Design,LLC. Evaluation Report 3532.09.05-R12
Certificate ofAuthoriration#9503 FBC NON-HVHZ EVALUATION FL5444-R11
CertainTeed Corporation;(610)651-5847 Revision 12:06/06/2017
Page 3 of 12
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6. INSTALLATION:
6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle
manufacturer's minimum requirements.
6.1.1 Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide
Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or
R905.2.3.
6.2 Installation of asphalt shingles shall comply with the CertainTeed Corporation current published
instructions, using minimum four(4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6
and the minimum requirements herein.
6.2.1 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.
6.2.2 Where the roof slope exceeds 21 units vertical in 12 units horizontal,use the"Steep Slope"directions.
6.3 CertainTeed asphalt shingles are acceptable for use in reroof(tear-off)or recover applications,subject to the
limitations set forth in FBC Section 1510 and CertainTeed published installation instructions.
6.4 CT20"",XTr'"25;XT""30,XTTM'3018 F ;
LOW AND STANDARD SLOPE STEEP SLOPE
ENGLISH 12" 12" 12" Use four nails and six spots of asphalt roofing cement*for every full
(305 mm)� :(305 mm)-- . .(305 mm) shingle(Figure II-�.Asphalt roofing cement meeting ASTM D4586
1"(25 mm) _Sealant 1"(25 rn Type II is suggested.
5 5/e"(145 mm)
5112"p� orwoad ---- ---- ----
nt
METRIC 131/a" 131/0" 131/8" —.{ --
'Roofing Cement.
1"(25 inm) Sealant 1"(25 mm) Apply 1"(25 rum)spots of asphalt roofing cement
under each tab corner.
6 /s" Figure 114:Use four nails andsfn spots ofasP&t cement on steed slopes
sCAUPION:.Excessive use of roofing cement can cause shingles
to blister.
Figure 113:Usefournailsfor eueryfuU shingle.
6.4.1 Hip&Ridge for CT201 XT'"'25 XTI 30,XT""30 IR: Cut Shingles
25 mm I�— - 2"(50 mm} Remove �.� tem
( )r t� 1�..- �•.I I 5„— -12 (305 mm) g
�l— — — _t1/_ _ _ _� (125mm) --. sae`25��1
_ — 12”
Cap Cap cap 305 mm)
Shingle Shingle Shingle 5e)a Sh°o �l
\1j45�;�at Not�xpOdV\ate
Figure II-24.•crit tabs,then trim back to make cap sbingles l5�iz
(Bnglisb dimensions sboum).
Figure 11-25:Installation of asps alongg the hips and ridges.
6.4.1.1 -For ASTM D3161,Class F performance use BASF"Sonolastic®NPJTI"adhesive or Henkel "PL®Polyurethane
Roof&Flashing Sealant",in accordance with CertainTeed requirements.
Exterior Research and Design,I.I.C. Evaluation Report 3532.09.05-R32
Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION F1.5444-1111
CertainTeed Corporation;(610)651-5847 Revision 12:06/06/2017
Page 4 of 12
QOTRINITYIERD
6 h c
LOW AND STANDARD SLOPE STEEP SLOPE
Use SIX nails for every full shingle located as shown below. Use SIX nails and FOUR spots of asphalt roofing cement for every full
shingle as shown below.Apply,asphalt roofing cement 1"(25 mm)
from edge of shingle.Asphalt roofing cement meeting ASTM D 4586
Type II is suggested.
f 1'(25 inn) 1'(25 0—�
Nail Line
i
Nail w1•(S inn) 1'(25mn)+
Nail L'me
i
Figure 2:Use six nails for emiy fill shingle.
Figure 3:Use six nails and four spots of asphalt
roofing cement on steep slopes.
6.5.1 Hip&Ridee for Arcadia': Cedar CreStTM,Cedar Crest'"'IR
Use two (2), minimum 1%-inch long fasteners per shingle. For the starter shingle, place fastener 1-inch
from each side edge and about 2-inch up from the starter shingle's exposed butt edge,ensuring minimum
%-inch embedment into the deck,or full penetration through the deck. For each full Cedar.Crest shingle,
place fasteners 8-5/8-inch up from its exposed butt edge and 1-inch from each side edge.
For ASTM 03161,Class F performance use BASF"Sonolastic®NP1"adhesive or Henkel"PL®
Polyurethane Roof&Flashing Sealant",in accordance with CertainTeed requirements,to hand-seal
Cedar Crest shingles. Apply NP.1 or PL adhesive from the middle of the shingle's raised overlay on the
top piece and extending approximately 4-inch along the sides of the headlap along a line%to 1-inch from
each side of the shingle's headlap. Immediately align and apply the overlying shingle,gently pressing tab
sides into the adhesive,and install nails. To secure the other side,apply a 1-inch diameter spot of NP 1 or
PL adhesive between the shingle layers.
Hand-sealing adhesive
f
8.
i
4"
203 mm) l(305 mrr') ` 1/4"
Pre ELI
I.-V 0` 3/4" I�
0
✓l,I.���tt�l
Dab of asphalt
cement between 1"
shingle layers
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Exterior Research and Design,U.C. Evaluation Report 3532.09.05-R12
Certificate ofAuthoriration#9503 FBC NON-HVHZ EVALUATION FL5444-R11
CertainTeed Corporation;(610)651-5847 Revision 12:06/06/2017
Page 5 of 12
TRINITY I ERD
� ¢ r
6.6 BELMONT®OR BELMONT®IRr
Low and Standard Slope Steep Slope(greater than 21:12):
(2:12 to 21:12): Use SEVEN nails and EIGHT spots of
Use FIVE nails for every full Belmont shingle, asphalt roofing cement"for every full
located as shown below. Belmont shingle.Apply asphalt roofing
cement 1"(25mm)from edge of shingle-
1 112'(36mm) See below_Asphalt roofing cement meeting
cr less
ASTM D4586 Type II is suggested_
5+6•(16 mm) 6 Sib' 1112'c38 mm)
Lj REL (220 mm) or lea
o Additional nails it required. r—' I}1. " 1'[25 rmnl—1 +—
516'(16 mm) 859
{ (226 mm)
1•(25 mm) Roofing Cement
6.6.1 Hip&Ridge for Belmont"or Belmont"IR:
6.6.1.1 Option 1: For Belmont®,refer to instructions herein for Cedar Crest"I or Cedar CrestTm IR hip and ridge
shingles. For Belmont"IR,refer to instructions herein for Cedar CrestT IR hip and ridge shingles.
6.6.1.2 Option 2: For Belmont": Shangle"Ridge
Remove tape
12. ��181Exposure
from the right side
1
J* and fasten� 80� SECOND
Fasten the
left side 858- RIGHT
Remove FIRST J
This Tape LEFT
Figure 17-19:Installation of Sbangle®Ridge shingles
Figure 17.18:Sbangleo Ridge. on bips and ridges.
6.6.1.3 For ASTM D3161,Class F performance use BASF"Sonolastic°NMI"adhesive or Henkel"PL®
Polyurethane Roof&Flashing Sealant",in accordance with CertainTeed requirements.
Exterior Research and Design,I.I.C. Evaluation Report 3532.09.05-R32
Certificate ofAuthorization#9503 FBC NON-HVHZ EVALUATION FL5444-R11
CertainTeed Corporation;(610)651-5847 Revision 12:06/06/2017
Page 6 of 12
I
'JNTRINI-rYIERD
6.7 CARRIAGE F�DUSE SHAHIGLE®AND GRAND1,IIANOR SHANG E r r j "?
LOW AND STEEP SLOPE
STANDARD SLOPE Use seven nails and three spots of asphalt roofing cement for every
Use five nails for every full Shangle. full Grand ManorShangle.Use five nails aod.three.spots of asphalt
roofing 6666.for every full Carr)age House Shangle and Centennial
Slate.Apply asphalt roofing cement 1"(25 mmj,from edge of shingle
(Figure 17-5).Asphalt roofing cement meeting ASTM D4586 Type 11
1" 1 is suggested.
1—(25 mm) (25 mm)
5/8" 8 5/8" (38.1nm)
(16 mm) (220 mm) 1 or less 1"
�} (--(25 mm) (25 mm)
Figure 17-9•Use,flty nailsforetMfull Grand dlanorShangk, 518 58 B"
Carriage House Sh4ngle,or Centennial Slate. (16 mm) 1 (220 mm)
(26 mm) Rioflnp Cun�id'
Figure 17-5:WeanJusklling0randManor,Shmgles on steepslopes,
use saran"nails and lbree spots ofaspball roofing cement.
6.7.1 Hip&Ridge for Carriage House Shangle®and Grand Manor Shansle:Refer to instructions herein for
Shangle®Ridge hip and ridge shingles
� � f
6.8 Lg1N-6WAT_,"`;LANDMARK'"'IR,,%WQMARKr°PROrh'LANDMARK PRRMIUM�)"14ANDMARK," TL,LANDMA'-'
SOLARIS LINDMARKT"T SOLARIS IRDIORfiHGATE 2 � ) F
LOW AND STANDARD SLOPE LANDMARK TL
METRIC DIMENSIONS 14m 13" 143
x(3433 31/
m)-►�--(330 mm)-►+-(343 mm)--H
12" 14314" 12" 1 --1"(25 mm)] 1"(25 mm)-►I r-
r-(305 mm)—[--(375 mm)-•+-(3.05 min)�{
I�1"(25 mm) Reiease.Tape
Nailable
Area Figum 13.4:Useforw aailsforerety_frdl sbingie
I
NorthGate:
WIDE
NAMG 12" 14 314' 12'
AREA I+ (305 mm)--:a-f—(375 mm) +(305 mm)
Nallrg Units
1'(25 mm) UFpe nellne —
ower rid ire
F )'
I
Naing areas forlow and standard slopes(from 212 to 21:12)
Nal behveen upper&k:wet has as shown above.
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Exterior Research and Design,I.I.C. i Evaluation Report 3532.09.05-R12
Certificate of Authorization 119503 FBC NON-HVHZ EVALUATION FL5444-R11
CertainTeed Corporation;(610)651-5947 Revision 12:06/06/2017
Page 7 of 12
TRINITY ERD
STEEP SLOPE
Use six nails and four spots of asphalt roofing cement for every full LANDMARK TL
laminated shingle.See.belom Asphalt roofing cement should meet
ASTM 045961Ype ti.Apply t"spots of asphalt roofing cement unde
each corner and at about 12"to 13'`in from each edge. 131(x" 13" 13112"--�
(343 mm) 030 mm) (343 mm)
METRIC DIMENSIONS �li-1"(25 mm) 1"(25 mm)
12" +—143/4" 12"
{305 mm) (375 mm) (305 mm) 11'-►�! 1
(25 mm) — (25 mm)
Release T1 aS 1"(25mm)-*j •-
W Area
For-Steep.
I. Ffgwel3-5.'Use six nafls mu/faursJxifsof
(25�mm)i ——— i rra/rbatt moftngcW=1 on skipstop"
(25 mm;
Rooting cement
NorthGate:
STEEP 12" 14-W' 12"
SLOPE +-,—(305 mm)——(375 mm——(305 mm}-►(
NAILING
RiEA G
ANaftin mils
.-1"(25 mm) betweetfer 1"(25 mm)—.- -.—
na roes.
Roofing Cement
Nailing areas for steep slopes(greater than 21:12)
and"Stornt•Nailing"
Nail between lower 2 nail lines as shown above.
6.8.1 Hip&Ridge for Landmark*"A.Landmarks""IR,LandmarkTM"Pro Landmark'"'Premium Landmark'"'TL
Landmarks'"Solaris.landmarks""Solaris IR NorthGate:
_6.8.1.1 Option 1: Shadow Ridge TM or NothGate Accessory
12" 9TAr
(305mm) (250mra)
415116'--4+---415116
(150 m) 050mm) (125m m) i (125mm)
t
Notch for Notch for
Centering Centering
12° f 131/4° \ f
(305mm) Notches"'Alignmeirt to (337mm) Notches for Alignment to
the Top Edge of the Previous T the Top Edge of the Previous 7518'
Capfor5"(125mm)Fxposure{1 m) 0apfor551B°{141mm)ExpD$9re (196(mm)
English Dimension Metric Dimension
Shadow Ridges"' Shadow Ridges"
Exterior Research and Design,U.C. Evaluation Report 3532.09.05-R12
Certiftate of Authorization#9503 FBC NON-HVHZ EVALUATION FL5444-R11
CertainTeed Corporation,(610),651-5847 Revision 12:'06/06/2017
Page 8 of 12
TRINITY l ERD
9 27/d2'
•—'—(250 mm)
415M6'(125 mm)
131/8"
IIf,—(333 nim)—►
Centathtg Notch
065/8-i-*L6 5/8'yl
I i68 mm 168 mm
13114' `T
(m7mm) ` f T Centering
Align these Notch
notches to top 7 131, R
edge of (194 mm) (337 mm) \��n III./ t
prtrii011S GOUrid 7 5/
notches to tap
edge of (imm)
;;Previous course.
NorthGate Ridge NorthGate Accessory
/Laying Notch
125r^m) I I I
i r I I i
I '
i
Figme13:20.•Usehongnoklw to centersbinglas on.hipsmrd
MgM,and to locate the conwtarposam
6.8.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic® NP1—" adhesive or Henkel "PL®
Polyurethane Roof&Flashing Sealant",in accordance with CertainTeed requirements.
6.8.1.3 Option 2: Refer to instructions herein for Cedar CrestTm,Cedar Crest7l IR hip and,ridge shingles.
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Exterior Research and Design,U.C. Evaluation Report 3532.09.05-1112
Certificate of Authorization 119503 FBC NON-HVHZ EVALUATION FL5444-R11
CertainTeed Corporation;(610)651-5847 Revision 12:06/06/2017
Page 9 of 12
' I
TRINITY I ERD
6.9 PRESIDENTI7dLSHAKE",PRESIDENTIALSHAKET""IR,PRESIDENTIAL SHAKETL'"',PRESI[)ENTIAL SOLARIST'": '
LOW AND STANDARD SLOPE: STEEP SLOPE:
ForFor low and standard slopes,use five nails for each fill Presidential For.steep slopes,use nine nails for each full Presidential shin0eand
F
low
shown below. apply i'diameter spots of asphalt roofing cement under each shingle tab,
After applying 5 nails In between the nailing guide lilies,apply 4 nails 1'
Nailing 40"-moi above tab cutouts maldng certain tabs of overlying shingle cotter nails.
Guide Lines (1016 mm)
5114' -�
(133 mm) • . .. 141!4" 11
" [m)38 FEY�j (362 mm) ' • • ' i
—• ——y----•-- --• 1.
NOTE:Apply'natls on painted guideline.
Figure 1646•FasteningPiesidenNal and Presidential Tb Shake 1'diameter asphalt roofing cement
shingles on lour and standard slopes
Figura 16-7.'FasfningPresidenffal and PrasidenudT/L Sbake
sbingles on steep slopes.
6.9.1 Hip&Ridge for Presidential Shake'',Presidential Shake TM IR Presidential Shake TV ,Presidential
Solaris''":
6.9.1.1 Option 1:Presidential Accessory
PRESIDENTIAL ACCESSORY
Presidential accessory shingles can'be used for covering hips and
ridges.Apply shingles up to the ridge (expose no more than 7"from
the bottom edge of the"tooth."Fasten each accessory with two fas-
teners.The fastener's must be 1314"long or longer,so.they penetrate
either 3/4" into the deck,or completely through the deck.Presidential
accessory comes in two different sizes:Accessory produced in
Birmingham,AL is 12"x 12': ;Portland,OR produces 97�V x 131/4'
accessory.
6.9.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic® NPI'm" adhesive or Henkel "PL®
Polyurethane Roof&Flashing Sealant",in accordance with CertainTeed requirements.
6.9.1.3 Option 2:Refer to instructions herein for Cedar Crest'',Cedar CrestTM'IR hip and ridge shingles.
6.10 HATTERAS'°A
1 ] —
..>_�: _s-, 'mac_. ��3....-. .r. •�- ,._.� .'.� a,..1. �. _ �......, t, ...�.�.
LOW,STANDARD AND STEEP SLOPE: 9 5 9 a
I (230 mm) (230 mm) (230 mm) (230 mm) I
I (230 mm) (230mm) (230 mm) (230 mm) t(25man)_ _ fMM)--i -
1" i" 9318"
(25 IMM)__1 (240mm)
93!8" aeollnOCement
L_ (240ram)
Figmr IS-l:FaVeiNng 0nnems Shingles on Sieep.Volxx
Pur steep slopes,use fire nails and eight spots of asphalt roofing
Figrue 15.3:Frulening Hatteras Sbineles on cement for each Full Itattery shingle as shown above.Apply I'
Lore and Slandard Slopes (25mm)diameter spots of roofing cement(4TM D 4586 T'Pe II
For low and standard slopes,use fire na lls for each full suggested)under each tab comer.Press shingle Into place;do not
ilaaems shingle as shorn above. expose cement.
CALMON:Too much roofing cement can cause shingles to blister.
Exterior Research and Design,LLC. Evaluation Report 3532.09.05-R32
Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION FL5444-R11
CertainTeed Corporation;(610)651-5847 Revision 12:06/06/2017
Page 10 of 12
I
TRINI0 -rYIERD
6.10.1 Hip&Ridge for Hatteras'"":
6.10.1.1 Option 1: Accessory for Hatteras
Fasten both sides
i
•• S
Figure15=14:18 tbiee jnece.un>ttS seji(irate.to make -
5..4 Hatteras Accessory sbMgles.
6.10.1.2 Option 2: Cut Hatteras Shingles
(230;1nm)
I I. Fasted
18,11:(460 fn n) Both
S a`25�m1
-- ------ — 460`mm)
Cap Cap Cap Cap.
Shingle. Shi.rigle, Shingle. $hingl.e `2
' I
Figure 15-20:Cut Hatteras,sbinglesto make coney cap Figure 15-21.InstaQUon of,cads along hips and ridges,
6.10.1.3 For ASTM D3161, Class F performance use BASF"Sonolastic® NPI"' adhesive or Henkel "PL° Polyurethane
Roof&Flashing Sealant",in accordance with CertainTeed requirements. i'
6.11 HIGHLAND SLATE'"',FIIGHLAND SLATE'''IRy Y c �
LOW AND STANDARD SLOPE: STEEP SLOPE- ;I
s s F r s Use FIVE naus and BIGHT spots of asphalt roofing cement for each
°0ml wdmnt piommt fail Mghland slate shingle.For hfi••amt-Dade,SIX nails are required.
Apply 1'diameter spotsof asphalt roofing cement under each tab
RS�mm1 as�) corner.Asphalt roafingcement meeting ASTM D4586 Type H is suggested.
g3/g• I �vm)'. rywmml Ine.ml aseom7�
(210 mm{
Miand-neds"Ired
SU(nmb(twon9ils --
insl9lletl over,oeedr
mdoul es shoivo). WzmiDedemQums 1•RS nm) - R/�^'^)
W(neastkomils
iftsWed wrwdw J
Fi re 113:UseFflBnails r' shingle
udoutas�own} -- R00%gCem
L'a fo eaeryHlgWand 57ate shingle:
Figure 113A:'Use FM nails and eight spots of asphait
roofing cement under each tab corner
'CAUTION:Excessive'use of roofing cement can cause shingles
to blister.
6.11.1 Hip&Ridge for Highland Slater"°,Highland SlateTM'IR:Refer to instructions:herein'for Cedar CrestT°",Cedar
Crest'""IR or Shangle Ridge T"hip and ridge shingles.
Exterior Research and Design,LLC. I Evaluation Report 3532.09.05-R32
Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION FL5444-Rll
CertainTeed Corporation;(610)651-5847 Revision 12:06/06/2017
Page 31 of 12
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��TRINITYJEREI
6.12 PATRIOTT"' �` r<
LOW AND STANDARD SLOPE STEEP SLOPE s r
Use FOUR nails for every full shingle located as shown below. Use FOUR nails and four spots of asphalt roofing cement for every full
shingle as shown below.Asphalt roofing cement meeting-ASTM D4596
Type R is suggested.Apply 1'(25 mm)spots of asphalt roofing
Sealant cement as shown.
_ CAUTION:Excessive use of roofing cement can cause shingles to blister.
6-1i8 �1'(Z5 mm) j————j j•(25 mm}-�
(156 mm) IT
(31333-) [3133311 (333mm) " t:so7j
6ara�t
T peanep Cement
l—1t 1m/rn) +r 333un) --j— G 12-IN �l
6.12.1 Hip & Ridge for Patriot'': Refer to instructions herein for Cedar Crestym, Cedar Crest'"" IR, Shadow Ridge'm,
NorthGate or Shangle RidgeTM'hip and ridge shingles.
7. LABELING:
•7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of 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.
9. MANUFACTURING PLANTS:
Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA
requirements.
10. QUALITY ASSURANCE ENTITY:
UL LLC—QUA9625;(414)248-6409;karen.buchmann@us.ul.com
-END OF EVALUATION REPORT-
Exterior Research and Design,LLC. Evaluation Report 3532.09.05-R32
Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION FL5444-R11
CertainTeed Corporation;(610)651-5847 Revision 12:06/06/2017
Page 12 of 12
TRINITY I ERD
' ..* ^A l.:: .-.! .... .(,:.: a �:;y. *- Yl:.::v .Y.,ei,- rte:. n':• /•
(.,..
n":
.,n
+<rAPPENDIX>1:'p:A E ,,. iF r
„ „TT CHM NT RE UIREMENTSWR,WINDUP.LIF�,RESISTAN Ec, > a. n� trY+ m. n ::psi
a
..:_ _..
Table Deck Application Type Description Page
M
1A-1 Wood New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 4
1A-2 Wood New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 5
_1B _Wood -New,Reroof(Tear-Off)-or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 5
1C Wood New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 6
1D Wood New,Reroof(Tear-Off)or Recover D Prelim.Attached Insulation,Mech.Attached Base Sheet,Bonded Roof Cover 6
—- - --1E-1----- --Wood--------- =.New or Reroof(Tear-Off)- - --=E-- -_= _- -Non-Insulated;Mech.Attached Base Sheet,Bonded-Roof Cover = --- -7- - -- -
3E-2 Wood New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 8
1F Wood New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 8
2A Steel or Conc. New,Reroof(Tear-Off)or Recover B Mech:Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 9
2B Steel or Conc. New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 10
2C Steel or Conc. New,Reroof(Tear-Off)or Recover D Prelim.Attached Insulation,Mech.Attached Base Sheet,Bonded Roof Cover 11
3A-1 Concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 12-14
3A-2 Concrete New or Reroof(Tear-Off) A-1 Bonded Temporary Roof,Bonded Insulation,Bonded Roof Cover 15
3B Concrete New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover ' 35
4A LWIC New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 16-17
413 LWIC New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 17
4C LWIC New or Reroof(Tear-Off) E Non-insulated,Mech.Attached Base Sheet,Bonded Roof Cover 18-20
SA CWF New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover' 21
513 CWF New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 22
5C CWF New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 22
5D CWF New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 23
SE CWF New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 23
6A Gypsum New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover $. 24
6B Gypsum New,Reroof(Tear-Off);or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 25
6C Gypsum New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 25
6D Gypsum New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 25
7A Various Recover A-1 Bonded Insulation,Bonded Roof Cover 26-27
713 Various 'Recover F Non-Insulated,Bonded Base Sheet,Bonded Roof Cover 27
The follow inn notes apply to the systems outlined herein:
1. The roof system evaluation herein pertains to above-deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the AHI. Load resistance of the
roof deck shall be documented through proper codified and/or FBC Approval documentation.
2. Insulation/base sheet fasteners shall be of sufficient length for the following deck engagement:
➢Wood: Minimum 0.75-inch penetration.
D Steel: Minimum 0.75-inch penetration and engage the top flute of the steel deck.
➢Concrete: Minimum 1-inch embedment into pilot hole in accordance with fastener manufacturers published installation instructions.
3. Unless otherwise noted,insulation may be any one layer or combination of polyisocyanurate,polystyrene,wood fiberboard,perlite,Dens Deck,Dens Deck Prime,SECUROCK Gypsum-Fiber Roof Board or SECUROCK
Glass-Mat Roof Board that meets the CA requirements of F.A.C.Rule 61G20-3 and is documented as meeting FBC 1505.1 and,for foam plastic,FBC 2603.4.1 or 2603.6,when installed with the roof cover.
Exterior Research and Design,LLC.d/b/a Trinity ERD Evaluation Report A42970.10.12-113 for FL16027-Rl
Certificate of Authorization#9503 Revision 1:03/23/2015
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 1 of 27
Q`TRINITYIERD
14. Unless otherwise noted,refer to the following references for bonded base,ply or cap sheet applications.
s� ,:.Vt 7.: t srv� sE'�f , �;;.;i} � ..k .r`, x},--.,,., s 4•• 4,S'� i rn r;s. � < +;4 �2 r"f t.i; t ;�,,i x::-: }» 1 xx 3':k+`.* S a,: 61 dk x`,r-,'� § o '�x;4
.. ,.s• ., xTksl�1.TRI BUILT RooF Covens S M�� ��� � `� �� �t +� "� ,
Reference Layer Material Application
BP-AA Base FBC Approved ASTM D4601,Type II
HA at 20-40 lbs/square
(Base and Ply sheets,Asphalt-Applied) Ply FBC Approved ASTM D2178,Type IV or VI
SBS-AA Cap TriBuilt SBS Granular HA at 20-40 lbs/square
(SBS,Asphalt-Applied)
SBS-TA
(SBS,Torch-Applied) Cap TriBuilt SBS Granular Torch Applied
r T
SBS-SA
(SBS,Self-Adhering) Cap TriBuilt SA SBS Ca
,1,
APP-TA Base or Ply TriBuilt APP Smooth_ k
(APP,Torch-Applied) y; ti'u Cap ''TnBuilt APP Smooth TnBuilt APP Grariular ,,,,. <
plied
L.
.APP-SA
(APP,Self-Adhering) Cap TriBuilt SA APP Cap Self-Adhering
15. The following represent priming requirements for gypsum-based coverboards:
➢ Dens Deck and Dens Deck Prime shall be.field-primed with ASTM D41 primer prior to self-adhering or torch-applied membrane application. No priming is required for hot-asphalt membrane applications.
➢ SECUROCK Gypsum-Fiber Roof Board does not require field priming for any membrane application.
16. "MDP"=Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads.Refer to FBC 1609 for determination of design wind loads.
Exterior Research and Design,LLC.d/b/a Trinity ERD Evaluation Report A42970.10.12-R1 for FL16027-R1
Certificate of Authorization#9503 Revision 1:03/23/2015
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 3 of 27
�TRINITYJ ERD
TABLE IE-2:WOOD DECKS—NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER
SYSTEM TYPE E: NON-INSULATED,MECHANICALLY ATTACHED BASE SHEET,BONDED ROOF COVER
System Deck(See Note 1) Base Sheet Roof Cover MDP
No. Base Fasteners Attach Ply ---Cap (Psf)-
Min.19/32-inch
Polyglass Elastobase,Polyglass Elastobase
- OMG Flat Bottom Plates(square)with 12-inch o.c.in 4-inch lap and 12-inch (Optional)One or
-- --_- --- - --- -- - - --- -Poly,Polyglass G2 Base,CertainTeed -- SBS AA,SBS-
W4 -plywood at max. Roofgrip#14;Dekfast Hex with Dekfast#14 - -o.c.in twos equally spaced,staggered--- more BP-AA-or-- - ----—-_- --52.5- - -- -
24-inch spans Glasbase,Firestone MB Base,JM Perma- orTruFast MP-3 with TruFast HD center rows APP-TA TA,APP-TA
Ply 28,Tamko Glass Base or GAFGLAS#75
Min.19/32-inch 12-inch o.c.in 4-inch lap and 12-inch SBS-SA,APP-
SA
Polyglass Elastobase or Polyglass Dekfast Hex with Dekfast#14 or TruFast MP- One or more 565- ; -
W-2 plywood at max. O.C.in two,equally spaced,staggered SA,SBS-TA or -52.5
24-inch spans Elastobase Poly with poly top surface 3 with TruFast HD center rows APP-TA
Min.19/32-inch 12-inch o.c.in 4-inch lap and 12-inch (Optional)One or
Polyglass Elastobase or Polyglass OMG Flat Bottom Plates(square)with SBS-AA,SBS-
W-3
plywood at max. Elastobase Poly Roofgrip#12 o.c.in two,equally spaced,staggered more BP-AA or TA,APP-TA -60.0
24-inch spans center rows APP-TA
Min.19/32-inch SA 12-inch o.c.in 4-inch lap and 12-inch SBS-SA,APP-
W-4 plywood at max. Polyglass Elastobase or Polyglass OMG Flat Bottom Plates(square)with o.c.in two,equally spaced,staggered One or more SBS- SA,SBS-TA or -60.0'
24-inch spans Elastobase Poly with poly top surface Roofgrip#12 center rows APP-TA
TABLE 1F:WOOD DECKS—NEW CONSTRUCTION ORREROOF(TEAR-OFF)
SYSTEM TYPE F:NON-INSULATED,BONDED ROOF COVER
System Deck Primer Roof Cover MDP
No J ;,£ Ply Cap
omtTrea`tment Base C
3 ?v t
W 5_ . ( _ _ .. .
:(Optional);SBS SA or 585 5A APP SA 565`TA y. 9
T r Mm 15/32 inch plywood , w.
at'rriax.24-inch spans Phonal)ASTM D41 None 565-SA APP-TA o'r APP-TA""" 0.0
Min.15/32-inch plywood . Plywood joints are covered with 4-inch wide strips of TriBuilt SA (Optional)SBS-SA or SBS-SA,APP-SA,SBS-TA
W-6 at max.24-inch spans (Optional)ASTM D41 SBS Base,rolled into place to create continuous bond. TriBuiit SA SBS Base APP-TA or APP-TA 97'5
Exterior Research and Design,LLC.d/b/a Trinity)ERD Evaluation Report A42970.10.12-R1 for FL16027-R1
Certificate of Authorization#9503 Revision 1:03/23/2015
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 8 of 27