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EXTERIOR RESEARCH&DESIGN,LLC.
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Certificate of Authorization#9503
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TRINITY 1TM ERD 353 CHRISTIAN STREET,UNIT#13
OXFORD,CT 06478
(203)262-9245
EVALUATION REPORT j
GAF Evaluation Report 01506.01.08-1122
1 Campus Drive j FL10124-R20
Parsippany, NJ 07054 Date of Issuance:01/03/2008
(800)766-3411 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
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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 6th Edition '(2017)'Florida Building Code
sections noted herein.
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DESCRIPTION:-GAF Asphalt Roof Shingles— —
LABELING: 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 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. TrinityIERD 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 rTrinityl ERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed,then itishall be one in its entirety.
INSPECTION:Upon request,a copy of this entire Evaluation Report shall be provided to the user by the manufacturer OF
its distributors and shall be available for inspection at the job site at the request of the Building;Official.
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This Evaluation Report consists of pages 1 through 6.
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Prepared by: —
o,� Vit.• '�, I
Robert J.M.Nleminen,P.E.
j„�� y Thefacsimile seal appearing was authorized by Robert Nieminen,
Florida Registration No.59166,Florida DCA ANE1983 ��' �rrrrt� P.E.Ion 09/20/2017.This does not serve as an electronically signed
document
CERTIFICATION OF INDEPENDENCE:
1. Trinityl ERD does not have, nor does it intend to acquire or will it acquire, a financial interest1n any company manufacturing or
distributing products it evaluates. I i
2. Trinityl 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.
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 on which this Evaluation Report,or previous versions thereof,is/was used for pmittingjoi design guidance unless retained
specifically for that purpose.
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T-RINI-1Y ERD
ROOFING SYSTEMS EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category: Asphalt Shingles
Compliance Statement: GAFF Asphalt Roof Shingles, as produced by GAF, have demonstrated compliance with the
following sections of the 6 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: i
Section Prope Standard Year
1507.2.4/1507.1.1, Physical Properties 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 ASTM D3161 2016
1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D7158 I 2011
1507:23.1;11905:2.6-1 Wind Resistance- TAS 10 1995 -
3. REFERENCES:
intnt Examination Reference Date
GAF(PDM 1915) Letter of Equivalency Seal-A-Ridge Impact Resistant IR i, 01/13/2012
PRI(TST 5878) Physical Properties GAF-025-02-01 03/27/2002
PRI(TST 5878) ASTM D3462 GAF-059-02-01 09/02/2004
PRI(TST 5878) ASTM D3462 GAF-080-02-01 05/25/2005
PRI_(IS_T_5878) Physical-Properties GAE 324 0201 12/01/2011
PRI(TST 5878) Wind Driven Rain GAF-407-02-01 01/21/2013
UL(TST 1740) ASTM D3462 93NK62S 11/29/1993
UL(TST 1740) ASTM D3462 99NK43835 01/12/2000
UL(TST 1740) TAS 107 94NK9632 I 03/29/2000
UL(TST 1740) ASTM D3462 01NK06632 02/02/2001
UL(TST 1740) ASTM D3161,TAS 107 01NK9226 05/21/2001
UL(TST 1740) ASTM D3161 OINK37122 12/18/2001
UL(TST 1740) ASTM D3462 01NK37122 12/19/2001
UL(TST 1740) ASTM D3161,TAS 107 02NK12980 04/10/2002
UL(TST 1740) ASTM D3161,TAS 107 02NK30871 09/09/2002
UL(TST 1740) ASTM D3161 03CA5367 03/11/2003
UL(TST 1740) ASTM D3462 03NK26444 10/17/2003
UL(TST 1740) ASTM D3462 04NK13850 J 06/07/2004
UL(TST 1740) ASTM D3161 04NK13850 06/23/2004
UL(TST 1740) ASTM D3161 04NK30546 03/10/2005
UL(TST 1740) ASTM D3462 04NK22009 05/06/2005
U L(TST 1740) ASTM D3161 04N K22009 05/09/2005
UL(TST 1740) ASTM D3462 05NK27924 02/10/2006
UL(TST 1740) ASTM D3161 05NK27924 02/11/2006
UL(TST 1740) ASTM D3161,D3462 06CA18077 06/05/2006
UL(TST 1740) ASTM D3161,D3462 06CA18074 06/16/2006
UL(TST 1740) ASTM D3161,D3462 06CA35251 ti 10/18/2006
In (TST174 ASTM DR462 06CA31603 I 12/01/2006
UL(TST 1140) ASTM D3161,D3462 06CA41095 12/27/2006
UL(TST 1740) ASTM D3161 07NK05228 03/13/2007
U L(TST 1740)__ _ ASTM D3161. 06CA31611. 04/04/2007 _
UL(TST 1740) ASTM D3161 06CA61148 04/09/2007
UL(TST 1740) ASTM D3161,D3462 07CA31742 11/08/2007
U L(TST 1740) ASTM D3161,D7158,D3462 08CA06100 I 03/13/2008
Exterior Research and Design,I.I.C. Evaluation Report 01506.01.08-R22
Certificate of Authorization#9503 (P EDITION(2017)FBC NON-HVHZ EVALUATION FL10124-1120
GAF Asphalt Roof Shingles Revision 22:09/20/2017
Page 2 of 6
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Enti Examination Reference Date
UL(TST 1740) ASTM D3161,D3462 07CA55908 j 04/01/2008
UL(TST 1740) ASTM D3161,D3462 09CA10592 03/26/2009
UL(TST 1740) ASTM D3161,D3462 09CA06856 05/15/2009
UL(TST 1740) ASTM D3161,D7158,D3462 09NK06647 i 08/01/2009
UL(TST 1740) ASTM D3161,D7158,D3462 09CA27281 08/27/2009.
U L(TST 1740) ASTM 133161,137158,133462 IOCA35554 ? 03/05/2010
UL(TST 1740) ASTM D3161,D7158,D3462 10CA13686 05/15/2010
UL(TST 1740) ASTM D3462 10CA07264 05/27/2010
UL(TST 1740) ASTM D3462 IOCA11953 10/29/2010
UL(TST 1740) ASTM D3161,D7158,D3462 1ONK11951 ; 10/30/2010
UL(TST 1740) ASTM D3161,D7158,D3462 1ONK12070 ! 11/04/2010
UL(TST 1740) ASTM 133161,137158,133462 08CA06100 01/30/2010
UL(TST 1740) ASTM D3161,D7158,D3462 IOCA53934 03/31/2011
UL(TST 1740) ASTM D3161,D7158,D3462 11CA48924 10/22/2011
U L(TST 1740) ASTM D3161,D7158,D3462 11CA47919 f 12/03/2011
UL(TST 1740) ASTM D3161,D7158,D3462 11CA48408 12/08/2011
UL(TST 1740) ASPM D3161,D7158,D3462 11CA48725 I 12/09/2011
UL-LLC-(TST 9628)--ASTM D3462- _ 12CA3489r 10112/2012
UL,LLC.(TST 9628) ASTM D3161,D7158,D3462 12CA58151 02/15/2013
UL,LLC.(TST 9628) ASTM D3161 12CA38083 02/26/2013
UL,LLC.(TST 9628) ASTM D3161 13CA32332 06/18/2013
UL,LLC.(TST 9628) ASTM D3161 13CA37934 I i 08/02/2013
UL,LLC.(TST 9628) ASTM 133161,137158,133462 4786875675 07/17/2015
UL,LLC.(TST 9628) ASTM D3161,D7158,D3462 4787434542 05/17/2016
UL,L.I.C.(QUA 9625) Quality Control Inspection Report i R21,Mobile,AL 10/25/2016
UL,LLC.(QUA 9625) Quality Control Inspection Report,,R21,Myerstown;PA 10/20/2016
UL,LLC.(QUA 9625) Quality Control Inspection Report,1121,TUSc6loosa,iAL 11/11/2016
UL,LLC.(QUA 9625) Quality Control Inspection Report,'R21,Michigan Cty,IN 11/01/2016
UL,LLC.(QUA 9625) Quality Control Inspection Report,.,R21,Shafter,CA11/17/2016
UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Savannah,GA 11/11/2016
--- -UL,LLC.(QUA 9625) Quality Control- ----- Inspection Report'�1121,Minneapolis,MN 10/25/2016--___ -
UL,LLC.(QUA 9625) Quality Control Inspection Report,iR21,Mt:Vernon;IN 10/25/2016
UL,U.C.(QUA 9625) Quality Control Inspection Report,,R21,Baltimore,MD 10/21/2016
UL,LLC.(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,LLC.(QUA 9625) Quality Control Inspection Report,1121,Ennis,TX 11/03/2016
UL,U.C.(QUA 9625) Quality Control Inspection Report iR21,Fontana,CA 11/01/2016
4. PRODUCT DESCRIPTION:
4.1 Asphalt Shingles:
4.1.1 Marquis® WeatherMax®, Royal Sovereign® and Sentinel® are.a fiberglass reinforced 3-tab asphalt roof
shingles.
4.1.2 Camelot®, Camelot® II, Fortitude', Glenwood'"", Grand Canyon®; Grand Sequoia®, Grand Sequoia® IR,
Grand Sequoia® ArmorShieldTM, Monaco®, Sienna®, Timberline® Americano Harvest®, Timberline®
ArmorShieldTM' II,Timberline® Natural Shadow®, er Ine 1, berline®CooF, eries®,Timberline Ultra
HD®and Woodland®are fiberglass reinforced,la halt roof shingles.
4.1.3 Slatelinem is a fiberglass reinforced 5-tab asphalt roof shingle.
4.2 Hip&Ridge Shingles:
4.2.1 Seal-A-Ridge® Ridge Cap Shingles, Seal-A-Ridge® IR Impact-Resistant Ridge Cap Shingles, Seal-A-Ridge®
- - ArmorShield'Ridge Cap Shingles and Timbertex®Premium Ridge Cap Shingles are'fiberglass reinforced,hip -and ridge asphalt roof shingles.
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Exterior Research and Design,I.L.C. i Evaluation Report 01506.01.08-1122
Certificate ojAuthorization 119503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL10124-1120
GAF Asphalt Roof Shingles Revision 22:09/20/2017
Page 3 of 6
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4.3 Accessory Starter Strips:
4.3.1 Pro-Start®Eave/Rake Starter Strip Shingles and WeatherBlocker'' PremiumPVe/Rake Starter Strip Shingles
are starter strips for asphalt roof shingles.
4.3.2 QuickStart® 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 StarterMatchTm Starter Strip Shingles are color-coordinated starter strips for; use with Grand Canyon® and
Grand Sequoia® series asphalt shingles. StarterMatchl are installed as the second starter for Grand
Canyon®and Grand Sequoia®series installations.
5. LIMITATIONS: ;
5.1 This is a building code evaluation. Neither Trinity)ERD nor Robert Niemi en, P . are, in any way, the
Designer of Record for any project on which this Evaluation Report, or previousiversions thereof, is/was
used for permitting or design guidance unless retained specifically for that purpose;
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5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions. I
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—5.3 -Fire-Classification-isnot-parr of this Evaluation Report;--refer to-currenrApproved-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) ith FBC Tables 1507.2.7.1 and
R905.2.6.1 to ASTM D3161,Class F and/or ASTM D7158,Class H,i dicating the shingles are acceptable for
use in all wind zones up to Vasd=150 mph (V„It=194 mph). Refer to Sectioh 16 for installation requirements
to meet this wind rating. j
5:4.2—The-GAF hip&ridge-shingles-noted-in Section 4:2-are Classified-in accord5nce-with-FBFTables-150-7 2.7:1--
and R905.2.6.1 to ASTM D3161,Class F, indicating the shingles are acceptable for use in all wind zones up
to Vasd=150 (
mph V
p „k=194 mph). Refer to Section 6 for installation requirements to meet this wind rating.
5.4.3 Classification by ASTM 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 F.A.C.Rule 61G20-3.
6. INSTALLATION:
6.1 Underlayment:
6.1.1 Underlayment shall be acceptable to GAF and shall hold current Florida Sta'tewid'e Product Approval, or be
Locally Approved per Rule 61G20-3,per FBC 1507.2.3,1507.2.4 or R905.2.3. j
6.2 Starter Shingles or Starter Strip:
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6.2.1 Installation of Pro-Start Eave/Rake Starter Strip Shingles,WeatherBlocker P,emium Eave/Rake Starter Strip
Shingles and QuickStart Peel&Stick Starter Roll shall comply with the GAF;current published instructions.
6.3 Asphalt Shingles: j
6.3.1 Installation of asphalt shingles shall comply with the GAF current published instructions,using minimum four
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(4)nails per shingle in accordance with FBC 1507.2.7 or R905.2.6,with the following exceptions:
➢ Camelot, Camelot II, Grand Canyon, Grand Sequoia, Grand Sequoia IR,Grand Sequoia ArmorShield,
1Noodiand-mgMra-nlnlT umflve-(5)-ffgs-pe .
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➢ 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. i
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. i
Exterior Research and Design,U.C. j j Evaluation Report 01506.01.08-1122
Certificate ofAuthoriiation 119503 6EDITION(2017)FBC NON-HVHZ EVALUATION ! FL10124-R20
GAF Asphalt Roof Shingles Revision 22:09/20/2017
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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, pershingle and nominal 0.25-inch diameter
beads of Henkel"Loctite PL S30 Roof&Flashing Sealant".
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(292
11.M rri) Sealant° 1° S811ante. ,
(25MIT! (25 inm) 'Ends it d 6tancheite
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1 (ads mm)
Nail
Clavo
6'51W-7 5/8" CIoUe
(168-194 mm) I I,
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(905 mm) I
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6.4.2 Installation of Timbertex Premium Ridge Cap Shingles shall comply with GAF current published instructions
with a minimum two (2) nails, minimum 3/8-inch head diameter, er shingle P, and;beads of Sonneborn NP1
Gun Grade Polyurethane Sealant or Henkel PL Roofing and Flashing Sealant
7a (2m Min)-I. eeTa►ti.
Beiiarrle�
MM) (254 M INiG�1IziE tJ�E�t14s� j � j
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Hau+et (9{I$Cttirf)
(299 rnm) j
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6.4.3 Fasteners shall be in accordance with GAF published requirements, but hot less than FBC 1507.2.6 or
R905.2.S. Staples are not permitted.
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Exterior Research and Design,I.I.C. j Evaluation Report 01506.01.08-1122
Certificate of Authorization 119503 6TH EDITION(2017)FBC NON-HVHZ EVALUATION FL10124-1120
----- GAF Asphalt Roof Shingles Revision 22:09/20/2017
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TRINITY ERD
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. I I
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;(847)664-3281
- END OF EVALUATION REPORT-
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Exterior Research and Design,LLC. j I Evaluation Report 01506.01.08-1122
Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL10124-RZO
GAF Asphalt Roof Shingles Revision 22:09/20/2017
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EXTERIOR RESEARCH&DESIGN,LLC.
Certificate of Authorization#9503
353 CHRISTIAN STREET,UNIT#13
NTINITYIERD OXFORD,CT 06478
(203)262-9245
EVALUATION REPORT f
Soprema,Inc. Evaluation Report 518010.06.09-1111
1640 rue Haggerty ! i FL2569-1113
Drummondville,Quebec J2C 5P8 Canada Date of Issuance:06/15/2009
(819)478-2400 !'^i Revision 11:10/06/2017
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 6th Edition' (2017) Florida Building Code
sections noted herein.
DESCRIPTION:Soprema Roof Underlayments
LABELING: Labeling shall be in accordance .with the requirements.the Accredited Quality Assurance Agency noted
herein. i
CONTINUED COMPLIANCE:This Evaluation Report is valid until such time as the named pros dct(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. Trinityl ERD requires a'complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT:The Evaluation Report number preceded by the words "Trinity IERDEvaluated" 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 requesti 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 8.
Prepared by:
r �.�SU'�ttt7rq,rry� i i �
Robert J.M.Nieminen,P.E. r e facsimile,seal appearing was authorized by Robert
Florida Registration No.59166,Florida DCA ANE1983 i�',r�i`s�lpN al�',�k Nieminen,P.E.on 10/06/2017.This does not serve as an
"`' electronically signed document
CERTIFICATION OF INDEPENDENCE: l 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
distributing products it evaluates.
2. Trinityl 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 manufaeturing!or distributing products for
which the evaluation reports are being issued. I i
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 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:
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1. SCOPE:
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Product Category: Roofing ;
Sub-Category: Underlayment
Compliance Statement: Roof Underlayments, as produced by Soprema, have demonstrated compliance with the
following sections of the 6h Edition (2017) 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 44174 2011
1504.3.1 Wind Uplift UL 1897 2012
1507.1.1,T1507.1.1,1507.2.9.2 Physical Properties ASTM,D1970 2015
1507.3.3 Physical Properties FRSA/TRI April 2012 2012
FRSA/TRI April 2012(04-12) Physical Properties ASTM�D6163 2008
—TAS-110 "Accelerated Weathering"- . TAS-110 2000
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3. REFERENCES:
Enti Examination Reference Date
ERD(TST6049) ASTM D1970/TAS 110 2968.05.04-2 05/14/2004
ERD(TST6049) Physical Properties 2757.012.05 02/03/2005
ERD(TST6049) ASTM D1970/TAS 110 2974.03.05-2 05/17/2005
ERD(TST6049) Wind Resistance 2778.07.05 07/15/2005
ERD(TST6049) Wind Resistance 2779.11.05 R1' 04/18/.2007
ERD(TST6049) TAS 103/TAS 110 S7120.!11.07-2 11/02/2007
ERD(TST6049) ASTM D1970/TAS 110 S13190.02.09-R1I 04/01/2010
ERD(TST6049) ASTM D1970/TAS 110 531370.03.10-1-R1 04/07/2010
ERD(TST6049) Physical Properties/Tensile Adhesion S11150.05.10-121; 09/09/2010
-- - --—ERD(TST6049) Physical Properties/Tensile Adhesion-'-—511150:0509-112: _—`-10/05/201
ERD(TST6049) ASTM D1970 S37210.11.11 11/09/2011
ERD(TST6049) ASTM D1970 S40540.02.13-1 I 02/19/2013
ERD(TST6049) Physical Properties/Tensile Adhesion 543530.02.14-1 02/21/2014
ERD(TST6049) Physical Properties/Tensile Adhesion SOPC-k7645.0115 02/13/2015
ERD(TST6049) Accelerated Weathering SOPC-SC8520.14 04/17/2015
ERD(TST6049) -"Wind Resistance SOPC-SC14045.05.17-R1 06/07/2017
M-D(CER1592) HVHZ Compliance 15-0508.04 09/24/2015
ICC-ES(EVL2396) 2015 IBC Compliance ESR-1524 03/01/2017
PRI(TST5878) Physical Properties SOP-064-02-01,, 12/03/2013
-- Soprema,Inc.(PDM3511) --Equivalency Declaration - ---SA SMOOTH PLY 40 - -- 06/29/2015 - --—
UL,LLC(QUA9625) Quality Control Service Confirmation Exp.07/18/2020
4. PRODUCT DESCRIPTION:
4.1 Lastobond TU HT is a self-adhering, non-woven polyester fabric surfaced, SBS modified bitumen roof
underlayment;meets ASTM D1970 and FRSA/TRI April 2012(04-12).
4.2 Lastobond Shield is a self-adhering, woven polyethylene surfaced, SBS modified bitumen roof
underlayment available in two widths;36 and 45 inch;meets ASTM D19701
4.3 RESISTO SA SMOOTH PLY 40 is a self-adhering,woven polyethylene surfaced,SBS modified bitumen roof
underlayment;available in 3.3 ft x 65 ft rolls;meets ASTM D1970.
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4.4- Lastobond Shield HT is'a self-adhering, woven polyethylene surfaced,- high temperature, SBS modified--"` - -
bitumen roof underlayment; meets ASTM D1910.
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Exterior Research and Design,I.I.C. Evaluation Report S18010.06.09-1111
Certificate of Authorization#_95036T"EDITION(2017)FBC NON-HVHZ EVALUATION ! F1.2569-1113
Soprema,Inc. Revision 11:10/06/2017
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4.5 Lastobond Pro HT-N is a self-adhering, woven polyethylene surfaced; SBS; modified bitumen roof'
underlayment available in two widths;36 and 45 inch;meets ASTM D1970. -- - - — -- ----
4.6 Lastobond Pro HT-S is a self-adhering, woven polyethylene surfaced, high temperature, SBS modified
bitumen roof underlayment;meets ASTM D1970.
4.7 Lastobond 195 is a self-adhering, glass-mat reinforced, sand surfaced, SBS, modified bitumen roof
underlayment;meets ASTM D1970.
4.8 Lastobond Eaves Protection Sheet is a self-adhering, glass-mat reinforced, sand-surfaced, SBS modified
bitumen roof underlayment;meets ASTM D1970.
4.9 Lastobond Eco is a self-adhering, glass-mat reinforced, sand-surfaced, SBS, modified bitumen roof
underlayment;meets ASTM D1970.
4.10 Lastobond Smooth Seal HT is a self-adhering, glass-mat-reinforced, film-'surfaced, SBS modified bitumen
roof underlayment;meets ASTM D1970.
ESIST�men
�Mth
a self-adhering, glass-mat reinforced, sand-surfaced, SBS modified bitumen roof
36-inch sheet width;meets ASTM D1970.
4.1_2 PrimeSource Grip_Rite_Eave&Valley Protector is a self-adhering, -mat_reinforced,-sand-surfaced,565
modified bitumen roof underlayment,with a 36-inch sheet width;,meets ASTM D1970.
11 4.13 RESISTO LB1244 is a self-adhering, glass-mat reinforced, sand-surfaced, SBS! modified. bitumen roof
underlayment,with a 44-inch sheet width;meets ASTM D1970.
4.14 Colphene FR GR is a self-adhering, fiberglass reinforced, granule-surfaced, SBS modified bitumen roof
underlayment;meets ASTM D1970 and FRSA/TRI April 2012(04-12).
5. LIMITATIONS: 4
S This is a building code evaluation Neither-Trinity IERD nor Robert-Nieminen;P:E—are,—Irfany-warmth
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 report; refer to current Approved Roofing Materials Directory for fire
ratings of this product.
5.4 Soprema 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:
'r€c- h `r'r .'z"v t -..C S r _. ziT. . t a s "i,✓.y ',.
TABLE 1 ROOF COVER OPTIONS
Asphalt Nail-On Foam-Ohl Wood Shakes&
Underlayment Metal Slate
Shingles Tile Tile I Shingles
Lastobond TU HT Yes ,Yes F Yes Yes Yes k fi Yep
See 5.5 „
z>
Lastobond Shield/Pro HT-N/RESISTO SA
�No r No° Na Yes Yes
SMOOTH PLY 40
;
Lastobond Shield HT/Pro HT-S
Lastobond Eaves Protection Sheet/
Lastobond 195No i y HYes 1 Yes
Lastobond ECO /RESISTO LB1236,
—- - Grip.
Rite Eave&Valley Protector/RESISTO u k^ex
hY�et,
LB1244 r t , N&tea 3 M n
Exterior Research and Design,I.I.C. Evaluation Report 518010.06.09-R31
Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL2569-R13
Soprema,Inc. Revision 11:10/06/2017
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Asphalt Nail-On Foam-On � Wood Shakes&
Underlayment Metal Slate
Shingles Tile Tile ( I Shingles
Lastobond Smooth Seal HT 'Yes' u ' " No ,,�?;ANO g W Yes Yes "F Yes
a,..
s -e�e �`s� iN '54A
i.✓YES
Colphene FR GR Yes Yes 9
M� r�E
'5.5.1 "Foam-On Tile"is limited to use of following Approved tile adhesives/unde'rlayment combinations.
_ r TABLE]A ALLOWABLE TILE ADHESIVE�;UNDERLAYMENT,COMBINATIONS -_$
,.:.a,
Adhesive Florida Product Approval . I Onderliyments
Dow TileBond' FL22525 Lastobond TU HT I 1 I
ICP Adhesives Polyset®AH-160 FL6332 Lastobond TU HT or Colphene FR GR
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5.6 Allowable Substrates:
5.6.1 Direct-Bond to Deck: !
Lastobond Shield, Lastobond Pro HT-N, RESISTO SA SMOOTH PLY 40, Lastobond Shield HT, Lastobond
Pro HT-S, Lastobond TU HT,Lastobond Eaves Protection Sheet, Lastobond 195,'Lastobond ECO,RESISTO
LB1236,Grip-Rite Eave&Valley Protector,RESISTO LB1244 or Lastobond,Smooth Seal HT applied to:
➢ Plywood;ASTM D41 primed plywood; OSB;ASTM D41 primed OSB; Southern Yellow Pine;ASTM D41
I primed Southern Yellow Pine;ASTM D41 primed structural concrete. I
Colphene FR GR applied to:
➢ Plywood;ASTM D41 primed plywood;ASTM D41 primed structural con rete.
Note. I l
➢ While not required over plywood, OSB or Southern Yellow Pine substrates, Soprema recommends
priming with Elastocol Stick or Elastocol 600c if the final roof cover isnot slated for installation within
24 hours.
- --➢r
Soprema-requirestongue=and-groove board- decking be covered"with-plywood- or OSB-prior to--- —�---'
installation of the self-adhering underlayment. j
5.6.2 Bond-to-Insulation:
Lastobond Shield, Lastobond Pro HT-N, RESISTO SA SMOOTH PLY 40, Lastobond Shield HT, Lastobond
Pro HT-S, Lastobond TU HT,Lastobond Eaves Protection Sheet,Lastobond 195,Lastobond ECO,RESISTO
-' - - "-LB1236,Grip-Rite Eave &Valley Protector, RESISTO LB1244,Lastobond SlrootF Seal HT or Colphene FR
GR applied to:
➢ Dens Deck Prime;SECUROCK Gypsum-Fiber Roof Board. I
For installation under mechanically attached prepared roof coverings, insulation shall be attached per
minimum requirements of the prepared roof covering manufactu rer's Product Approval. For installations
under foam-on tiles stems Lastobond TU HT only), �,
y ( y),insulation attachment'shall tie designed by a qualified
design professional and installed based on testing of the insulation/underlayment system in accordance
with FM 4474,Appendix D,Testing Application Standard TAS 1141 Appendix J or UL1807.
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'Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance.
Exterior Research and'Design,I.I.C. ;Evaluation Report 518010.06.09-R11
Certificate ofAuthorizatian#9503 6TH EDITION(2017)FBC NON-HVHZ EVALUATION ! I ; FL2569-R13
Soprema,Inc. i Revision 11:10/06/2017
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5.6.3 Bond to Mechanically Attached Base Laver:
Lastobond Shield, Lastobond Pro HT-N, RESISTO SA SMOOTH PLY 40, Lastobond Shield HT, Lastobond Pro
HT-S, Lastobond TU HT, Lastobond Eaves Protection Sheet, Lastobond 195, Lastobond ECO, RESISTO
LB1236,Grip-Rite Eave&Valley Protector, RESISTO LB1244,Lastobond Smooth Seal HT or Colphene FR GR
applied to:
➢ ASTM D226,Type I or II felt;Sopra-G;Modified Sopra-G.
For installations under mechanically attached prepared roof coverings, base layer shall be attached per
minimum codified requirements. For installations under foam-on tile systems (Lastobond TU HT only),
base layer shall be attached in accordance with 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 windluplift limitations apply to 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 to 1 margin of safety per FBC 1504.9 has
already been applied)-Refer to FRSA/TRI April 2012(04-12)or FBC 1609for determination of design wind
pressures.
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#1 Maximum Design Pressure=-45.0 psf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority
Having Jurisdiction.
Primer: (Optional)Elastocol Stick,Elastocol 600c or RESISTO EXTERIOR PRIMER
Underlayment: Lastobond TU HT or Colphene FR GR,self-adhered.
#2 Maximum Design Pressure=-67.5 psf:
Deck: Structural concrete to meet project requirements to 'satisfaction of Authority Having
Jurisdiction.
Primer: Elastocol 600c
Underlayment_ Lastobond TU HT or Colphene FR GR,self-adhered.
#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 d liven flush with' the surface. All sharp
splinters and wood projections shall be'removed/sanded.; - -
Primer: (Optional)RESISTO EXTERIOR PRIMER
Underlayment: Lastobond TU HT, self-adhered, shall be thoroughly, roll using hand roller and/or
weighted roller to ensure there are no voids, and ensureithere:are no voids/bridging at
- ----- - - — - side and end-laps.
#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: 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 (3),
equally spaced rows in the center of the sheet.
Underlayment: Lastobond TU HT or Colphene FR GR,self-adhered
5.6.4.1 All other direct-deck, adhered Soprema underlayment systems beneath foam-on the systems carry a
Maximum Design Pressure of-45 psf.
Exterior Research and Design,U.C. Evaluation Report S18010.06.09-1111
Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION F1.2569-1113
Soprema,Inc. Revision 11:10/06/2017
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5.6.4.2 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 IA. - --
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,l'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 1-29(January 2016)for.Zone 2/3 enhancements.
57 €xDosure-Limitation :
Lastobond Eaves Protection Sheet, Lastobond 195,Lastobond Eco, Lastobond Smooth Seal HT, RESISTO
LB1236,Grip-Rite Eave&Valley Protector or RESISTO LB1244 shall not be lift exposed for longer than 30-
days after installation.
Lastobond Shield,Lastobond Pro HT-N,RESISTO SA SMOOTH PLY 40,Lastl bond Shield HT or Lastobond
Pro HT-S shall not be left exposed for longer than 90-days after installation: I
Lastobond TU HT or Colphene FR GR shall not be left exposed for longer than 180':days after installation.
5.8 Tile Slippage Limitations(TAS 103 per FRSA/TRI April 2012(04-12W
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 baftens during loading of the roof
tiles. 1
TABLE 2 TILE SLIPPAGE LIMITATIONS FOR DIRECTDECK TIL` INSTALLATIONS < _
I Underlayment Tile Profile Staging Method MS op aximum
Flat Max.10-tile stack] 6:12
Lugged Max.10-tiie stackl 5:12
Max.10-tile stack(Bottom 2-tile stack
shall be inverted,foil owedby�8tileshigh- -- 6:12--- -- -------
on slope,as shown below)
Lastobond TU HT xg
Lugged
Colphene FR GR Flat Max.10-tile stack 1 5:12
Lugged Max.10-tile stack 1 6:12
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Exterior Research and Design,I.I.C. ; Evaluation Report 518030.06.09-Rli
Certificate of Authorization#9503 6TH EDITION(2017)FBC NON-HVHZ EVALUATION j. FL2S69-1113
Soprema,Inc. Revision 11:10/06/2017
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6. INSTALLATION: 4
6.1 Soprema Roof Underlayments shall be installed in accordance with i Soprema published installation
requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below.
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6.2 Re-fasten any loose decking panels, and check for protruding nail heads.j Sweep!;the substrate thoroughly
to remove any dust and debris prior to application,,and prime the substrate with Elastocol Stick, Elastocol
600c or RESISTO EXTERIOR PRIMER(if applicable).-
ii IJ
de5hiie,,ltlLF a -
cP ' , 5. 0
Shleo09"T", 00 pip, ltJ
W"'
ctt {;its ay 4 Ix-IHl >�' r u k a er ,w:ze.
�HT,�Lastobond Pro HT Sr,Lastobond Eaves;Protection 5heet,?Lastobond;��.95, Lastobond Eco; Lastobandfi
' R l�Protect9r RESISTO LBi244 or Co�ene`FR GR w
6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Table
1507.1.1 for the type of prepared roof covering to be installed.
6.3.2 Non-Tile Applications: l
While priming is optional, Soprema recommends priming with Elastocol IS LICK, Elastocol 600c or RESISTO
EXTERIOR PRIMER 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 a1 bond. 1, f
Horizontal seams should be minimum 3-inches, configured to shied water:. Vertical seams should be 6-
inches and staggered not less than 2-ft from vertical seams in thel�course below. JAll over-granule end-laps
shall be sealed using either heat-welding or hot airwelding techni ques.
When installing at slopes above 8:12,Soprema recommends backs 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 cente i,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(Lastobond TU HT or Colphene FR GR only): I
Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual'and Table 1 herein, using the
instructions noted above as a guideline. Il
---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 Viand/or damage to the
underlayment. See Table 2 herein,and Soprema published requirements for tile staging.-_. _
_ 7. BUILDING PERMIT REQUIREMENTS: {-
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
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Exterior Research and Design,U.C. I 'Evaluat,ion Report S18010.06.09-Rli
Certificate of Authorization 119503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION l i FL2569-R13
Soprema,Inc. ! Revision 11:10/06/2017
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8. MANUFACTURING PLANTS:
Contact the noted QA agency for information on product locations covered for F.A.C. 61G20-3 QA requirements.
The following plants have qualified products under their respective physical properties specifications.
Pianti d ,SDecificaton
Lastobond Shield,RESISTO'SA SMOOTH PLY�40,Lastobond Shield HT,
Drummondville, Lastobond Pro HT-N,Lastobond PFo HT-S,Lastobond 195,Lastobond
ASTM D1970 Eaves Protection Sheet,Lalstobond Eco,Lastobond Smooth Seal HT,
QC(Canada) { ti
RESISTO LB1236,PrimeSource Grip,Rite Eave&Valley Protector,
_._RESISTO LB1244 {
ASTM D1970&FRSA/TRI 04-12 Colphene FR GR F
Wadsworth,OH Lastobond 195,LastobondlEaves Profection-6heet,Lastobond Eco,
ASTM D1970 Lastobond Smooth Seal HT1 RESISTO L131236;PrimeSource Grip-Rite
11
Eave&Valley Protector,RESISTO LB1244
ASTM D1970&FRSA/TRI 04-12 Lastobond TU HT;Colphene FR GR 1 1
Gulfport,MS Lastobond 195,Lastobond Itaves Protection;Sheet,Lastobond Eco,
p ASTM D1970 Lastobond Smooth Seal HT1 RESISTO LB1236;PrimeSource Grip-Rite
-- Eave&Valley Protector,RESISTO LB1244 —--— — -- —
9. QUALITY ASSURANCE ENTITY: I
UL,LLC—QUA9625;(314)578-3406;k.chancellor@us.ul.com j
-END OF EVALUATION REPORT- {
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Exterior Research and Design,LLC. I. Evaluation Report S18010.06.09-1111
Certificate of Authorization 119503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION ` FL2569-R13
Soprema,Inc. Revision 11:10/06/2017
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