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EXTERIOR RESEARCH&DESIGN,I.I.C.
Certificate of Authorization#9503
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EVALUATION REPORT j
Tarco Roofing Evaluation Report T39820.12.11-R2
One Information Way,Suite 225 1 FL9487-R4
Little Rock,AR 72202 Date of Issuance:12/09/2011
Revision 2:12/17/2015-
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. The product described herein'has been evaluated for compliance with
the 51h Edition(2014) Florida Building Code sections noted herein.
DESCRIPTION: LeakBarrierO EasyStick'"°Modified Bitumen Roof Systems
LABELING:. Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the na i ed 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
r referenced Quality Assurance documentation changes. TrinityJERD 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 "TRINITfl,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 iBuilding Official.
This Evaluation Report consists of pages 1 through 3,plus a 3-page Appendix.
Prepared by:
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RobertJ.M..Nieminen P.E. The facmile seal
appearing was authorized by Robert Nieminen,P.E.
ly
ed
Florida Registration No.59166,Florida DCA ANE1983 °,����,�� �;�•1' d�ocuzmem?s gn d015. h sealed hardcopies have beeis doe�not serve is an n transmitted to the
Product Approval.Adminul Va[or and to the.named client
CERTIFICATION OF INDEPENDENCE: {
1. Exterior Research&Design,LLC.d/b/a Trinity I ERD does not have,nor does it intend to acquire or will it acquire,a financial interest in
any company manufacturing or,distributing products it evaluates.
2. Exterior Research & Design, LLC. d/b/a TrinityJERD is not owned, operated or controlled by anyiccmpany manufacturing or
distributing products itevaluates: !
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 IERD nor Robert Nieminen, P.E. are,j 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. ! I
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ROOFING SYSTEMS EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category: Modified Bitumen Roof Systems
Compliance Statement: LeakBarrier® EasyStick"" Modified Bitumen Roof Systems, as produced,byTarco Roofing,
have demonstrated compliance with the following sections. of the Florida BuildingI Cade through testing in
accordance with-the following Standards. Compliance is subject to the Installation Regt irements and Limitations"/
Conditions of Use set forth herein.
2. STANDARDS:
Section Pro a Standard j I Year
1504.3.1 Wind FM 4474 2004
2504.7 Impact FM 4470 I 1992
1507.6.2 Physical Properties ASTM D226 2006
1507.1-1.2 Physical Properties ASTM D6163 2000
1507.11.2 Physical Properties ASTM D6164 I 2005
3. REFERENCES:
Enti Examination Reference Date
PRI(TST5878) Physical Properties TOT-041-02-01 05/24/2006
.ERD(TST6049) Physical Properties T6470.08.07-R1 j 08/30/2007
ERD(TST6649) Wind-FM4470/4474 T6460.06.07-R1 10/09/2007
r. ERD(TST6049) Wind-FM4470/4474 TAR-SC5670.14 I 12/03/2015
ERD(TST6049) Wind-FM4470/4474 TAR-SC7960.15 12/03/2015
UL(QUA1743) Quality Assurance Service Confirmation I Exp.10/13/2017
4. PRODUCT DESCRIPTION:
This Evaluation Report covers LeakBarrier® EasySticklm Modified Bitumen R`of Systems installed in accordance with
Tarco- Roofing published installation instructions and the Limitations / Conditions of Use herein. The following
products make up the subject systems.
TABLE 1 ROLL=GOODS FOR LEAKBARRIER®,EA51f57lCK'"',IVIODIFIEDLBITl1MEN ROOF�SYSTEMS
Specification ,
Type Product Reference i Type Grade
LeakBarrier®EasyLayl ASTM D226 I II N/A
Base Sheets: ASTM D4601 '
LeakBarrier®EasyNailBase II N/A
!published!
Smooth Surfaced Membranes: LeakBarrier®EasyBaseTM" ASTM D6163 I S
Granule Surfaced Membranes: LeakBarrier®EasyStick'" ASTM D6164 I G
S. LIMITATIONS: I,
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 thatlpurpose.
5.2 This Evaluation Report is not foe use 16 HVHZ jurisdictions. i
5.3 Refer to a current Roofing Materials Directory for fire ratings of this plroduct.
5.4 For steel deck installations,foam plastic insulation shall be separatedlfrom the building interior in accordance
with FBC 2603.4 unless the exceptions stated in FBC.2603.4.1 and 2603.6 apply.
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Exterior Research and Design,U.C. Evaluation Report T39820.12.11-R2
Certificate of Authorkatlon#9503 � FL9487-R4
j Revision 2:12/17/2015
Page 2 of 3
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5.5 The roof system evaluation herein pertains to above-deck roof components. lRoof decks and structural
members shall be in accordance with FBC requirements to-the satisfaction of the AHJ. Load resistance of the
roof deck shall be documented through proper codified and/or FBC(Approval documentation.
5.6 For recover installations,the existing roof shall'be examined in accordance with FBC 1510.
5.7 For mechanically attached insulation or membrane or strip-bond4insulation,the maximum design pressure
for the selected assembly shall meet or exceed the Zone 1 design(pressure determined in accordance with
FBC Chapter 16. 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 RAS 117 and FM LPDS 1-
29. Assemblies marked with an asterisk*carry the limitations set forth in Section!2.2.1.5.1(a)of FM LPDS 1-
29 for Zone 2/3 enhancements.
.5.8 .For.systems where all .components are fully adhered, the maximum .design. (pressure for the selected
assembly shall meet or exceed critical design pressure determinedlin accordance with FBC Chapter 16. No
rational analysis is permitted for these systems. 1 1
5.9 For mechanically attached insulation or membrane over existing roof decks,fasteners shall be tested in the
existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison
to the minimum requirements for the system. Testing and analysis shall be in.accordance with TAS 105 or
ANSI/SPRI FX-1.
5.10 For bonded insulation or membrane over existing substrates in a re-roof(tear off)'or recover installation,the
existing deck or existing roof surface shall be examined for compatibility with the adhesive to be installed. If
any surface conditions exist that bring system,performance into question,field uplift testing in accordance
I.with ASTM E907, FM LPDS 1-52 or TAS 124 shall be conducted on mock-ups of the proposed new roof
assembly. I
5.11 For bonded insulation or membrane over existing substrates in a recover installation, the existing roof
system shall be capable of resisting project design pressures on-its own merit to the satisfaction of the AHJ,
as documented throug4 field uplift testing in accordance with ASTM IE907,FM LPDS 1-52 or TAS 124.
5.12 Metal edge attachment (except gutters), shall be designed and installed for wind loads in accordance with
FBC Chapter 16 and tested for resistance in accordance with ANSI(SPRI ES-1 or RAS 111, except the basic
wind speed shall be determined from FBC Figure 1609.
5.13 All products in the roof assembly shall have quality assurance audit in accordance with the FBC and F.A.C.
Rule.61G20-3.
6. INSTALLATION:
6.1 EasyStick"° Modified Bitumen Roof Systems shall be installed in accordance with Tarco Roofing published
installation instructions,subject to the Limitations/Conditions of Use noted hereini
-6.2 System attachment requirements for wind load resistance are set forth in Appendix 1. "MDP Maximum
Design Pressure is the result of testing for wind load resistance based on allowable wind Toads, 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 FBC 1609 for determination of design wind loads.
7. BUILDING PERMIT REQUIREMENTS: l
As required by the Building Official or Authority Having Jurisdiction in orde to properly evaluate the installation of
this,product.
8. MANUFACTURING PLANTS:
Contact the named QA entity for manufacturing facilities covered by F.A.C.R6 le 61G20-3 QA requirements.
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9. Q,UAL&ASSURANCE ENTITY:
Underwriters Laboratories—QUA1743;(414)249-6409; Karen.buchmann@us.ul.com
-THE THREE(3)PAGES THAT FOLLO WS FORMS PART OF THIS EVALUATION RE i ORT-
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Exterior Research and Design,I.I.C. Evaluation Report T39820.12.11-R2
+ cerdficateofAathorUationJl9503 i FL9487-114
Revision 2:12117/2015
Page 3 of 3
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TRINITY
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APPENDIX _-UPLIFT RESISTANCE
1:ATTACHMENT REQUIREMENTSREQUIREMENTSFOk UP iRE CE'
Table Deck Application Type Description Page
1A Wood New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 2
1B Wood New,Reroof(Tear-off)or Recover D Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 2
.IC-1 _Wood— --NeW_or-Reroof-(Tear-Off)--- NonwInsulated,Mech-.-Attached'BaseStf6e-t-(rfa-ils),-B6hd6-d'Rdo-fC6v-e—(-- 2
IC-2 Wood New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet{screws&plates),Bonded Roof Cover 3
ID Wood New or Reroof(Tear-Off) F Non-insulated,Bonded Roof Cover 3
The following notes apply to the systems outlined herein:
---i. The roofevaluation-—herein—pertains to—above-deck roofco-m—pon—ents.—Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the AHJ. Load resistance of the
roof deck shall be documented through proper codified and/or FBC Approval documentation.
2. Unless otherwise noted,fasteners and stress plates for insulation attachment shall be as follows. Fasteners shall be of sufficient length for the following engagements:
Wood beck: OMG#.12 or#14 HD with OMG 3 in.Galvalume Steel Plate or Trd-Fast DP or HD with MP-3 Plates. Minimum%-Inch plywood penetration or minimum 1-inch wood plank embedment.
.3. Unless otherwise noted,Insulation may be any one layer or combination of po(yisocyanurate,polystyrene,wood fiberboard,perlite or gypsum-b.ased roof board that meets the QA requirements of F.A.C.Rule 61G20-
3.and is documented as meeting FBC 1505.1 and,for foam plastic, BC Chapter 26,when installed with the roof cover.
4. For mechanically attached components or partially bonded insulation,the maximum design pressure for the selected assembly shall meet or exceed the Zone I design pressure determined in accordance with FBC
Chapter 16, and Zones 2 and3 shall an attachment density des)gned by a qualified design professional to resist the elevated pressure criteria. Commonly used method.s are RAS 117 and FM LPDS 1-29.
Assemblies marked with an asterisk*carry the limitations set forth in Section 2..2.1.5.1(a)of FM' LPDS 1-29 for Zone 2/3 enhancements.
5. For assemblies where all components are fully adhered,the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16,and no
rational analysis is permitted.
6. For mechanically attached components over existing decks,fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the
minimum requirements for the system. Testing and analysis shall be in accordance with TAS 105 or ANSI/SPRI FX-1.
7. For existing substrates in a bonded recover or re-roof installation,the existing roof surface or existing roof deck shall be examined for compatibility and bond performance with the selected adhesive,and the existing
roof system(for recover)shall be capable of resisting project design pressures on its own merit to the satisfaction of the AHJ,as documented through field uplift testing in accordance with ASTM E907,FM LPDS I-S2,
ANSI/SPRI IA-1 or TAS 124.
8. "MOP"=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 Trinityl ERD
Evaluation Report T39.820.12.11-R2 for fL9487-R4
Certificate of Authorization#9503 Revision 2:12/17r2(315;
Prepared by: Robert Nierninen,PE-59166
• Appendix 1,Page 1 of 3
TRINITY ER®
TABLE 1A: WOOD DECKS—NEW CONSTRUCTION,REROOF(Tear-Off)or RECOVER
SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION,BONDED ROOF COVER
System Top Insulation Layer Roof Cover MDP
No Deck(See Note 1) Base Insulation Layer
Type Fasteners . Attach Base Ply Ply Cap .(psf)
Min.15/32"plywood (Optional)One or more layers_ Min.3/8-inch SECUROCK Gypsum-T _ _ -__ _
1' at max.24"spans any combination,loose laid Fiber Roof Board See Note 2— 1 per 1 ft--"—EasyBase-- —(Optional)'EasyBase EasyStick Plus -52.5
Min.15/32"plywood (Optional)One or more layers, Min.2-inch ACFoam 11,EnergyGuard
W-2' at max.24"spans any combination,loose laid Polyiso,ENRGY 3,H-Shield,ISO 95+ See Note 2 1 per 1 W EasyBase (Optional)EasyBase EasyStick Plus -82.5
GL or Multi-Max FA3
TABLE 16: WOOD DECKS—NEW CONSTRUCTION,REROOF(Tear-Off)or RECOVER
SYSTEM TYPE D: INSULATED,MECHANICALLY ATTACHED BASE SHEET,BONDED ROOF COVER
System Insulation Layer Base Sheet Roof Cover MDP
Deck(See Note 1)
Type Attach Type Fasteners Attach Base Ply Cap (psf)
W 3 Min.15/32"plywood Any type,thickness or Loose laid EasyLay See Note 2 10-inch o.c.in the min.4-inch lap and 30-inch o.c. EasyBase EasyStick Plus -60.0
at max.24"spans combination in two(2),equally spaced,staggered center rows
W 4 Min.15/32"plywood Any type,thickness or Loose laid EasyLay See Note 2 8-inch o.c.in the min.4-inch lap and 8=inch o.c.in EasyBase EasyStick Plus -135.0
at max.24"spans combination four(4),equally spaced,staggered center rows
W 5 Min.15/32"plywood Any type,thickness or Loose laid EasyNailBase See Note 2 6-inch o.c.in the min.4-inch lap and 6-inch o.c:in EasyBase EasyStick Plus 135.0
at max.24"spans combination four(4),equally spaced,staggered center rows
TABLE IC-1: WOOD DECKS—NEW CONSTRUCTION or REROOF(Tear-Off)
SYSTEM TYPE E: NON-INSULATED,MECHANICALLY ATTACHED BASE SHEET(nails),BONDED ROOF COVER
System Base Sheet Roof Cover MDP
No Deck{See Note 1)
Type Fasteners Attach Base Ply Cap (psf)
Min.19/32"plywood 12 ga.annular ring shank nails and min.32 ga.,1-5/8" 7-inch o.c.in the 4-inch lap and 7-inch o.c.in three
W-6. at max.24"spans EasyLay diameter tin-caps: (Ref: FBC 1517.5) (3),equally spaced,staggered center rows EasyBase EasyStick Plus 60.0
W 7 Min.15/32"plywood 8-inch o.c.in the min.4-inch lap and 8-inch o.c.in
at max.24"spans EasyLay Simplex MAXX Cap Fastener four(4),equally spaced,staggered center rows EasyBase EasyStick Plus 82.5
Min.15/32"plywood 12 ga,annular ring shank nails and min.32 ga.,1-5/8" 4-inch o.c.in the 4-inc6 lap and 4-inch o.c.in four
W-8' at max.24"spans EasyLay diameter tin-caps. (Ref: FBC 1517.5) (4),equally spaced,staggered center rows EasyBase EasyStick Plus -120.0
Min.15/32"plywood 12 ga.annular ring shank nails and min.32 ga.,1-5/8" 4-inch o.c,in the 4-inch lap and 4-inch o.c.in five
W 9' at max.24"spans EasyNailBase diameter { .tin-caps. Ref: FBC 1517.5) (5),equally spaced,staggered center rows EasyBase EasyStick Pius -120.0
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Exterior Research and Design,LLC.d/b/a Trinity(ERD Evaluation Report T39820.12.11-R2 forF1.9487-114
• Certificate of Authorizatlon#9503
Revision 2:12/17J2015
Prepare]by: Robert Nieminen,PE-59166 ? Appendix 1,Page 2 of 3
TRINITYER®
TABLE IC-2: WOOD DECKS-NEW CONSTRUCTION,REROOF(Tear-Off)or RECOVER
SYSTEM TYPE E: NON-INSULATED,MECHANICALLY ATTACHED BASE SHEET(screws&plates),BONDED ROOF COVER
System Base Sheet Roof Cover MDP
No. Deck(See Note i)
Type Fasteners Attach Base Ply Cap (psf)
— --- -W-10.-- -- Min.-15 32_"plywood _ _Eas Lay See Note 2- -10-inch-o.c.-in-the-min:4-inch-lap and 10-inch o:c:in two-(2);equally-spaced,-
at max.24"spans staggered center rows �- Eas Base— --Ea s Sti ck -- -- —
Plus -60.0
W-11 Min.15/32"plywood y Eas La See Note 2 8-inch o.c.in the min.4-inch lap and 8-inch o.c.in four(4),equally spaced,
at max.24"spans y staggered center rows EasyBase EasyStick Plus 135.0
Min.15/32"plywood 6-inch o.c.in the min.4-inch lap and 6-inch o.c.in four(4),equally spaced,
W 12. EasyNailBase See Note 2 EasyBase EasyStick Plus 135.0
at max.24"spans staggered center rows _--
TABLE 1D: WOOD DECKS-NEW CONSTRUCTION or REROOF(Tear-Off)
SYSTEM TYPE F: BONDED ROOF COVER
System Deck(See Note 1) Roof Cover MOP
No, Type Joint Treatment Base Ply Ply Cap (psf)
W-13. Min.15/32"plywood . None
at max.24"spans (Optional)EasyBase (Optional)EasyBase EasyStick Plus 75.0
W-14. Min.15/32"plywood Plywood joints are covered with 4-inch wide strips of EasyBase,rolled into
at max.24"spans place to create continuous bond. (Optional)EasyBase (Optional)EasyBase EasyStick Plus -120.0
Exterior Research and Design,I.I.C.d/b/a Trinity ERD Evaluation Report T39820.12.11-R2 forf-L94,87-R4
. Certificate of Authorization#9563
Revision 2:12/17/,2015
.Prepareg,by: Robert Nieminen,PE-59166
'Aw R ,� Appendix 1,Page 3 of 3