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-� Product Approval
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Product Approval Menu>Product or Application Search>Application List>Application Detail Permitting Department
St. LUcle County
FL# FL9487-R5
Application Type Revision
Code Version 2017
s^# o Application Status Approved
9'
Comments
Archived
s '` Product Manufacturer Tarco Roofing
{, Address/Phone/Email One Information Way
Suite 225
Little Rock,AR 72202
(254) 913-7750
r rty'f smohseen@tarcoroofing.com
Authorized Signature Shaik Mohseen
m iii ,, '"x smohseen@tarcoroofing.cbm'
iY r y.�. �� � P
;� , r � kr� CA� rCO Go � .
x Technical Representative Shaik Mohseen �1C
Address/Phone/Email 2403 Taylors Valley Road
Belton,TX 76513-
(254)
6513(254) 913-7750-
smohseen@tarcoro6f!ng.com
ti 1 rk,
LIP
Quality Assurance Representative
CODY
4 fi r9T' Address/Phone/Email -File
Category Roofing
Subcategory Modified Bitumen Roof System
t�
meq' '+ t3 Compliance Method Evaluation Report from a-Florida Registered Architect or a Licensed Florida
fe Cif �� Professional Engineer,
Evaluation Report- Hardcopy Received
err Florida Engineer or Architect Name.who developed r '-Robert J.M. Nieminen
the Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date- 04/07/2023
Validated By John W. Knezevich, PE
v Validation Checklist- Hardcopy Received
Certificate of Independence FL9487 R COI 2017 01 COI Nieminen.pd
F�h6 {fr Referenced Standard and Year(of Standard) Standard Year
ASTM D226 2009
http://www.fIorid a building.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvn9icO%2fd%2f8N4sjUFFvwylvLPkj3P80CCo%3d Pagel of 2.
Florida Building'Code Online 9/9/20,6:37 PM
4 r� " z- ASTM D4601
y; 2012
ins¢` ASTM D6163 2008
1 { Yfi � ASTM D6164 2011
tkii �' F`a FM 4470 2012
y ,
FM 4474 2011
Equivalence of Product Standards
_. Certified By
Sections from the Code
{� Product Approval Method Method 1 Option D
K f
�TM Date Submitted 10/03/2017
Date Validated 10/07/2017
Date Pending FBCApproval 10/09/2017
Date Approved 12/12/2017
Summary of Products`
FL,*, Model,Number'or Name Description
9487.1 LeakBarrier EasyStick Modified Self-Adhering Modified Bitumen Roof Systems
Bitumen Roof Systems
"r Limits of Use Installation Instructions
< �sj Fr Approved for use in HVHZ: No r FL9487 R5--B 2017 10 FINAL Al FR T_ARCO MODBITSBS FL9487-
��„ roved fbr use outside HVHZ:Yes j_&Wff
+_ k Impact'Resistant: N/A Verified By: Robert I.M. Nieminen PE- 59166
a ,Design'Press6r(i:•+N/A/-135 Created by Independent Thir&Party':Yes
-Other: 1.)The design pressure in this application" Evaluation Reports
relates to one particular assembly over concrete FL9487 R AE 2017 1 FINAL ER TARCO MODBIT SBS_FL9487_
VTI
deck. Refer to the ER Appendix for other systems R5.pdf
and deck types. 2.) Refer to ER, Section 5 for other Created by Independent Third Party: Yes
r` Limits of Use.
T � f�vei �; *144 a_ .i•1.��,•
W7 WE
Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
� ..T a Gayr _
+� K The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
7" k
eM- c A - Under Florida law;email addresses are public records.If you do not:want your e-mail address released in response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section
455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have
one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a
n 'a personal address,please provide the Department with an email address which can be made available to the public.To determine if you'are a licensee under Chapter
455,ES.,please click berg-.
Product Approval Accepts: "
Credit Card
Safe
vh 7 fi
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvn9icO%2fd%2f8N4sjUFFvwy1vLPkj3P80CCo%3d Page 2 of 2
EXTERIOR RESEARCH&DESIGN,LLC.
Certificate of Authorization.#9503
\-JI TRINITY
ERD 353 Christian Street, Unit 13
Oxford,CT 06478
(203)262-9245
EVALUATION REPORT
Tarco Roofing. Evaluation Report T39820.12.11-R3
One Information Way,Suite 225' FL9487-R5
'Little Rock,AR 72202 Date of Issuance:'12/09/2011
(254)913-7750 Revision 3:10/02/2017
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen,
P.E. for use of the product under the Florida Building Code. The product described herein has been evaluated for
compliance with the 61h Edition(2017)Florida Building Code sections noted herein.
DESCRIPTION: LeakBarrier®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 named product(s) changes,the referenced
Quality Assurance documentation changes,or'provisions of the Code that relate to the product change.Acceptance of
this Evaluation Report by the named client constitutes agreement to notify .Robert Nieminen, P.E. if the product
changes or the.referenced Quality Assurance documentation changes. .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 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,co,py 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 4, plus a 3-page Appendix.
' .Prepared by:
r ,QS7,ti::�11ty`�'�asi
Robert J.M.Nieminen,P.E. : �; s ar''°`
�q��FS�;Q ����_`,•'. The faclmllle seal appearing was authorized by Rohert Nieminen,P.E.
Florida Registration No.59166,Florida DCAANE1983 �ry"�ON?� +d•". on10/02/2017.Thlsdoes not serve asanelectronically slgned
document. ,
CERTIFICATION OF INDEPENDENCE:
1, Exterior Research&Design,LLC.d/b/a Trinity l 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 TrinitylERD 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 TrinitylERD 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.
Fy:)
TRINI-ry I ER®
ROOFING SYSTEMS EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category: Modified Bitumen Roof Systems
Compliance Statement: LeakBarrier® EasyStick'" Modified Bitumen Roof Systems, as produced by:Tarco Roofing,
have demonstrated compliance with the following sections of the 6th 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 Prope Standard Year
1504.3.1 Wind TM 4.474 2011
1504.7 Impact FM 4470 2012
1507.10.2 Physical Properties ASTM D226 2009
1507.10.2 Physical Properties ASTM D4601 2012
1507.11.2 Physical Properties ASTM D6163 2008
1507.11.2 Physical Properties ASTM D6164 2011
3. REFERENCES:
Entity, Examination Reference Date .
PRI(TST5878) Physical Properties_ TOT-041-02-01 05/24/2006
ERD(TST6049) Wind-FM4470/4474 TAR-SC7960.01.16' 01/31/2016
'ERD(TST6049) Wind-FM4470/4474 TAR-SC5670.03.16 03/21/2016
ERD(TST6049)' Wind-FM4470/4474 T6460.06.07-R2 05/26/2017 '
ERD(TST6049) Physical Properties T6470.08.07-R2 06/02/2017
UL(QUA1743) Quality Assurance Service Confirmation Exp.06/28/2020
4. PRODUCT DESCRIPTION:
This Evaluation Report covers LeakBarrier® EasyStick'"Modified Bitumen Roof Systems installed in'accordance with
Tarco Roofing published installation instructions'and the L'im'itations / Conditions of Use herein. The following
products make up the subject systems. .
TABLE 1: ROLL-GOODS FOR LEAKBARRIER®EASYSTICKT"MODIFIED BITUMEN ROOF SYSTEMS
Type Product Specification
Reference Type Grade
LeakBarrier®EasyLayT" ASTM D226 II N/A,
Base Sheets: ASTM D4601
LeakBarrier®EasyNailBaseT"" II N/A
(published)
Smooth Surfaced Membranes: LeakBarrier®EasyBaseTM" ASTM D6163 I S,
Granule Surfaced Membranes: LeakBarrier®EasyStickTM ASTM D6164 I G
Exterior Research and Design,LLC. Evaluation Report T39820.12.11-R3
CertiJlcate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL9487-RS
LeakBarrier®EasyStick Modified Bitumen Roof Systems Revision 3:10/02/2017
Page 2 of 4
TRINITY(ER®
5. LIMITATIONS:
5.1 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.
5.2 This Evaluation,Report is not for use in FBC HVHZ jurisdictions:
5.3` Fire classification does not'form part of this Evaluation Report;refer to a current Approved Roofing Materials
Directory for fire ratings of this'product.
5.4 For steel deck installations,foam plastic insulation shall be separated from the building interior in accordance
with.FBC 2603.4 unless the exceptions stated in FBC 2603.4.1 and 2603.6 apply.
5.5 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 Authority Having
Jurisdiction. 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 1511.
5.7 For mechanically at#ached insulation or membrane or strip-bonded insulation,the•maAmum 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 ANSI/SPRI WD1, FM Loss
Prevention Data Sheet 1-29, Roofing Application Standard RAS 117 and Roofing Application Standard RAS
137. 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.
5.8 For assemblies with all components fully bonded in place, the maximum design pressure for the selected
assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16. No
rational analysis is permitted for these systems.
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 ANSI/SPRI
FX-1 or Testing Application Standard TAS 105.
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
with ANSI/SPRI IA-1,ASTM E907,FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS
124 shall be conducted on mock-ups of the proposed new roof assembly.
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
Authority Having Jurisdiction, as documented through field uplift testing in accordance with ASTM E907, FM
Loss Prevention Data Sheet 1-52 or Testing Application Standard 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 Roofing Application Standard
RAS 111, except the basic wind speed shall be determined from FBC Figure 1609.3(1), 1609.3(2) or
1609.3(3).
5.13 All products in the roof assembly shall have quality assurance in accordance with FAC Rule 61G20-3.
Exterior Research and Design,U.C. Evaluation Report 739820.12:11-R3
Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL9487-RS
LeakBarrier®EasySttck Modified Bitumen Roof Systems. Revision 3:10/02/2017
Page 3 of 4
TRINI-Y f ER®
6. INSTALLATION:
6.1 EasyStick''AModified Bitumen Roof Systems shall be installed in accordance with Tarco Roofing published
installation instructions,subject to.the Limitations/Conditions of Use noted herein.
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 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 FBC 1609 for determination of design wind loads.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
S. MANUFACTURING PLANTS:
Contact the named QA entity for manufacturing facilities covered by F.A.C.Rule 61G20-3 QA requirements.
9. QUALITY ASSURANCE ENTITY:
Underwriters Laboratories-QUA1743;(414)248-6409; Karen.buchmann@us.ul.com
-THE THREE(3)PAGES THAT FOLLOWS FORMS PART OF THIS EVALUATION REPORT-
Exterior
EPORT-Exterior Research and Design,I.I.C. Evaluation Report T39820.12.11-R3
Certificate of Authorizat/on#9503 6'EDITION(2017)FBC NON-HVHZ EVALUATION FL9487-RS
LeakBarrier®EasyStick Modified Bitumen Roof Systems Revision 3:10/02/2017
Page 4 of 4
F)0 ,
TRiNrry ER®
APPENDIX Z:ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE
Table Deck Application Type Description _ Page
1A Wood New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,.Bonded Roof Cover 2
16 Wood New,Reroof(Tear-Off)or Recover D Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 2
SC-1 Wood New or Reroof(Tear-OfIl E Non-Insulated,Mech.Attached Base Sheet(nails),Bonded Roof Cover 2
1C-2 Wood New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet(screws&plates),Bonded Roof Cover 3
1D Wood New or Reroof(Tear-Off) F- Non-Insulated,Bonded Roof Cover - 3
The following 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 Authority Having Jurisdiction.
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(non-ribbed)orTru-Fast DP or HD with Trufast 3"Metal Insulation Plates. Minimum Y.-inch plywood penetration or minimum
1-inch wood plank embedment. _
3. Unless otherwise noted,insulation may be any one layer or combination of polyisocyanurate,polystyrene,wood fiberboard,perlite or gypsum-based 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,FBC 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 and-3 shall employ an attachment density designed by a qualified design professional to resist the elevatedpressure criteria. -Commonly.usedimethods are ANSI/SPRI WDl, FM Loss
Prevention Data Sheet 1-29,Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk* carrythe limitations set forth in Section 2.2.10.1 of FM Loss
Prevention Data Sheet 1-29(January 2016)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 ANSI/SPRI FX-1 orTesting Application Stanard TAS 105.
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 Authority Having Jurisdiction,as documented through field uplifttesting in accordance with
ANSI/SPRI IA-1,ASTM E907,FM Loss Prevention Data Sheet 1-52 orTesting Application Standard TAS 124.
8. "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 T39820.12.11-R3 for FL9487-RS
Certificate of Authorization 119503 6EDITION(2017)FBC NON-HVHZ EVALUATION Revision 3:10/02/2017
Prepared by: Robert Nieminen,PE-59166 LeakBarder®EasyStick—Modified Bitumen Roof Systems;(254)913-7750 Appendix 1,Page 1 of 3
JTRINITY
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(Note 1) Base Insulation Layer Type Fasteners Attach Base Ply Ply Cap (Psf)
W-1. Min.15/32"plywood (Optional)One or more layers, Min.3/8-inch SECUROCK Gypsum- Note 2 1 per 1 ftZ EasyBase (Optional)EasyBase EasyStick Plus -525
at max.24"spans any combination,loose laid Fiber Roof Board
Min.2-inch ACFoam II,EnergyGuard
W-2. Min.15/32"plywood (Optional)One or more layers, Polyiso,ENRGY 3,H-Shield,ISO 95+ Note 2 1 per 1 ftZ EasyBase (Optional)EasyBase EasyStick Plus -82.5
at max.24"spans 'any combination,loose laid
GL-or Mufti-Max FA3
TABLE 1B: WOOD DECKS—NEW CONSTRUCTION,REROOF(Tear-Off)or RECOVER
SYSTEM TYPE D: INSULATED,MECHANICALLY ATTACHED BASE SHEET,BONDED ROOF COVER
System Deck(Note 1) Insulation Layer Base Sheet Roof Cover MDP
No. Type Attach Type Fasteners Attach Base Ply Cap (psf)
W 3 Min.15/32"plywood Any.type,thickness or Loose laid EasyLay Note 2 10-inch o.c.in the min.4-inch lap and 10-inch o.c. One or two plies, EasyStick Plus -60.0
at max.24','spans combination in two(2),equally spaced,staggered center rows EasyBase
W-4Min.15/32",plywood Any type,thickness or ' Loose laid EasyLay Note 2 8=inch o.c.in the min.4-inch lap and 8-inch o.c.in One or two plies, EasyStick Plus -135.0
at max.24"spans combination four(4),equally spaced,staggered center rows EasyBase
W-5. Min.-15/32"plywood. Any type,thickness or Loose laid Easj NailBase Note 2 6-inch o.c.in the min.4-inch lap and 6-inch o.c.in . One ortwo plies, EasyStick Plus -135.0
at max.24"spans combination four(4),equally spaced,staggered center rows EasyBase
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 Deck(Note 1)• Base Sheet Roof Cover MDP
No. Type Fasteners Attach Base Ply Cap (Psf)
Min.,19/32"plywood 12 ga.annular ring shank nails and min.32 ga.,l-5/8" 7-inch o.c.in the 4-inch lap and 7-inch o.c.in three One ortwo plies,
W-6' EasyLay at max.24"spans -diameter tin-caps. (Ref: FBC 15175) (3),equally spaced,staggered center rows EasyBase EasyStick Plus -60.0
Min.15/32"plywood 8-inch o.c.in the min.4-inch lap and 8-inch o.c.in- One or two plies,
W 7' at max.24"spans EasyLay Simplex MARX Cap Fastener four(4),equally spaced,staggered center rows EasyBase EasyStick Plus -825
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 four One ortwo plies,
W-8. EasyLay EasyStick Plus -120.0
at max.24"spans diameter tin-caps. (Ref: FBC 1517.5) - (4),equally spaced,staggered center rows EasyBase -
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 One or two plies,
W-9. at max.24"spans EasyNailBase diameter tin-ca Ref: FBC 15175 (5),equally spaced,staggered center rows EasyBase
EasyStick Plus -120.0
P tin-caps. ( ) ( ) q Y P gg Y
Exterior Research and Design,I.I.C.d/b/a Trinity)ERD Evaluation Report T39820.12.11-R3 for FL9487-R5
Certificate of Authorization#9503 6'"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 3.10/02/2017
Prepared by: Robert Nieminen,PE-59166 LeakBarrier®EasyStick'"'Modified Bitumen Roof Systems;(254)913-7750 Appendix 1,Page 2 of 3
QOTRINITYIERD
TABLE 1C-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(Note i) Type Fasteners Attach Base Ply Cap (Pso
W-10. Min.15/32"plywood EasyLay Note 2 10-inch o.c.in the min.4-inch lap and 30-inch o.c.in two(2),equally spaced, One or two plies, EasyStick Plus -60.0
at max.24"spans staggered center rows EasyBase
W-11. Min.15/32"plywood EasyLay Note 2 8-inch o.c.in the min.4-inch lap and 8-inch o.c.in four(4),equally spaced, One or two plies, EasyStick Plus -135.0
at max.24"spans staggered center rows EasyBase
W 12
Min.15/32"plywood EasyNailBase Note 2 6-inch o.c.in the min.4-inch lap and 6-inch o.c.in four(4),equally spaced, One or two plies, EasyStick Plus -135.0
at max.24"spans staggered center rows EasyBase
TABLE 1D:"WOOD DECKS—NEW CONSTRUCTION or REROOF(Tear-Off)
SYSTEM TYPE F: BONDED ROOF COVER
System Deck(Note 1) Roof Cover MDP
No. Type Joint Treatment Base Ply Ply Cap (pso
W-13. Min.15/32"plywood None (Optional)O EasyBase
at max.24"spans { P ) Y Base
(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 O EasyBase (Optional)EasyBase EasyStick Plus -120.0
at max.24"spans place to create continuous bond. (Optional)) y ( ) Y
Exterior Research and Design,U.C.d/b/a Trinity IERD Evaluation Report T39820.12.11-R3 for FL9487-RS
Certificate of Authorization#9503 , 6'EDITION(2017)FBC NON-HVHZ EVALUATION Revision 3:10/02/2017
Prepared by: Robert Nieminen,PE-59166 LeakBarrier®EasyStick-Modified Bitumen Roof Systems;(254)913-7750 Appendix 1,Page 3 of 3