HomeMy WebLinkAboutEVALUATION REPORT-MODIFIED BITUMEN ROOF SYSTEMW NN
BY
St, L((f de om COPY353
IOR RESEARCH & DESIGN, LLC.
Certificate of Authorization #9503
FILE Christian Street, Unit 13
.,,,"TRINITY: Oxford, CT 06478
(203) 262-9245
TION REPORT
Ta"co Roofing Evaluation Report T39820.12.11-R3
O Information Way; Suite 225 FL9487-R5
Lit le Rock, AR 72202 Date of Issuance: 12/09/2011
(2 ) 913-1750 Revision 3: 10/02/2017
SC PE:
Th � Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
co truction 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
co pliance with the 6`h Edition (2017) Florida Building Code sections noted herein.
LeakBarrier® EasySti&m Modified Bitumen Roof Systems
LAB'LING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted
hel in.
CO INLIED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced
Qu ity Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of
this'fvaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product
cha 'ges or the referenced Quality Assurance documentation changes. Trinity) ERD requires a complete review of this
Eval � ation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "TRiNiTYIERD Evaluated" may be displayed in
adv I Ising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety.
INS ITION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or
its di' trlbutors and shall be available for inspection at the job site at the request of the Building Official.
This valuation Report consists of pages 1 through 4, plus a 3-page Appendix.
Prep'red by:
Prepi
Robe J.M. Nieminen, P.E.
Florid ,I Registration No. 59166, Florida DCAANE1983
a)ttttttrn,.,� —�
� The facimilie seal appearing was authorized by Robert Nieminen, P.E.
on 30/02/2017. This does not serve as an electronically signed
document.
CERTIFIOTION OF INDEPENDENCE:
1. E erior Research & Design, LLC. d/b/a Trinity ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in
a company manufacturing or distributing products it evaluates.
2. Ex erior Research & Design, LLC. d/b/a TrinitylERD is not owned, operated or controlled by any company manufacturing or
di ributing 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
w ch the evaluation reports are being issued.
4. Ro ert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
5. Thi is a building code evaluation. Neither Trinity lERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
pr ect on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained
spGCifically for that purpose.
OFING SYSTEMS EVALUATION:
311
4.1'
TRINITY �ERD
SCOPE:
Product Category: Roofing
Sub -Category: Modified Bitumen Roof Systems
Compliance Statement: LeakBarrier® EasyStickT" Modified Bitumen Roof Systems, as produced by Tarco Roofing,
have demonstrated compliance with the following sections of the 6thEdition (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.
STANDARDS:
Section
Property
1504.3.1
Wind
1504.7
Impact
1507.10.2
Physical Properties
1507.10.2
Physical Properties
1507.11.2
Physical Properties
1507.11.2
Physical Properties
REFERENCES:
Entity
Examination
PRI (TST5878)
Physical Properties
ERD (TST6049)
Wind - FM4470/4474
ERD (TST6049)
Wind - FM4470/4474
ERD (TST6049)
Wind - FM4470/4474
ERD (TST6049)
Physical Properties
UL (QUA1743)
Quality Assurance
Standard
Year
FM 4474
2011
FM 4470
2012
ASTM D226
2009
ASTM D4601
2012
ASTM D6163
2008
ASTM D6164
2011
Reference
Date
TOT-041-02-01
05/24/2006
TAR-SC7960.01.16
01/31/2016
TAR-SC5670.03.16
03/21/2016
T6460.06.07-R2
05/26/2017
T6470.08.07-R2
06/02/2017
Service Confirmation
Exp. 06/28/2020
PRODUCT DESCRIPTION:
This Evaluation Report covers LeakBarrier® EasyStick'"" Modified Bitumen Roof Systems installed in accordance with
Tarco Roofing published installation instructions and the Limitations / Conditions of Use herein. The following
. A +, m L4 i m the cnhiort c%xtprnc
TABLE 1:.ROLL-GOODS FOR LEAKBARRIER® EASYSTICKT"" MODIFIED BITUMEN ROOF SYSTEMS
Type
Product
Specification
Reference
Type
Grade
Base Sheets:
LeakBarrier® Easyl-ay'"
ASTM D226
II
N/A
LeakBarrier® EasyNailBase""
ASTM D4601
(published)
II
N/A
Smooth Surfaced Membranes:
LeakBarrier® EasyBase-
ASTM D6163
I
S
Granule Surfaced Membranes:
LeakBarrier® EasyStick'"
ASTM D6164
I
G
lesearch and Design, LLC. Evaluation Report T39820.12.11-R3
opauthorization #9503 6n EDITION (2017) FBC NON-HVHZ EVALUATION FL9487-RS
LeakBarrier® EasyStick Modified Bitumen Roof Systems Revision 3: 10/02/2017
Page 2 of 4
'x
.`i T.NI D
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 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 attached insulation or membrane or strip -bonded insulation, 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 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 J search and Design, U.C. Evaluation Report T39820.12.11-R3
Certificate fAuthorization #9503 6" EDITION (2017) FBC NON-HVHZ EVALUATION FL9487-R5
LeakBarrier® EasyStick Modified Bitumen Roof Systems Revision 3:10/02/2017
Page 3 of 4
9
INSTALLATION:
6.1 EasyStickTM' Modified 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.
BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
MANUFACTURING PLANTS:
Contact the named QA entity for manufacturing facilities covered by F.A.C. Rule 61G20-3 QA requirements.
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 esearch and Design, LLC.
Certificate offtthorization #9503
Evaluation Report T39820.12.11-R3
CH EDITION (2017) FBC NON-HVHZ EVALUATION FL9487-RS
LeakBarrieO EasyStick Modified Bitumen Roof Systems Revision 3: 10/02/2017
Page 4 of 4
APPENDIX 1: 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
1B Wood New, Reroof (Tear -Off) or Recover D Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 2
1C-1 Wood New or Reroof (Tear -Off) 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:
i= Wood Deck: OMG #12 or N14 HD with OMG 3 in. Galvalume Steel Plate (non -ribbed) or Tru-Fast DP or HD with Trufast 3" Metal Insulation 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 polyisocyanurate, polystyrene, wood fiberboard, perlite or gypsum -based roof board that meets the CIA 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 1 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 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. 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 or Testing 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 uplift testing in accordance with
ANSI/SPRI IA-1, ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing 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, U.C. d/b/a Trinity( ERD 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 1 of 3
W
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
(psf)
Type
Fasteners
Attach
Base Ply
Ply
Cap
W 1.
Min. 15/32" plywood
(Optional) One or more layers,
Min. 3/8-inch SECUROCK Gypsum-
Note 2
z
1 per 1 ft
EasyBase
(Optional) EasyBase
EasyStick Plus
52.5
at max. 24" spans
any combination, loose laid
Fiber Roof Board
W-2.
Min. 15/32" plywood
(Optional) One or more layers,
Min. EnergyGuard 2-inch ACFoam II,
Polyiso, ENRGY 3, H-Shield, ISO 95+
Note 2
z
1 per 1 ft
EasyBase
(Optional) EasyBase
EasyStick Plus
-82.5
at max. 24" spans
any combination, loose laid
GL or Multi -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
Insulation Layer
Base Sheet
Roof Cover
MDP
No.
Deck (Note 1)
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 4
Min. 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
EasyNailBase
Note 2
6-inch o.c. in the min. 4-inch lap and 6-inch o.c. in
One or two plies,
EasyStick Plus
-135.0
at max. 24" spans
combination
I
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
Base Sheet
Roof Cover
MDP
No.
Deck (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
One or two plies,
EasyStick Plus
-60.0
W 6
at max. 24" spans
Easy Lay
diameter tin -caps. (Ref: FBC 1517.5)
(3), equally spaced, staggered center rows
EasyBase
W 7
Min. 15/32" plywood
EasyLay
Simplex MAXX Cap Fastener
8-inch o.c. in the min. 4-inch lap and 8-inch o.c. in
One or two plies,
EasyStick Plus
-82.5
at max. 24" spans
four (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 four
One or two plies,
EasyStick Plus
-120.0
W 8
at max. 24" spans
Easy Lay
diameter tin -caps. (Ref: FBC 1517.5)
(4), equally spaced, staggered center rows
EasyBase
W 9'
Min. 15/32" plywood
EasyNailBase
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,
EasyStick Plus
120.0
at max. 24" spans
diameter tin -caps. (Ref: FBC 1517.5)
(5), equally spaced, staggered center rows
EasyBase
Exterior Research and Design, I.I.C. d/b/a Trinity) ERD Evaluation Report T39820.12.11-R3 for FL9487-RS
Certificate of Authorization #9503 6T" 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
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 1)
Type
Fasteners
Attach
Base Ply
Cap
(psf)
W 10
Min. 15/32" plywood
EasyLay
Note 2
10-inch o.c. in the min. 4-inch lap and 10-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
TEasyNaflBas,
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
I EasyBase
TABLE 11): 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
(psf)
_ -
W 13:• '.
Min 15/32" plywood—
None ,�`-(Optional).EasyBase,_
_ _ _ -=
--(Optional)-EasyBase
r`
—EasyStick:P-lusr —
---75.0
tmax._24�spans
w
W 14.
Min. 15/32" plywood
Plywood joints are covered with 4-inch wide strips of EasyBase, rolled into
(Optional) EasyBase
(Optional) EasyBase
EasyStick Plus
120.0
at max. 24" spans
place to create continuous bond.
Exterior Research and Design, LLC. d/b/a Trinity IERD Evaluation Report T39820.12.11-R3 for FL9487-RS
Certificate ojAuthorization #9503 6T" 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