HomeMy WebLinkAboutEVALUATION REPORTRECEIV�D
SEP 0 52018
EXTERIOR RESEARCH & DESIGN, LLC.
j IT. Lucie County, Permitting Certifrcote ofAuthorization#9503
Street, Unit 13
TRI i ! ER® 353 Christian Oxford, CT 06478
� (203)262-9245
i
EVALUATION REPORT
Tarco Roofing Evaluation Report T37910.06.11-R4
One Information Way, Suite 225 FILE
Cop
� FL14672-R4
Little Rock, AR 72202 Date of Issuance: 06/23/2011
Revision 4: 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. CONCEALED FASTENERS ORATTACHMEVTS
ARE THE ;RESPONSIBILITY OF THE
DESCRIPTION: LeakBarrier® EasyTorch'" Modified Bitumen Roof Systems 664TRACTOR OR RECORD
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. Trinity) ERD requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "TRINITY I 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 Building Official.
This Evaluation Report consists of pages 1 through 4, plus a 4-page Appendix.
Prepared by:
11-01
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DC4ANE1983
NG AND ALL PROPOSED WORK
SOY TO ANY CORRECTIONS
R .p(Jjp - BY YIELD INSPECTORS THAT
MAY BE NEC5-SSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
The facimllie seal appearing was authorized by Robert Nleminen, P.E.
on 10/02/2017. This does not serve as an electronically signed
document.
CERTIFICATION OF INDEPENDENCE:
1. Exterior 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
any company manufacturing or distributing products it evaluates.
2. Exterior Research & Design, LLC. d/b/a TrinityJERD is not owned, operated or controlled by any company manufacturing or
distributing products it evaluates.
3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
5. This is a building code evaluation. Neither Trinity I ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained
specifically for that purpose.T�Ivu'�-o Ie.
{ �1
ST. LUCIE COUNTY BUILDING DI ON
REVIEWED FOR COMPLIANCE
REVIE Y
DATE
PLANS AN[5-OEFRMIT MUST BE KEP O OB
SITE OR NO INSPECTIONS) WILt B MADE
3.
QTPtINITYIERD
3 SYSTEMS EVALUATION:
SCOPE:
Product Category:
Roofing
Sub -Category:
Modified Bitumen Roof Systems
Compliance Statement: LeakBarrier® EasyTorch'""
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.
STANDARDS:
Section
Property
Standard
Year
1504.3.1
Wind
FM 4474
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 D6222
2011
REFERENCES:
Entity
Examination
Reference
Date
ERD (TST6049)
Wind - FM4470/4474
T36510.05.11
05/12/2011
ERD (TST6049)
Physical Properties
T35450.06.11
06/22/2011
ERD (TST6049)
FM4470
T39050.11.11
11/18/2011
ERD (TST6049)
Physical Properties
T39040.11.11
11/21/2011
ERD (TST6049)
Wind - FM4470/4474
K39690SC
03/07/2012
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. 03/09/2020
PRODUCT DESCRIPTION:
This Evaluation Report covers LeakBarrier® EasyTorch'' Modified Bitumen Roof 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® EasyTorch'"'-Modified Bitumen Roof Systems
Type
Product
Specification
Reference
Type
Grade
Base Sheets:
LeakBarrier® EasyLayT'
ASTM D226
II
N/A
LeakBarrier® EasyNailBase'""
ASTM D4601
(published)
II
N/A
Smooth Surfaced Membranes:
LeakBarrier® EasyTorch'"" SA Base
ASTM D6163
I
S
LeakBarrier° EasyTorch'"" APP Smooth
ASTM D6222
I
S
Granule Surfaced Membranes:
LeakBarrier® EasyTorch'" APP Granular
ASTM D6222
I
G
Exterior Research and Design, LLC. Evaluation Report T37910.06.11-R4
Certificate of Authorization #9503 67
" EDITION (2017) FBC NON-HVHZ EVALUATION FL14672-R4
LeakBarrier® EasyTorch Modified Bitumen Roof Systems Revision 4: 10/02/2017
Page 2 of 4
LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the
Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used
for permitting or design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in 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 224.
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 611320-3.
6. INSTALLATION:
6.1 EasyTorchTM Modified Bitumen Roof Systems shall be installed in accordance with Tarco Roofing published
installation instructions, subject to the Limitations / Conditions of Use noted herein.
Exterior Research and Design, LLC. Evaluation Report T37930.06.11-R4
Certificate of Authorization #9503 CH EDITION (2017) FBC NON-HVHZ EVALUATION FL14672-R4
LeakBarrier® Easyrorch Modified Bitumen Roof Systems Revision 4: 10/02/2017
Page 3 of 4
UTRINIWIERD
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.
B. 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 FOUR (4) PAGES THAT FOLLOWS FORM PART OF THIS EVALUATION REPORT -
Exterior Research and Design, L-C. Evaluation Report T37910.06.11-R4
Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL14672-R4
LeakBarrier® Easyrorch Modified Bitumen Roof Systems Revision 4: 10/02/2017
Page 4 of 4
C YD
TRII rrY 1 ER®
-APPENDD(1:/ATTACHMENTR UIREMENTSFOR -WIN6UPUkiFIESISTANCE - - -
Table Deck Application Type Description Page
1A Wood New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 2
SB 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 3
1C-2 Wood New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet (screws & plates), Bonded Roof Cover 4
1D Wood New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 4
2A Concrete New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 4
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 Deck: OMG #12 or #14 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 polyisocyanu rate, polystyrene, wood fiberboard, perlite or gypsum -based roof board that meets the CA requirements of F.A.C. Rule 61G20-
3 and is documented as meeting FBC 1505.1 and, for foam plastic, FBC 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 WDl, 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.
S. 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, LLC. d/b/a Trinity)ERD Evaluation Report T37910.06.11-R4 for FL14672-R4
Certi icote a Authorization. 9503__—__ __ __6T" EDITION (2(I17) FBC NON-HVHZ EVALUATION Revision 4: 10/02/2017
Prepared by: Robert Nieminen, PE-59166 LeakBarrier® EasyTorchTM modified `BltumenRoofSystems (254)-913T150 - AppendiKl, Page3=of-4 —
�I TRINITY I END
sr
TABLE iA:, W,OOD DECKS -NEW CONSTRUCTION, REROOF (Tear -Off or RECOVER
SYSTEM TYPEC., MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER
System
Deck
Top Insulation Layer
Roof Cover
MDP
No.
(Note 1)
Base Insulation Layer
(Psf)
Type Fasteners Attach
Base Ply Ply Cap
SELF-ADHE_RI'GBASE PLY:
Min. 15/32"
(Optional) One or more
Min. 3/8-inch SECUROCK
a
EasyTorch SA Base,
(Optional) EasyTorch SA Base,
EasyTorch APP Smooth
W-1.
plywood at max.
layers, any combination,
Gypsum -Fiber Roof Board
Note 2
1 per 1 ft
self -adhering
self -adhering or EasyTorch APP
or Granular, torch-
-52.5
24" spans
loose laid
Smooth, torch -applied
applied
Min. 15/32"
(Optional) One or more
Min. 2-inch ACFoam II,EnergyGuard Polyiso,
ENRGY
EasyTorch SA Base,
(Optional) EasyTorch SA Base,
EasyTorch APP Smooth
W-2.
plywood at max.
layers, any combination,
3, H-Shield, ISO 95+ GL or
Note 2
1 per 1 ftz
self -adhering
self -adhering or EasyTorch APP
or Granular, torch-
-82.5
24" spans
loose laid
Multi -Max FA3
Smooth, torch -applied
applied
TORCH -APPLIED BASE PLY:
Min. 15/32"
(Optional) One or more
Min. 3/8-inch SECUROCK
2
Z
1 1 ft
EasyTorch APP
Smooth, torch-
(Optional) EasyTorch APP
EasyTorch APP Smooth
Granular, torch-
W-3.
plywood at max.
layers, any combination,
Gypsum -Fiber Roof Board
Note
per
Smooth, torch -applied
or
-52.5
24"
loose laid
applied
applied
TABLE 16: WOOD DECKS -NEW CONSTRUCTION, _REROOF (Tear -Off) c r_RECOVER
SYSTEM TYPE D. INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER'- 4
System
Deck
Insulation Layer -
Base Sheet
Roof Cover
MDP
No.
(Note 1)
Type Attach
Type Fasteners Attach
Base Ply Ply Cap Ply
(Psf)
SELF -ADHERING BASE PLY:
Min. 15/32"
Any type,
10-inch o.c. in the min. 4-inch lap and
EasyTorch SA
(Optional) EasyTorch SA Base,
EasyTorch APP
W-4.
plywood at max.
thickness or
Loose
EasyLay
Note 2
10-inch o.c. in two, equally spaced,
Base, self-
self -adhering or EasyTorch
Smooth or Granular,
-60.0
24" spans
combination
laid
staggered center rows
adhering
APP Smooth, torch -applied
torch -applied
Min. 15/32"
Any type,
8-inch o.c. in the min. 4-inch lap and
EasyTorch SA
(Optional) EasyTorch SA Base,
EasyTorch APP
W-5.
plywood at max.
thickness or
Loose
EasyLay
Note 2
8-inch o.c. in four (4), equally spaced,
Base, self-
self -adhering or EasyTorch
Smooth or Granular,
-135.0
24" spans
combination
laid
staggered center rows
adhering
APP Smooth, torch -applied
torch -applied
Min. 15/32"
Any type,
6-inch o.c. in the min. 4-inch lap and
EasyTorch SA
(Optional) EasyTorch SA Base,
EasyTorch APP
W-6.
plywood at max.
thickness or
Loose
EasyNailBase
Note 2
6-inch o.c. in four (4), equally spaced,
Base, self-
self -adhering or EasyTorch
Smooth or Granular,
-135.0
24" spans
combinationlaid
staggered center rows
adhering
APP Smooth, torch -applied
torch -applied
TDRCH-APPLIED. BASE PLY:
Min. 15/32"
Any type,
Loose
6-inch o.c. in the min. 4-inch lap and
EasyTorch APP
(Optional) EasyTorch APP
EasyTorch APP
W-7.
plywood at max.
thickness or
laid
EasyNailBase
Note 2
6-inch o.c. in four (4), equally spaced,
Smooth, torch-
Smooth, torch -applied
Smooth or Granular,
135.0
24" spans
combination
staggered center rows
applied
torch -applied
Exterior Research and Design, I.I.C. d/b/a Trinity IERD Evaluation Report T37910.06.11-R4 for FL14672-R4
— -_ — ---Ggctiificate oAuthorization #9503 - _ 6T" EDITION_(2017) FBC NON-HVHZ EVALUATION _ Revision 4_10/02/2017 _
Prepared by: Robert Nieminen, PE-59166 LeakBarrier® EasyTorch" Modified Bitumen Roof Systems; (254) 913-7750 Appendix 1, Page 2 of 4
'= °TABLE 1C-1. WOOD DECKS- NEW CONSTRUCTION or REROOF.(Tear-Off)'
SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET (nails),-BOMDED_ROOF COVER
System
Deck
Base Sheet
Roof Cover
MDP
No.
(Note 1)
Type Fasteners Attach
Base Ply
Ply Cap Ply
(psf)
`$ELF ADHENNG
BASE PLY:!
Min. 19/32"
12 ga. annular ring shank nails
7-inch o.c. in the 4-inch lap and 7-
EasyTorch SA Base,
(Optional) EasyTorch SA Base,
EasyTorch APP
W-8.
plywood at max.
EasyLay
and min. 32 ga., 1-5/8" diameter
inch o.c. in three, equally spaced,
self -adhering
self -adhering or EasyTorch APP
Smooth or Granular,
-60.0
24" spans
tin -caps. (Ref: FBC 1517.5)
staggered center rows
Smooth, torch -applied
torch -applied
Min. 15/32"
8-inch o.c. in the min. 4-inch lap and
EasyTorch SA Base,
(Optional) EasyTorch SA Base,
EasyTorch APP
W-9.
plywood at max.
EasyLay
Simplex MAXX Cap Fastener
8-inch o.c. in four (4), equally
self -adhering
self -adhering or EasyTorch APP
Smooth or Granular,
-82.5
24" spans
spaced, staggered center rows
Smooth, torch -applied
torch -applied
Min. 15/32"
12 ga. annular ring shank nails
4-inch o.c. in the 4-inch lap and 4-
EasyTorch SA Base,
(Optional) EasyTorch SA Base,
EasyTorch APP
W-10.
plywood at max.
EasyLay
and min. 32 ga., 1-5/8" diameter
inch o.c. in four (4), equally spaced,
self -adhering
self -adhering or EasyTorch APP
Smooth or Granular,
-120.0
24" spans
tin -caps. (Ref: FBC 1517.5)
staggered center rows
Smooth, torch -applied
torch -applied
Min. 15/32"
12 ga. annular ring shank nails
4-inch o.c. in the 4-inch lap and 4-
EasyTorch SA Base,
(Optional) EasyTorch SA Base,
EasyTorch APP
W-11.
plywood at max.
EasyNailBase
and min. 32 ga., 1-5/8" diameter
inch o.c. in five (5), equally spaced,
self -adhering
self -adhering or EasyTorch APP
Smooth or Granular,
-120.0
24" spans
tin -caps. (Ref: FBC 1517.5)
staggered center rows
Smooth, torch -applied
torch -applied
..TORCH -APPLIED
BASE PLY:_
Min. 15/32"
9-inch o.c. in the min. 2-inch lap and
(Optional) EasyTorch
(Optional) EasyTorch APP
EasyTorch APP
W-12.
plywood at max.
EasyNailBase
Simplex MAXX Cap Fastener
18-inch o.c. in two (2), equally
APP Smooth, torch-
Smooth, torch -applied
Smooth or Granular,
-45.0*
24" spans
spaced, staggered center rows
applied
torch -applied
Min. 15/32"
9-inch o.c. in the min. 2-inch lap and
(Optional) EasyTorch
(Optional) EasyTorch APP
EasyTorch APP
W-13.
plywood at max.
EasyNailBase
Simplex MAXX Cap Fastener
12-inch o.c. in two (2), equally
APP Smooth, torch-
Smooth, torch -applied
Smooth or Granular,
-52.5
24" spans
spaced, staggered center rows
applied
torch -applied
Min. 15/32"
6-inch o.c. in the min. 2-inch lap and
(Optional) EasyTorch
(Optional) EasyTorch APP
EasyTorch APP
W-14.
plywood at max.
EasyNailBase
Simplex MAXX Cap Fastener
6-inch o.c. in two (2), equally
APP Smooth, torch-
Smooth, torch -applied
Smooth or Granular,
-90.0
24" spans
spaced, staggered center rows
applied
torch -applied
Min. 15/32"
6-inch o.c. in the min. 2-inch lap and
(Optional) EasyTorch
(Optional) EasyTorch APP
EasyTorch APP
W-15.
plywood at max.
EasyNailBase
Simplex MAXX Cap Fastener
6-inch o.c. in three (3), equally
APP Smooth, torch-
Smooth, torch -applied
Smooth or Granular,
-105.0
24" spans
spaced, staggered center rows
applied
torch -applied
Min. 15/32"
12 ga. annular ring shank nails
4-inch o.c. in the 4-inch lap and 4-
(Optional) EasyTorch
(Optional) EasyTorch APP
EasyTorch APP
W-16.
plywood at max.
EasyNailBase
and min. 32 ga., 1-5/8" diameter
inch o.c. in five (5), equally spaced,
APP Smooth, torch-
Smooth, torch -applied
Smooth or Granular,
-120.0
24" spans
tin -caps. (Ref: FBC 1517.5)
staggered center rows
applied
torch -applied
Exterior Research and Design, I.I.C. d/b/a Trinity( ERD Evaluation Report T37910.06.11-R4 for F1.14672-114
- - —--Eerti icote"o -Authorization t19503- - — - -- — -- -- - - - - e EDITI.ON,(2017)_FBC-NON-HVHZ.EVALUATION_ _ _-_------_-- _ _ Revision 4 _10/02/2017_
Prepared by: Robert Nieminen, PE-59166 LeakBarrler® EasyTorch— Modified Bitumen Roof Systems; (254) 913-7750 Appendix 1, Page 3 of 4
�.! I KIPeIIIY I ERD
TABLE 1C-2: WOOD DECKS= NEW'CONSTRUCTION, REROOF (Tear -Off) or`RECOVER
-v _ • SYSTEM TYPE E r; NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET (screws&•plates), BONDED ROOF COVER
System
Deck
Base Sheet
Roof Cover
MDP
No.
(Note 1)
Type Fasteners Attach
Base Ply Ply Cap Ply
(psf)
SELF ADHER{NG BASE-PLYC
Min. 15/32"
10-inch o.c. in the min. 4-inch lap and 10-inch o.c. in two,
EasyTorch SA Base,
(Optional) EasyTorch SA Base,
self -adhering or EasyTorch APP
EasyTorch APP
Smooth or Granular,
-60.0
W-17.
plywood at max.
EasyLay
Note 2
equally spaced, staggered center rows
self -adhering
Smooth, torch -applied
torch -applied
24" spans
Min. 15/32"
8-inch o.c. in the min. 4-inch lap and 8-inch o.c. in four (4),
EasyTorch SA Base,
(Optional) EasyTorch SA Base,
self -adhering or EasyTorch APP
EasyTorch APP
Smooth or Granular,
-135.0
W-18.
plywood at max.
EasyLay
Note 2
equally spaced, staggered center rows
self -adhering
Smooth, torch -applied
torch -applied
24" spans
Min. 15/32"
6-inch o.c. in the min. 4-inch lap and 6-inch o.c. in four (4),
EasyTorch SA Base,
(Optional) EasyTorch SA Base,
self -adhering or EasyTorch APP
EasyTorch APP
Smooth or Granular,
-135.0
W-19.
plywood at max.
EasyNailBase
Note 2
equally spaced, staggered center rows
self -adhering
Smooth, torch -applied
torch -applied
24" spans
TORCH_ -_APPLIED BASE `` -PLY:'-,
Min. 15/32"
6-inch o.c. in the min. 4-inch lap and 6-inch o.c. in four (4),
(Optional) EasyTorch
APP Smooth, torch-
(Optional) EasyTorch APP
EasyTorch APP
Smooth or Granular,
-135.0
W-20.
plywood at max.
EasyNailBase
Note 2
equally spaced, staggered center rows
applied
pp
Smooth, torch -applied
torch -applied
24" spans
:. TABLE D: WOOD DECKS. NEW: CONSTRUCTION orREROOF (Tear -Off);
SYSTEM -TYPE F 'BONDED ROOF COVER
System
Deck (Note 1)
Roof Cover
MDP
No.
Type
Joint Treatment
Base Ply
Ply
Cap
(psf)
Min. 15/32" plywood
None
EasyTorch SA Base, self -adhering
y g
(Optional) EasyTorch SA Base, self -adhering
EasyTorch APP Smooth or
75.0
W-21.
4" spans
or EasyTorch APP Smooth, torch -applied
Granular, torch -applied
Min. 15/32" plywood
Plywood joints are covered with 4-inch wide strips of
EasyTorch SA Base, self -adhering
(Optional) EasyTorch SA Base, self -adhering
EasyTorch APP Smooth or
-120.0
W-22.
at max. 24" spans
EasyBase, rolled into place to create continuous bond.
or EasyTorch APP Smooth, torch -applied
Granular, torch -applied
TABLE ZA:' CONCRETE DECKS ,NEW CONSTRUCTION or REROOF (Tear -Off) -,
SYSTEMTYPE F: NON -INSULATED, BONDED ROOF COVER
System
No.
Deck
(Note 1)
Primer
Roof Cover
MDP
(psf)
Base Ply
Ply
Cap
C-1.
Concrete
ASTM D41
EasyTorch APP Smooth, torch -applied
(Optional) EasyTorch APP Smooth, torch -applied
EasyTorch APP Smooth or Granular, torch -applied
6 -0.0
Exterior Research and Design, U.C. d/b/a Trinity) ERD TH Evaluation Report T37910. - 4 for FL14672-R4
— ---
ertificatevfA�thorization #9503 - _- — - _ - -_-- -- - - — - -- --6�DillOy-(2417)-FB_C-.NON-HVHZ-EVALUATION— __ _ _ _ _ ---- -- - - - - --- Revision_4:_10/02/2017
Prepared by: Robert Nieminen, PE-59166 LeakBarrier® EasyTorch— Modified Bitumen Roof Systems; (254) 913-7750 Appendix 1, Page 4 of 4