HomeMy WebLinkAboutEVALUATION REPORTl -F.' INITY I ERD
EVALUATION REPORT
Tarco Flooring
One Infor-nFtion Way, Suite 225
Little Rocl', / .R 72202
EXTERIOR RESEARCH & DESIGN, LLC.
Certificate of Authorization #9503
SCANNED
BY 353 Christian Street, Unit 13
06478
St. Lucie County (203)26 oxford, 2-92459245
Evaluation Report T37930.06.11-R4
FL14672-R4
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
construct,.m materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen,
P.E. for u e or the product under the Florida Building Code. The product described herein has been evaluated for
compliant a v:th the 61h Edition (2017) Florida Building Code sections noted herein.
DESCRIPTIc.4: LeakBarrier® EasyTorch'ag Modified Bitumen Roof Systems
LABELING: Lzoeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted
herein.
CONTINOEr C:)rnPLIANcE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced
Quality Assu •ance documentation changes, or provisions of the Code that relate to the product change. Acceptance of
this Evalu.3tlon Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product
changes c • i he referenced Quality Assurance documentation changes. Trinity ERD requires a complete review of this
Evaluatior Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMFt T: The Evaluation Report number preceded by the words "TRINITYIERD Evaluated" may be displayed in
advertisir f, i rerature. 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 Evalt it,:3n Report consists of pages 1 through 4, plus a 4-page Appendix.
Prepared:
Robert I.M. Meminen, P.E.
Florida Reg :t,:tion No. 59166, Florida DCA ANE1983
The facanlie seat appearing was authorized by Robart Nieminen, P.E.
on 10/Oi/1017. This does not serve as an etectroalcalN signed
d.eument.
CERTIFICATION 0. INDEPENDENCE:
1. Exteric 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 cc, np any manufacturing or distributing products it evaluates.
2. Exterior F:asearch & Design, LLC. d/b/a Trinity[ERD is not owned, operated or controlled by any company manufacturing or
distrib tit ;; products it evaluates.
3. Robert Ni,minen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for
which .he evaluation reports are being issued.
4. Robert Ntominen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
produt :.
5. This is 3 u,lding code evaluation. Neither Trinity) ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
projec D. tchich this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained
specific al,-, fui that purpose.
TRINITY
ERD
ROOFING SYSTEMS EVALUATION:
1. ScnPz:
Product Category: Roofing
Surr-Category: Modified Bitumen Roof Systems
Compliance Statement: LeakBarrier® EasyTorchTM Modified Bitumen Roof Systems, as produced by Tarco Roofing,
hzwe 'er onstrated compliance with the following sections of the 6" Edition (2017) Florida Building Code through
testil:g in accordance with the following Standards. Compliance is subject to the Installation Requirements and
Jr-,ii,tions / Conditions of Use set forth herein.
2. STANDARDS:
Sertign
Property
Standard
Year
15n4.�1
Wind
FM 4474
2011
1504.7
Impact
FM 4470
2012
1507 10.2
Physical Properties
ASTM D226
2009
1507. L0.2
Physical Properties
ASTM D4601
2012
15,' T A.2
Physical Properties
ASTM D6163
2008
1507.11.2
Physical Properties
ASTM D6222
2011
3. RFFF.RENCES:
Endti+
Examination
Reference
Date
°P.'; "ST6049)
Wind - FM4470/4474
T36510.05.11
05/12/2011
ER,1 RSi6049)
Physical Properties
T35450.06.11
06/22/2011
EF:.. i.5r5049)
FM4470
T39050.11.11
11/18/2011
ERD (TST6049)
Physical Properties
T39040.11.11
11/21/2011
ER11 tIST6049)
Wind - FM4470/4474
K39690SC
03/07/2012
EK, (I ST6049)
Wind - FM4470/4474
TAR-SC7960.01.16
01/31/2016
EHi( ST6049)
Wind - FM4470/4474
TAR-SCS670.03.16
03/21/2016
cm ,,;'c049)
Wind - FM4470/4474
T6460.06.07-R2
05/26/2017
cF"ST6049)
Physical Properties
T6470.08.07-R2
06/02/2017
JL &JAI743)
Quality Assurance
Service Confirmation
Exp.03/09/2020
4. 0119 If CT DESCRIPTION:
T`• -, -.va!uation Report covers LeakBarrier® Easy`torclhTM Modified Bitumen Roof Systems installed in accordance
W: '1 : arro Roofing published installation instructions and the Limitations / Conditions of Use herein. The following
arc :crs make up the subject systems.
'table 1: Roll-Goodsfor LeakBarrier® EasyTorchTM Modified Bitumen Roof Systems
Type
Product
Specification
Reference
Type
Grade
•9, ;� Lee-s:
LeakBarrier® Easyl-ay—
ASTM D226
II
N/A
LeakBarrier® EasyNailBaseTM
ASTM D4601
(published)
II
N/A
moorh Surfaced Membranes:LeakBarrier®
rGr,nt,12
LeakBarrier® EasyTorchTM SA Base
ASTM D6163
I
S
EasyTorchTM APP Smooth
ASTM D6222
I
S
Surfaced Membranes:
LeakBarrier® EasyTorchTM APP Granular
ASTM D6222
I
G
Exterior R•:se .0 i zr:C Design, LLC. Evaluation Report T37930.06.11-R4
Cerd/]cot: cjA.a.rnrot:an#9503 6T"EDITION (2017)FBC NON-HVHZ EVALUATION FL14672-R4
LeakBarrier' Easyrorch Modified Bitumen Roof Systems Revision 4: 10/02/2017
Page 2 of 4
'\�TRINITY (ERD
5. LIP.^:ITATIONS:
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.
S.: This Evaluation Report is not for use in FBC HVHZ jurisdictions.
.i 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 "or 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 s 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
Y,pproval documentation.
5.6 or recover installations, the existing roof shall be examined in accordance with FBC 1511.
5.; 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
-3C 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 WD3, FM Loss
Prevention Data Sheet 1-29, Roofing Application Standard RAS 117 and Roofing Application Standard RAS
i37. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss
Feevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements.
5.E 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
•ational analysis is permitted for these systems.
.S.P or mechanically attached insulation or membrane over existing roof decks, fasteners shall be tested in the
,xisting deck for withdrawal resistance. A qualified design professional shall review the data for comparison
:o the minimum requirements for the system. Testing and analysis shall be in accordance with ANSI/SPRI
[X-1 or Testing Application Standard TAS 105.
S.JD 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
,ith ANSI/SPRI IA-1, ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS
:t24 shall be conducted on mock-ups of the proposed new roof assembly.
5.1 or 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
'.•sss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124.
5.'_2 •.fetal edge attachment (except gutters), shall be designed and installed for wind loads in accordance with
=3C Chapter 16 and tested for resistance in accordance with ANSI/SPRI ES-1 or Roofing Application Standard
3.4S 111, except the basic wind speed shall be determined from FBC Figure 1609.3(1), 1609.3(2) or
309.313).
5.' 3 Al products in the roof assembly shall have quality assurance in accordance with FAC Rule 61G20-3.
6. INSTALL':':ION:
6.--. asyTorch'" Modified Bitumen Roof Systems shall be installed in accordance with Tarco Roofing published
•stallation instructions, subject to the Limitations / Conditions of Use noted herein.
Exterior Ras¢: arch aad Design, U.C. Evaluation Report T37910.06.11-R4
Certificate o :jaio;a#9503 0 EDITION (2017) FBC NON-HVHZ EVALUATION FL14672-R4
LeakBarriera Easyrorch Modified Bitumen Roof Systems Revision4: 10/02/2017
Page 3 of 4
rTRINITY I ERD
5. :3,stem 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. 91JILDING PERMIT REQUIREMENTS:
vs required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
h - product.
8. (MANUFACTURING PLANTS:
Contact the named QA entity for manufacturing facilities covered by F.A.C. Rule 61G20-3 QA requirements.
9. QUALITY ASSURANCE ENTITY:
'Jnderw•:ters 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, U.C. Evaluation Report T37910.06.11-R4
Certificate of Authorization D9503 e EDITION (2017) FBC NON-HVHZ EVALUATION FL14672-R4
LeakBarrier® Easyrorch Modified Bitumen Roof Systems Revision 4: 10/02/2017
Page 4 of 4
\I TRINITY ERD
Table Deck Application Type Description Page
3A 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 3
1C-2 Wood New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet (screws & plates), Bonded Roof Cover 4
1D Woad 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 fallowing 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 Jurisdic0 i.i.
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 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 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 WD3, 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 exi.
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
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 TrinityI ERD Evaluation Report T37930.06.11-R4 for FL34672-R4
Certificate of Authorization #9503 6'" 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 1 of 4
TRINITY ! ERD
TABLE SA WOODUECKS `NEW.CONSTRUCTION, REROOF (Tear Off) Cr RECOVER
::
SYSTEM TYPE C: MECHANICALLYATTACHED INSULATION, BONDEDROOF COVER;
t
System
Deck
Top Insulation Layer Roof Cover
MOP
No.
(Note 1)
Base Insulation layer
(Psf)
Type Fasteners Attach Base Ply
Ply Cap
,SEtFADHEPING.BASE
� ....
PLY: ' • ' `.. ... -., ' ,"
z .i
Min. 15/32"
(Optional) One or more
Min. S
EasyTorch SA Base,
(Optional) EasyTorch SA Base,
EasyTorch APP Smooth
W-1.
plywood at max.
layers, any combination,
um -inch
Roof BoarOCK
Gypsum -Fiber Roof Board
Note 2
1 per 1It
self -adhering
self -adhering or EasyTorch APP
or Granular, torch-
-52.5
24" spans
loose laid
Smooth, torch -applied lied
applied
Min. 15
(Optional) One more
Min. 2-inch ACFoam II,
EnergyGuard Polyiso, ENRGY
:
EasyTorch SA Base,
O EasyTorch SA Base,
(Optional) ) y
EasyTorch APP Smooth
y
W-2.
plywoodd aat t max.
layers, any combination,
3,H-Shield, 15095+GL or
Note 2
1 per 1 ft
self -adhering
self-adhering or EasyTorch APP
or Granular, torch-
-82.5
24"spans
loose laid
Smooth, torch -applied
applied
Multi -Max FA3
TORCH -APPLIED BASE PLY:
W7p.4
Min. 15/32"
lywood 2 max.
(Optional) One or more
layers, any combination,
Min. 3/8-inch SECUROCK
Note 2
1 per 1It'
EasyTorch APP
Smooth, torch-
0 tional EasyTorch APP
(Optional) y
EasyTorch APP Smooth
or Granular, torch-
-52.5
"
loose laid
Gypsum -Fiber Roof Board
applied
Smooth, torch -applied
applied
TABLE: SBc.'WOOD DECKS 'NEW CONSTRUCTION, REROOF (Tear•Off) or 11 RECOVER
SYSTEM TYPE Di INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER'
System
Deck
Insulation Layer Base Sheet Roof Cover
MDP
No.
(Note 1)
Type Attach Type
Fasteners Attach Base Ply Ply
Cap Ply
(PsH
'.SELF -ADHERING BASE PLY:
Min. 15/32"
Any type,
30-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
combination
laid
staggered center rows
adhering
APP Smooth, torch -applied
torch -applied
'TORCH -AP PUED BASE PLY:-.
..
!
2
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 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, U.C. d/b/a Trinity I ERD Evaluation Report T37910.06.11-R4 for FL14672-R4
Certificate of Authorization #9S03 file 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
TRINITY ERD
TABLE X -1: WOOD DECKS,— CONSTRUCTION'birlREROOlF ( e r.
OYATTA&ED BASE SHEET (nalls),,BONDED R OFCOVEW -IN
�W SYSTEIVITYPE,E: NON -INSULATED, MECHANICAL 0
SystemDeck
Base Sheet
Roof Cover
MCIP
N1
(Note 1)
Type Fasteners Attach
Base Ply
Ply cap Ply
(Psf)
SELF-AOHERING BASE I'm q
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 or EasyTorch APP
Smooth or Granular,
-60.0self-adhering
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 go., 1-5/8" diameter
inch o.c. in four (4), equally spaced,
self -adhering
self -adhering or EasyTorch APP
Smooth or Granular,
-1201
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,
s e
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-APPUED
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-
Smoothtorch-alied
pp
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-
Smoothtorch-alied
pp
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
py
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
I
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-
Smoothtorch-alied
pp
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-
Smoothtorch -applied
Smooth or Granular,
2n
24"spans
tin -caps. (Ref., FBC 1517.5)
staggered center rows
applied
I ,
torch -applied
Exterior Research and Design, U.C. d/b/a Trinity I ERD Evaluation Report T37910.06.11-114for FL14672-R4
Certificate of Authorization #9503 6m EDITION (2017) FBC NON-HVHZ EVALUATION Revision 4: 10/02/2017
Prepared by: Robert Nleminen, PE-59166 LeakBarrier® EasyTorchTM Modified Bitumen Roof Systems; (254) 913-7750 Appendix 1, Page 3 of 4
"�JTRINIIY i ERD
TABLE 1C 2''WOOD DECKS NEW CONSTRUCTION REROOF (Tear-CHf) or RECOVER
� MECHANICALLY
,..,.SYSTEM TYPE E NON -INSULATED, ATTACHED BASE SHEET (screws & plates),iBONDED ROOF COVER' ,
System
Deck
Base Sheet
Roof Cover
MDP
No.
(Note 1)
Type
Fasteners
Attach
Base Ply
Ply
Cap Ply
(psf)
SELF-ADHERIi6 BASE PLY:
`.if :, ...
Min. 15/32"
10-inch o.c. in the min. 4-inch lap and 30-inch o.c. in two,
EasyTorch 5A Base,
(Optional) EasyTorch SA Base,
EasyTorch APP
W-17.
plywood at max.
EasyLay
Note 2
equally spacedstaggered center rows
self -adhering
self -adhering EasyTorch APP
Smooth or Granular,
-60.0
24"spans
,
Smooth, torch -applied
pplied
torch -applied
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,
EasyTorch APP
W-18.
plywood at max.
EasyLay
Note 2
equally spaced, staggered center rows
self -adhering
self -adhering or EasyTorch APP
Smooth or Granular,
-135.0
24"spans
Smooth, torch -applied
torch -applied
Min. 15/32"
6-inch o.c. in the min. 4-inch lap and 6-inch a.c. in four (4),
EasyTorch 5A Base,
(Optional) EasyTorch SA Base,
EasyTorch APP
W-19,
plywood at max.
EasyNailBase
Note 2
equally spacedstaggered center rows
,
self -adhering
self -adhering or EasyTorch APP
Smooth or Granular,
-135.1-
24"spans
Smooth, torch -applied
I torch -applied
l TORCH-APPLIED.BASE PLY: .. . " .. . i�
i .. .. . (P
1. i4, f' ,I
Min. 15/32"
6-inch o.c. in the min. 4-inch lap and 6-inch a.c. in four (4),
(Optional) EasyTorch
O tional EasyTorch APP
( p ) y
EasyTorch APP
W-20.
plywood at max.
EasyNailBase
Note 2
equally spaced, staggered center rows
ApP Smooth, torch-
Smooth, torch -applied
Smooth or Granular,
-135.0
24"spans
applied
torch -applied
,TABLE 1D:. WOOD DECKS -NEW CONSTRUCTION or BEROOF (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-21.
Min. 15/32" plywood
None
EasyTorch SA Base, self -adhering
(Optional) EasyTorch SA Base, self -adhering
EasyTorch APP Smooth or
-75.0
at max. 24" spans
or EasyTorch APP Smooth, torch -applied
Granular, torch -applied
W 22
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
at max. 24" spans
EasyBase, rolled into place to create continuous bond.
or EasyTorch APP Smooth, torch -applied
Granular, torch -applied
TABLE 2A; CONCRETE DECKS -NEW CONSTRUCTION'c r REROOF Near -Off)
p
- "
SYSTEM TYPE F: NON -INSULATED, BONDED -ROOF COVER
110 K
System
Deck
Roof Cover
MDP
No.
(Note 1)
Primer
1 i
(psf)
Base Ply
Ply
Cap
C-1.
Concrete
I ASTM D41
I EasyTorch APP Smooth, torch -applied
(Optional) EasyTorch APP Smooth, torch -applied
EasyTorch APP Smooth or Granular, torch -applied
-670.0
Exterior Research and Design, I.I.C. d/b/a Trinity) ERD Evaluation Report T37930.06.11-R4 for FL14672-R4
Certificate ofAuthorization #9503 hie EDITION (2017) FBC NON-HVH2 EVALUATION Revision 4: 10/02/2017
Prepared by: Robert Nieminen, PE-59166 LeakBamier• Easyrorch- Modified Bitumen Roof Systems; (254) 913-7750 Appendix 1, Page 4 of 4
a,;
..;. .