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,t I RINIIYIERD
EVALUATION REPORT
Johns Manville Corporation
P.O. Box 5108
Denver, CO 80217
ST. LUCTE COUNT:r BUgr1NG.DIVT>.SION
REVIEWED FOR COI EEXTERIOR RESEARCH & DESIGN, LLC.
RLVIE:i'ED BY Certificate of Authorization#9503
DATE I • r% 353 Christian Street
PLANS ANC pF,1_?_NWr MUST BE KEPT ON JOB Oxford, CT 06478
ORNO INSPECTION WILL BE MADE. PHONE: (203) 262-9245
FAX: (203) 262-9243
Evaluation Report J9340.05.08-R3
FL1037-R6
Date of Issuance: 05/19/2008
Revision 3: 04/28/2015
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida. The documentation submitted has been reviewed, by Robert Nieminen, P.E. for
use of the product under the Florida Building Code. The product described herein has been evaluated for compliance with
the 5th Edition (2014) Florida Building Code sections noted herein.
DESCRIPTION: JM Built -Up Roofing Systems
LABELING: Labeling shall be in accordance with the requirements 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 I 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 14-page Appendix.
Prepared by: TiACHME�'
CO D FASZENERS 0`� Of ZHE
AREi CS080F RECOAp
CONT�
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCAANE1983
THESE PLANS AND ALL PROPOSED WORK
ARE -SUBJECT F ELD �NgPECTORS THAT
REQUIRED BY
MAY BE NECESSARY IN ORDER T.0
COMPLY WITH ALL APPLICAOLE CQDEB'
The facsimile seal appearing was authorized by Robert Nieminen,
P.E. on 04/28/2015. This does not serve as an electronically signed
document. Signed, sealed hardcoples have been transmitted to the
Product Approval Administrator and to the named client
CERTIFICATION OF INDEPENDENCE:
1. Exterior Research & Design, LLC. d/b/a Trinity I ERD does not have, nor does it intend to acquire or will it acquire, a financial interest
in any company manufacturing or distributing products it evaluates.
2. Exterior Research & Design, LLC. d/b/a Trinity I ERD 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 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.
r
ROOFING SYSTEMS EVALUATION:
1. SCOPE:
�I TRINITY I ERD
Product Category: Roofing
Sub -Category: Built -Up Roofing Systems
Compliance Statement: JM Built -Up Roofing Systems, as produced by Johns Manville Corporation, have demonstrated
compliance with the following sections of the 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
Proper
Standard
Year
1504.3.1
Wind
FM 4474
2004
1504.7
Impact
FM 4470
1992
1507.10.2
Physical Properties
ASTM D2178
2004
1507.10.2
Physical Properties
ASTM D3909
1997
1507.10.2
Physical Properties
ASTM D4601
2004
1523.6.2
Wind
TAS 114
2011
3. REFERENCES:
gattl
Examination
Reference
Date
FM Approvals (TST1867)
FM 4470
3001629
09/10/1998
FM Approvals (TST1867)
FM 4470
3D4A4.AM
09/28/1998
FM Approvals (TST1867)
FM 4470
3000949
06/05/1998
FM Approvals (TST1867)
FM 4470
3001482
08/11/1998
FM Approvals (TST1867)
FM 4470
OZ8A9.AM
09/10/1998
FM Approvals (TST1867)
FM 4470
3007148.
04/19/2000
FM Approvals (TST1867)
FM 4470
3006346
08/15/2000
FM Approvals (TST1867)
FM 4470
3009499
04/04/2001
FM Approvals (TST1867)
FM 4470
3011057
08/10/2001
FM Approvals (TST1867)
FM 4470
3012974
06/03/2002
FM Approvals (TST1867)
FM 4470
3014090
09/05/2002
FM Approvals (TST1867)
FM 4470
3011248
11/01/2002
FM Approvals (TST1867)
FM 4470
3015444
07/11/2003
FM Approvals (TST1867)
FM 4470/4474
3026130
04/26/2006
IRT (TST7408)
TAS 114
99001.1.20.99
01/20/1999
IRT (TST7408)
TAS 114
99002.1.20.99
01/20/1999
IRT (TST7408)
TAS 114
99003.1.20.99
01/20/1999
IRT (TST7408)
TAS 114
.99006.1.20.99
01/20/1999
IRT (TST7408)
TAS 114
99007.1.20.99
01/20/1999
IRT (TST7408)
TAS 114
99008.1.20.99
01/20/1999
IRT (TST7408)
TAS 114
99016.1.20.99
01/20/1999
IRT (TST7408)
TAS 114
99009.2.10.99
02/10/1999
IRT (TST7408)
TAS 114
99010.2.10.99
02/10/1999
IRT (TST7408)
TAS 114
02-026
07/26/2002
IRT (TST7408)
TAS 114
02-011
02/06/2002
Miami -Dade (CER1592)
Physical Properties
Various NOAs
Current
UL LLC (QUA9625)
Quality Control
Service Confirmation
Exp. 10/22/2016
Exterior Research and Design, U.C. Evaluation Report J9340.05.08-R3
Certificate of Authorization #9503 F1.1037-116
Revision 3: 04/28/2015
Page 2 of 4
ERD QFD
��J�N I
4. PRODUCT DESCRIPTION:
This Evaluation Report covers Johns Manville Built -Up Roof Systems (BUR) installed in accordance with Johns Manville published
installation instructions and the Limitations / Conditions of Use herein. The following Johns Manville products make up the
subject s stems
5.
y '
" '' 1ABLE1 ROLL GOODSFORJOHNSMANVILLEBUILTUPROOFSYSTEMS S
Type
Product
Specification
Type
Base Sheets
DynaBase
NASTM3
j4897
Type[
GlasBase Plus
1
TypeII
Ventsulation Felt
Type II
Ply Sheets
PermaPly 28
ASTM D4601
Type 11
GlasPly IV
ASTM D 4601
Type IV
GlasPly Premier
ASTM D 2178
Type VI
Cap Sheets
GlasKap
ASTM D3909
N/A
GlasKap CR
ASTM D3909
N/A
GlasKap Plus
ASTM D5147
N/A
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 HVHZ.
5.3 Refer to a current 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 shall be in accordance with FBC
requirements to the satisfaction of the AHJ. Wind load resistance of the roof deck shall be documented through proper
codified and/or FBC Approval documentation.
5.6 For recover installations, the existing roof shall be examined in accordance with FBC 1510.
5.7 For mechanically attached insulation or membrane or strip -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 RAS 117 and FM LPDS 1-29. Assemblies marked with an asterisk* carry the
limitations set forth in Section 2.2.1.5.1(a) of FM LPDS 1-29 for Zone 2/3 enhancements.
5.8 For 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. 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 TAS 105 or ANSI/SPRI FX-1.
5.10 For bonded insulation or membrane over existing substrates in a re -roof (tear off) or recover installation, the existing deck
or existing roof surface shall be examined for compatibility with the adhesive to be installed. If any surface conditions
exist that bring system performance into question, field uplift testing in accordance with ASTM E907, FM LPDS 1-52,
ANSI/SPRI IA-1 or 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 AHJ, as documented through field
uplift testing in accordance with ASTM E907, FM LPDS 1-52 or TAS 124.
5.12 Metal edge attachment (except gutters), shall be designed and installed for wind loads in accordance with FBC Chapter 16
and tested for resistance in accordance with ANSI/SPRI ES-1 or RAS 111, except the basic wind speed shall be determined
from FBC Figure 1609.
Exterior Research and Design,LLC.
Certificate of Authorization #9503
Evaluation Report J9340.05.08-113
FL1037-R6
Revision 3: 04/28/2015
Page 3 of 4
` J TRINITY `ERD
5.13 All products in the roof assembly shall have quality assurance audit in accordance with the FBC and F.A.C. Rule 61G20-3.
6. INSTALLATION:
6.1 Johns Manville Built -Up Roof Systems shall be installed in accordance with Johns Manville Corporation published
Installation instructions, subject to the Limitations / Conditions of Use 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.
8. MANUFACTURING PLANTS:
Contact the named QA entity for manufacturing facilities covered by F.A.C. Rule 61G20-3 CIA requirements.
9. QUALITY ASSURANCE ENTITY:
UL LLC—QUA9625; (414) 248-6409; Karen.buchmann@us.ul.com
- THE 14-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT -
Exterior Research and Design, I.I.C. Evaluation Report J9340.05.08-113
Certificate of Authorization #9503 FL1037-R6
Revision 3: 04/28/2015
Page 4 of 4
Table Deck Application Type Description Page
1A-1 Wood New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 3
1A-2 Wood New or Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 3
16 Wood New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Banded Top Insulation, Bonded Roof Cover 3
1C Wood New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 4
ID
Wood _
New, Reroof (Tear -Off) or Recover
D
Prelim. Attached Insulation, Mech, Attached Base Sheet, Bonded Roof Cover
4
' SE-
Wood,
=Nev4orRerodf(fear-Off) -
iE.
'Non-Insulated,-Mech.Attached.BaseSheet Bonded Roof Cover•
4
Steel or Conc.
New, Reroof (Tear -Off) or Recover
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
5
2B
Steel or Conc.
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
6
2C
Steel or Conc.
New, Reroof (Tear -Off) or Recover
D
Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover
6
3A
Concrete
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
7
3B
Concrete
New or Reroof (Tear -Off)
F
Non -Insulated, Bonded Roof Cover
7
4A
LWIC
New or Reroof (Tear -Off)
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
B
4B
LWIC
New or Reroof (Tear -Off)
E
Mech. Attached Base Sheet, Bonded Roof Cover
9
4C
LWIC
New or Reroof (Tear -Off)
F
Non -Insulated, Bonded Roof Cover
9
SA-1
CWF
New or Reroof (Tear -Off)
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
10
SA-2
CWF
New, Reroof (Tear -Off) or Recover
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
10
513
CWF
New, Reroof (Tear -Off) or Recover
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
10
5C
CWF
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
11
SD-1
CWF
New or Reroof (Tear -Off)
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
11
SD-2
CWF
New, Reroof (Tear -Off) or Recover
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
11
6A-1
Gypsum
Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
12
6A-2
Gypsum
Reroof (Tear -Off)
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
12
6A-3
Gypsum
Reroof (Tear -Off) or Recover
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
12
68
Gypsum
Reroof (Tear -Off)
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
13
6C
Gypsum
Reroof (Tear -Off)
C
Mech. Attached Insulation, Bonded Roof Cover
13
6D-1
Gypsum
Reroof (Tear -Off)
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
13
6D-2
Gypsum
Reroof (Tear -Off) or Recover
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
13
7
Various
Recover
A-1
Bonded Insulation. Bonded Roof Cover
14
Exterior Research and Design, LLC. d/b/a Trinity ( ERD Evaluation Report J9340.05.O8-113 for FL1037-R6
Certificate oJAutharization N9503 Revision 3: 04/28/2015
Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 1 of 14
r"
i
TRINITYERD
The following notes apply to the systems outlined herein:
1. The roof system evaluation herein pertains to above -deck roof components. Roof decks shall be in accordance with FBC requirements to the satisfaction of the AHJ. Wind load resistance of the roof deck shall be
documented through proper codified and/or FBC Approval documentation.
2. Unless otherwise.noted; fasteners and itress plates for Insulation attachment shall be as follows. Fastenersshalhbe of.sufflcient length fcrthe:following engagements:
i Woz Deck: 1 f UltraFast Fastenersor.All Purpose�Fasteners with UltraFast Metal Plates. Minimum V.-Inch plyvipod.penetratlon or minimum 1-inch wood plank embedment.
ent.
Y Steel Deck: UltraFast Fasteners or All Purpose Fasteners with UltraFast Metal Plates. Minimum Y.-inch steel penetration and engage the top flute of the steel deck.
> Concrete Deck: All Purpose Fasteners with UltraFast Metal Plates or Structural Concrete Fasteners with UltraFast Metal Plates (flat bottom only). Minimum 1-Inch embedment Fasteners installed with
a pilot hole In accordance with the fastener manufacturer's published installation Instructions.
3. Unless otherwise noted, Insulation may be any one layer or combination of polyisocyanurate, polystyrene, wood fiberboard, perlite, gypsum -based roof board or Invinsa 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. Unless otherwise noted, Insulation adhesive application rates are as follows. Ribbon or bead width is at the time of application; the ribbons/beads shall expand as noted in the manufacturer's published Instructions.
Y Hot asphalt (HA): Full coverage at 25-30lbs/square
i JM MBR Bonding Adhesive (MBR-BA): Continuous Y.-Inch wide ribbons, 12-inch o.c. or full coverage at 2.0 gal/square
Y JM Two -Part Urethane Insulation Adhesive (UTA-2): Continuous Y-inch wide ribbons, 12-inch o.c.
> 3M CR-20: Continuous 2% to 3%-inch ribbons, 12-Inch o.c.
Y Note: When multiple loyers(s) of lnsulotion and/or coverbaard are installed In ribbon -applied adhesive, adhesive ribbons shall bestaggered from layer-to-loyer a distance of one-half the ribbon spacing.
> Note: The maximum edge distance from the adhesive ribbon to the edge of the insulation board shall be not less than one-half the specified ribbons spacing.
5. Unless otherwise noted, all insulations are flat stock or taper board of the minimum thickness noted. Tapered polyisocyanurate at the following thickness limitations may be substituted with the following Maximum
Design Pressure (MDP) limitations. In no case shall these values be used to 'increase' the MDP listings in the tables; rather if MDP listing below meets or exceeds that listed for a particular system In the tables, then
the thinner board listed below may be used as a drop -in for the equivalent thicker material listed In the table:
> JM Two -Part Urethane Insulation Adhesive (UTA-2): MDP = -315.0 psf (Min. 0.5-inch thick)
Y 3M CR-20: MDP = -117.5 psf (Min. 1.0-inch thick)
6. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft.
7. 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 RAS 117 and FM LPDS 1-29.
Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.1.5.1(a) of FM LPDS 1-29 for Zone 2/3 enhancements.
B. 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.
9. For mechanically attached components over existing decks, fasteners shall be tested In the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the
minimum requirements for the system. Testing and analysis shall be in accordance with TAS 105 or ANSI/SPRI FX-1.
10. For existing substrates in a bonded recover installation, the existing roof surface shall be examined for compatibility and bond performance with the selected adhesive, and the existing roof system shall be capable of
resisting project design pressures on its own merit to the satisfaction of the AHJ, as documented through field uplift testing In accordance with ASTM E907, FM LPDS 1-52, ANSI/SPRI IA-1 orTA5124.
11. LWIC shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWIC Is referenced, refer to current LWIC Product Approval for specific deck
construction and limitations. For systems where specific LWIC Is not referenced, the minimum design mix shall be 300 psi. In all cases, the minimum top -coat thickness is 2-inches. For LWIC over structural concrete,
reference is made to FBC Section 1917.4.1, Point 1.
12. Unless otherwise noted, a 1M BUR Roof Cover consists of hot asphalt applications of an optional base sheet of Glasbase, Glasbase Plus, PermaPly 28 or DynaBase followed by two or more plies of GlasPly IV or GlasPly
Premier and an optional cap sheet of GlasKap, GlasKap Plus or GlasKap CR. Systems without a cap sheet shall be surfaced in accordance with 1M requirements, meeting the fire resistance requirements of FBC 2505.1.
13. '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 19340.05.08-R3 for FL1037-R6
Certificate of Authorization N9503 Revision 3: 04/28/2015
Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 2 of 14
r
TRINITY ,ERD
TABLE IA-1: WOOD DECKS— NEW CONSTRUCTION OR REROOF (TEAR -OFF)
SYSTEMTYPEA-2: MECHANICALLY ATTACHED ANCHOR SHEET, BONDED INSULATION, BONDED ROOF COVER
System
Deck
Anchor Sheet
Base Insulation
Top Insulation
MDP
No.
(See Note 1)
Type
Fasteners
Attach
Type
Attach
Type
Attach
Roof Cover
(Psf)
GlasBase,
32 ga., 1-5/8"
12" o.c. at the 4-
One or more layers, any combination
Min 1.5" Fesco Foam or
Min. 19/32`
GlasBase Pius,
diameter tin caps
Inch lap and 12"
Min 1" ENRGY 3, JM ISO 3, Fesco Foam
Dura Foam; Min Y." Retro-.
JM BUR. See
W-1.
plywood at max.
PermaPly No. 28
with 11 ga.
o.c. In two equally
or Dura Foam; Min X" Retro-Fit Board
HA
Fit Board or Dura Board;
HA
Note 12.
-60.0
24-inch span
ors eshoet tton
annular ring
spaced, staggered
or Dura Board; Min Y." Fesco Board
Min Y." Fesco Board
base sheet
shank nails
center rows
TABLE 1A-2: WOOD DECKS —NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER
SYSTEM TYPEA-2: MECHANICALLY ATTACHED ANCHOR SHEET, BONDED INSULATION, BONDED ROOF COVER
System
Deck
Anchor Sheet
Base Insulation
Top Insulation
MDP
No.
(See Note 1)
Type
Fasteners
Attach
Type
Attach
Type
Attach
Roof Cover
(Pso
Min.
Two plies GlasBase,
9" o.c, at the 4-
One or more layers, any combination
Min 1.5" Fesco Foam or
plyw000dd aat t
GlasBase Plus,
inch lap and 12"
Min 1" ENRGY 3, JM ISO 3; Min 1.5"
Dura Foam; Min X" Retro-
1M BUR. See
W-2.
max. 24-Inch
PermaPly 28 or
See Note 2
o.c. In two equally
Fesco Foam or Dura Foam; Min X"
HA
Fit Board Dura Board;
HA
Note 12.
•52.5
span
Ventsulation base
spaced, staggered
Retro-Fit Board or Dura Board; Min Y."
Mln'/." Fesco Board
Fesco
sheet
centerrows
Fesco Board
8" o.c. at the 3-
Min. 19/32"
Inch lap and 8"
One or more layers, any combination
Min 1.5" Fesco Foam or
W3'
plywood at
GlasPly Premier base
See Note 2
o.c. in three
Min 1" ENRGY 3, JM ISO 3, Fesco Foam
HA
Dura Foam; Min Y." Retro-
HA
JM BUR. See
-52.5
max. 24-Inch
sheet
equally spaced,
or Dura Foam; Min %" Retro-Fit Board
Fit Board or Dura Board;
Note 12.
span
staggered center
rows
or Dura Board; Min Y." Fesco Board
Min Y." Fesco Board
TABLE 1B: WOOD DECKS — NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER
SYSTEMTYPEB: MECHANICALLY ATTACHED BASE INSULATION, BONDED TOP INSULATION LAYER, BONDED ROOF COVER
System
Base Insulation Layer
Top Insulation Layer,
MDP
No.
Deck (See Note 1)
Roof Cover
(Psf)
Type
Fasteners
Attach
Type
Attach
W 4
Min. 19/32" I
/ plywood at max. 24-
Min 1" ENRGY-3 or1M ISO 3
See Note 2
2ft'
Min Y.." Fesco Board; Min 1.5"
Fesco Foam Dura Foam; Min
Inch span
Min''/." Fesco Board or DuraBoard
1 per
or X"
HA
JM BUR. See Note 12.
-45.0•
Retro-fit Board or DuraBoard
W-5.
Min. 19/32" plywood at max. 24.
Min. 1.4" ENRGY-3 or JM ISO 3, Min
See Note 2
t
1 2.67ft
Min F. Fesco Board; Min 1.5"
Fesco Foam Dura Foam; Min %"
HA
JM BUR. See Note 12.
45.0•
inch span
pa
1.5" Fesco Foam or Dura Foam
per
or
Retro-Fit Board or DuraBoard
Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report J9340.05.08-R3 for FL1037-RS
Certificate of Authorization N9503 Revision 3: 04/28/2015
Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 3 of 14
TRINITY 1 ERD
TABLE 1C: WOOD DECKS —NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER
SYSTEMTYPEC: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER
Base Insulation Layer
Top Insulation Layer
Roof Cover
System No.
Deck (See Note 1J
MDP (psf)
Type
Attach
Type
Fasteners
Attach
Base I Ply I Cap
Min. 19/32" plywood at max.
(Optional) One or
Min %" Fesco Board
r
W-6'
more layers, any
Loose laid
Min Y," Retro-Fit Board or
See Note 2
1 per 2ft
JM BUR. See Note 12.
-45.0•
24-Inch span
combination
DuraBoard
Min. 19/32" plywood at max.
(Optional) One or
Min 1.5" Fesco Foam or Dura
r
W 7'
more layers, any
Loose laid
See Note 2
1 per 2.67ft
JM BUR. See Note 12.
.45.01
24-inch span
combination
Foam
TABLE ID: WOOD DECKS— NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER
SYSTEM TYPED: PRELIMINARILY ATTACHED INSULATION, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER
System
Deck
Insulation Layers)
Base Sheet
Roof Cover
MDP (psf)
Type
Attach
Base
Fasteners
Attach
Ply
Cap
No.
(See Note 1)
One or more
8" o.c, at the 3-Inch lap and 8"
One or more plies of GlasBase,
(Optional) One ply of
W-8.
Min. 19/32" plywood
layers, any
Prelim
One ply of
See Note 2
o.c. in three equally spaced,
GlasBase Plus, Perma Ply No. 28,
GlasKap, GlasKap CR
-52.5
at max. 24-Inch span
combination
Attach
GIasPly Premier
staggered center rows
GIasPIy and/ar GIasPly Premier
or GlasKap Plus
plies
(min 2 plies If no cap)
C.
TABLE1E: WOOD DECKS— NEW CONSTRUCTION oRRER00F(TEAR-OFF)
SYSTEM TYPE E: NON -INSULATED, MECHANICALLYATTACHED BASE SHEET, BONDED ROOF COVER
System
Deck (See Note 1)
Base Sheet
Roof Cover
MDP (psi)
Type
Fasteners
Attach
Ply
Cap
N
�in. 19/32" plywood at max.
GlasBase, GlasBase Plus,
32 ga., 1-5/9" diameter tin
9" o.c. at the 3-Inch lap and 18"
W-9'
24-Inch span
PermaPly 28 or Ventsulation
caps with 11 ga. annular ring
o.c. in two equally spaced,
45.0•
shank nails
staggered center rows
One or more plies of
Min. 19/32" plywood at max.
Two plies GlasBase, GlasBase
32 ga., 1-5/8" diameter tin
9" o.c. at the 3-Inch lap and 12"
W-10.
24-Inch span
p
Plus, PermaPly 28 or
caps with 31 ga. annular ring
o.c, in two equally spaced,
GlasBase, GlasBase
(Optional) One of
-52.5
Ventsulation
shank nails
staggered center rows
gg
Plus, Perma Ply No. 28,
GIasPly IV and/or
ply
GlasKap, GlasKap CR or
GlasKap Plus
Min. 19/32" plywood at max,
8' o.c. at the 3-Inch lap and 8"
W-11.
24,Inch span
GIasPly Premier base sheet
See Note 2
o.c. in three equally spaced,
GIasPIy Premier (min 3
-52.5
staggered center rows
plies If no cap)
Min. 29/32" plywood at max.
GlasBase, GlasBase Plus,
32 ga., 1-5/8" diameter tin
9" o.c. at the 3-inch lap and 12"
W-12.
24-Inch span
PermaPly 28 or Ventsulation
caps with 11 ga. annular ring
o.c. in two equally spaced,
-60.0
I
shank nails I
staggered center rows
Exterior Research and Design, LLC. d/b/a Trinity ( ERD Evaluation Report 19340.05.08-R3 for FL3037-R6
Certificate of Authorization #9503 Revision 3: 04/28/2015
Prepared by: Robert Nieminen, PE-S9166 Appendix 1, Page 4 of 14