HomeMy WebLinkAboutPRODUCT APPROVALSCANNED
8V
St. Lucie county
BCIS'Home 1 Log In i User Registration Hot Topics I Submit Surcharge Stats & Facts
bpr
a
(R Product Approval
pprr,,rr � USER: Public User
rc�rar��
Pmduct Approval Menu > Product or Aoolication Search > Application List
-FY
Search Criteria
ABPJL"out Ab0i1T DBPB, tl"'R 601woux . C0tlrACT DB;?it,
Refine Search
Code Version
2017
FL#
16027
Application Type
ALL
Product Manufacturer
ALL,
Category
ALL
Subcategory
ALL
Application Status
ALL
Compliance Method
ALL
Quality Assurance Entity
ALL
Quality Assurance Entity Contract Expired
ALL
Product Model, Number or Name ALL
Product Description
ALL
Approved for use in HVHZ
ALL
Approved for.use outside HVHZ
ALL
Impact Resistant
ALL
Design Pressure
ALL
Other
ALL
€L#
Type
Manufacturer
Validated By
S a us
FL16027-112
Revision
Tri-Built Materials Group, LLC
Category: Roofing
Subcategory: Modified Bitumen Roof System
John W. Knezevich, PE
(954) 772-6224
Approved
History
-„ppmvee py uorK. , ppmvai oy uorn snap pe rewewea ana raoneu oy the PUL ana/or the c.omm651on p necessary.
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850.487-1824
The State of Florida Is an AA/EEO employer. Cogyrieht 2007-2013 State. of Florida.::. Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail addressreleasedin response to a public -records request, do not send electronic
mail.to this entity. Instead, contact the office by phone or by traditional mail. If you, have any questions, please. contact 850.487.1395. -Pursuant to Section 455.275
(1), Florida Statutes, effective October 1, 2022, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The
emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a -personal address,
please provide. the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please
dick here
Product Approval Accepts:
® ®® iOtfd
Credit Card
Safe
RECEIVED
JUN' '2'8 2018
Permitting pepartment
St. Lucie County
FILE COPY
F*110
\,e TRINITY I ERD
EVALUATION REPORT,
TRI-BUILT Materials Group, LLC
PO Box 70
Rutherford, NJ 07070
(800) 516-1485
EXTERIOR RESEARCH & DESIGN, LLC.
Certificate of Authorization #9503
353 Christian Street
Oxford, CT 06478
(203) 262-9245
Evaluation Report A42970.10.12-112
FL16027-RZ
Date of Issuance:10/23/2012
Revision 2: 09/25/2017
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 6t" Edition (2017) Florida Building Code sections noted herein.
DESCRIPTION: TRI-BUILT Modified Bitumen Roof 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. Tririityl 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 atthe job site at the request of the Building Official.
This Evaluation Report consists of pages:) through 4, plus a 26-page Appendix.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCA ANE1983
The facsimile seal appearing was authorized by Robert Nieminen,
P.E. on 09/25/2017. 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 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.. LL
S. 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 forpermitting or design guidance unless retained
specifically for that purpose.
(TT�INITYJERD
ROOFING SYSTEMS EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Modified Bitumen Roof Systems
Compliance Statement: TRI-BUILT Modified Bitumen Roof Systems, as produced by TRI-BUILT Materials Group,
LLC, have demonstrated compliance with the following sections of the 6th Edition (2017) Florida Building Code
through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements
and Limitations / Conditions of Use set forth herein.
2. STANDARDS:
Section
PropertV
Standard
Year
1504.3.1
Wind
FM 4474
2011
1504.7
Impact
FM 4470
2012
1507.11.2
Physical Properties
ASTM D6163
2008
1507.11.2
Physical Properties
ASTM D6164
2011
1507.11.2
Physical Properties
ASTM D6222
2011
3. REFERENCES:
Entity
Examination
Reference
Date
ERD (TST6049)
Physical Properties
P10490.10.08-2
10/30/2008
ERD (TST6049)
FM 4470/4474
P13760.09.09
09/10/2009
ERD (TST6049)
FM 4470/4474
P13770.09.09
09/10/2009
ERD (TST6049)
FM 4470/4474
P30540.11.09-R!
11/30/2009
ERD (TST6049)
FM 4470/4474
P30550.12.09
12/02/2009
ERD:(TST6049)
Physical Properties,
033960.12.10.
12/30/2010
ERD (TST6049)
FM 4470/4474
P33970.03.11
03/15/2011
ERD (TST6049)
Physical Properties
P37590.03.13-3A
03/06/2013
ERD (TST6049)
FM 4470/4474
P39680.03.13
03/04/2013
ERD (TST6049)
Physical Properties
P37590.03.13-1-R1
06/26/2013
ERD (TST6049)
Physical Properties
P37590.03.13-2-R1
07/01/2013
ERD (TST6049)
Physical Properties
P37590.07.13-2
07/01/2013
ERD (TST6049)
Physical Properties
P37590.03.13-5-R1
07/01/2013
ERD (TST6049)
Physical Properties
P37590.07.13-1
07/02/2013
ERD (TST6049)
Physical Properties.
P45940.09.13
09/04/2013
ERD (TST6049)
Physical Properties
P44370.10.13
10/04/2013
FM Approvals (TST1867)
FM 4470
2W7A7.AM
08/04/1994
FM Approvals (TST1867)
FM 4470
OD3A3.AM
04/04/1997
FM Approvals (TST1867)
FM 4470
2DOAO.AM
12/23/1998
FM Approvals (TST1867)
FM 4470
2D5A9.AM
06/22/1999
FM Approvals (TST1867)
FM 4470
3006646
01/04/2000
FM Approvals (TST1867)
FM 4470
3001334
01/25/2000
FM Approvals (TST1867)
FM 4470
300,1334
02/15/2000
FM Approvals (TST1867)
FM 4470
300085.7
01/12/2000.
FM Approvals (TST1867)
FM 4470
3004091
01/12/2000
FM Approvals (TST1867)
FM 4470
3006115
05/02/2001
FM Approvals (TST1867)
FM 4470
3012321
07/29/2002
FM Approvals (TST1867)
FM 4470
3014692
08/05/2003
FM Approvals (TST1867)
FM 4470
3014751
08/27/2003
FM Approvals (TST1867)
FM 4470
3007170
01/13/2004
FM Approvals (TST1867)
FM 4470
3019317
06/30/2004
FM Approvals (TST1867)
FM 4470
3020703
07/30/2004
FM Approvals (TST1867)
FM 4470/4474
3018332
01/31/2006
FM Approvals (TST1867)
FM 4470/4474
3023368
03/20/2006
FM Approvals (TST1867)
FM 4470/4474
3024594
05/23/2006
Exterior Research and Design, LLC. Evaluation Report A42970.10.12-R2
Certificate of Authorization #9503 6TH EDITION (2017) FBC NON-HVHZ EVALUATION FL16027-112
TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Revision 2: 09/25/2017
Page 2 of 4
EntitV
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
PRI (TST5878)
PRI (TST5878)
PRI(TST5878)
PRI (TST5878)
Miami -Dade (CER1592)
Miami -Dade (CER1592)
UL LLC (QUA9625).
UL LLC (QUA9625)
UL LLC (QUA9625)
4. PRODUCT DESCRIPTION:
Examination
FM 4470/4474
FM 4470/4474
FM 4470/4474
Physical Properties
Physical Properties
Physical Properties
Physical Properties
HVHZ Compliance
Proposal'for Review
Quality Control
Quality Control
Quality Control
Reference
3023458
3030668
3032172
PUSA-062-02-01
PUSA-061-02-02
PUSA-064-02-02
PUSA-062-02-02
Various NOAs
10-0823
MI -Agreement
'M L Correlation, R27202
Service Confirmation, R14571
\I TRINITY I ERD
Date
07/18/2006
09/12/2007
06/12/2009
12/04/2007
01/28/2008
02/27/2008
12/04/2008
Various
10/12/2010
02/27/2012
08/20/2012
Exp.10/06/2018
This Evaluation Report covers TRI-BUILT Modified Bitumen Roof Systems installed in accordance with TRI-BUILT
Materials Group, LLC published installation instructions and the Limitations / Conditions of Use herein. The
following membranes make up the subject systems.
Table 1: R'oll-GoodslorTR1=BUILT Modlfled ,Bitumen .Roof Systems
Type
Product
Specification
Reference
Grade
Type
SBS Membranes
TdBuilt SA SBS Base
ASTM D6163, Table 2
S
I
TriBuilt SBS Granular
ASTM D6164
G
I
TriBuilt SA SBS Cap
ASTM D6164
G
I
APP Membranes
TriBuilt APP Smooth
ASTM D6222
S
I
TriBuilt APP Granular
ASTM D6222
I G
I
TriBuilt SA APP Cap
ASTM D6222
I G
I
S. LIMITATIONS:
5.1 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 EvaluationReport, or previous versions thereof, is/was used
for permitting or design guidance unless retained specifically for that purpose.
5.2 This EvaluationReportis not for use in FBC HVHZ jurisdictions.
5.3 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.
Exterior Research and Design, I.I.C. Evaluation Report A42970.30.12-R2
Certificate ofAuthorizotlon H9503 6'EDITION (2017) FBC NON-HVHZ EVALUATION FL16027-R2
TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Revision 2: 09/25/2017
Page 3 of 4
v TRINITY JERD
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 ASTNI 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), 1609.9(2) or
1609.3(3).
5.13 All products in the roof assembly shall have quality assurance in accordance with FAC Rule 61G20-3.
6. INSTALLATION:
6.1 TRI-BUILT Modified Bitumen Roof Systems shall be installed in accordance with. TRI-BUILT Materials Group,
LLC published installation instructions, subject to the Limitations / Conditions of Use noted below.
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 noted QA agency for information on product locations covered for F.A.C. Rule 61G20-3 QA
requirements.
9. QUALITY ASSURANCE ENTITY:
UL LLC —QUA9625,• (314) 578-3406, k.chancellor@us.ul.com
- THE 26-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT -
Exterior Research and Design, LLC. Evaluation Report A42970.10.12-R2
Certificate ojAuthorizotion #9503 6'" EDITION (2017) FBC NON-HVH2 EVALUATION F1.16027-112
TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Revision 2.,09/25/2017
Page 4 of 4
TRIN"I ERD
I APPENDIB 2:YATTACHNIENTREQUIREMENTS.FOR WIND UPLIFT RESISTANCE '
Table
Deck
Application
Type,
Description
Page
IA-1
Wood
New or Reroof (Tear -Off)
A-2
Mech. Attached Anchor Sheet, Bonded Insulation,: Bonded Roof Cover
4
SA-2
Wood
New, Reroof (Tear -OM or Recover
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
5
1B
Wood
New, Reroof (Tear -Off) or Recover
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
5
1C
Wood
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
6
11)
Wood
New, Reroof (Tear=Off) or Recover
D
Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover
6
1E-1
Wood
New or Reroof (Tear -:Off)
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
7
1E-2
Wood
New, Reroof (Tear -Off) or Recover
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
8
;1F'
_ —Wood._, ^ ___
_ _ _ . __,_ —New: or Reroof.(Tear=Off) -. -_ - ,_-
f
Non -insulated; Bonded Roof;Cover
2A
Steel or Structural concrete New, Reroof (Tear -Off) or Recover
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
9
2B Steel or Structural concrete New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 9
2C Steel or Structural concrete New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 10
3A Structural concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 11-14
3B Structural concrete New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 14
4A
LWIC
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
15-16
4B
LWIC
New or Reroof (Tear -Off)
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
16
4C
LWIC
New or Reroof (Tear -Off)
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
17-19
SA
CWF
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
20
SB
CWF
New, Reroof (Tear -Off) or Recover
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
21
5C
CWF
New, Reroof (Tear -Off) or Recover
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
22
5D
CWF
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
22
SE
CWF
New, Reroof (Tear -Off) or Recover
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
22
6A
Gypsum
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded'Roof Cover
23
68
Gypsum
New, Reroof (Tear -Off) or Recover
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
24
6C
Gypsum
'New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
24
6D
Gypsum
New, Reroof (Tear -Off) or Recover
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
24
7A
Various
Recover
A-1
Bonded Insulation, Bonded Roof Cover
25-26
7B
Various
Recover
F
Non -Insulated, Bonded Base Sheet Bonded Roof Cover
26
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. Insulation / base sheet fasteners shall be of sufficient length for the following deck engagement:
D Wood: Minimum 0.75-inch penetration.
t Steel: Minimum 0.75-inch penetration and engage the top flute of the steel deck.
Structural concrete: Minimum 1-inch embedment into pilot hole in accordance with 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 mineral -wool 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.
Exterior Research and Design, I.I.C. d/b/a Trinity( ERD Evaluation Report A42970.10.12-R2 for FL16027-R2
Certificate of Authorization R9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017
Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 1 of 26
TRINITY I ERD
Minimum 200 psi, minimum 2-Inch thick lightweight Insulating concrete may be substituted for rigid Insulation board for System Type D (mechanically attached base sheet, bonded roof cover), whereby, the base
sheet fasteners are installed through the LWIC to engage the structural steel or concrete deck. The structural deck shall be of equal or greater configuration to the steel and concrete deck listings. 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.
S. Preliminary insulation attachment for System Type D: Unless otherwise noted, refer to Section 2.2.10.1.3 of FM Loss Prevention Data Sheet 1-29 (January 2016).
6. 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.
D HA (HA): Full coverage at 25-30 Ibs/square.
D Dow INSTA STIK Ctuik Set Insulation Adhesive (D-IS): Continuous 0.75 to 1-inch wide ribbons,l2-inch o.c.
➢ Millennium One Step Foamable Adhesive (M-OSFA); Continuous 0.25 to 0.5-Inch wide. ribbons, 12-inch o.c.
➢ OMG OlyBond 500 (OB500): Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c. (PaceCart orSpotShot). Note: OlyBond Green may be used where OlyBond 500 is referenced.
OlyBond Classic (OB Classic): Full coverage at 1 gal/square.
➢ ICP Adhesive &.Sealants CR-20: Continuous 2.5-3.5-inch wide ribbons,l2-inch o.c.
➢ Note: When multiple layers(s) of insulation and/or coverboard are Installed In ribbon -applied adhesive, adhesive ribbons shall be staggered from layer -to -layer 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.
7. 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 MOP listings in the tables; rather if MOP 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:
➢ Millennium One Step Foamable Adhesive (M-OSFA): MDP -157.5 psf (Min. 0.5-inch thick)
D OMG OlyBond 500 (OB500): - MDP -45.0 psf (Min. 0.5-inch thick Multi -Max FA-3)
D OMG OlyBond 500 (OB500); MDP -187.5 psf (Min. 0.5-inch thick ISO 95+ GL)
➢ OMG OlyBond 500 (OB500): MDP -315.0 psf (Min. 0.5-Inch thick ENRGY 3)
➢ OMG OlyBond 500 (OB500): MDP -487.5 psf (Min. 0.5-inch thick ACFoarn II)
D ICP Adhesive & Sealants CR-20. MDP =117.5 psf (Min.1.0-inch thick)
S. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft.
9. 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.
10. For fully bonded assemblies, 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.
11. For mechanically attached components over existing decks, fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the
minimum requirements for the system. Testing and analysis shall be In accordance with ANSI%SPRI FX-1 orTesting Application Standard TAS 105.
12. 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.
13. For Recover Applications. using System Type D, the insulation is optional; however, the existing roof system shall be suitable for a recover application.
14. Lightweight Insulating Concrete (LWC) shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWC is referenced, refer to current LWC
Product Approval for specific deck construction and limitations. For systems where specific LWC'is not referenced, the minimum design mix shall be 300 psi. In all cases, the minimum top -coat thickness is 2-inches.
For LWC over structural concrete, reference is made to FBC Section 1917.4.1, Point 1.
Exterior Research and Design, U.C. d/b/a Trinity( ERD Evaluation Report A42970.10.12-R2 for FL16027-R2
Certificate of Authorization H9503 6" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017
Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 2 of 26
`J 1 R1NITi I ERD
15. Unless otherwise noted, refer to the following references for bonded base; ply or cap sheet applications.
TA6LEl TRI BUILTRooF:CovEas
Reference
Layer
Material
Application
BP -AA
Base Ply
FBC Approved ASTM D4601, Type II
(Base and Ply sheets, Asphalt -Applied)
HA at 20-40 Ibs/square
Ply
FBC Approved ASTM D2178, Type IV or VI
SBS-AA
(SBS,: Asphalt -Applied)
Cap Ply
TriBuilt SBS Granular
HA at 20-40 Ibs/square
SBS-TA
(SBS, Torch -Applied)
Cap Ply
TriBuiltSBS Granular
Torch -Applied
SBS-SA
Base Ply
TriBuilt SA SBS.Base
(SBS, Self -Adhering)
Self -Adhering
Cap Ply
TriBulltSA SBS Cap
APP-TA
Base Ply or Ply
TriBuiltAPP Smooth
(APP, Torch -Applied)
Torch -Applied
Cap Ply
TriBuilt APP Smooth, TriBuilt APP Granular
APP-SA
(APP, Self -Adhering)
Cap Ply
TriBullt SA APP Cap
Self -Adhering
16. Vapor barrier options for use over structural concrete deck followed by adhered insulation carry the following Maximum Design Pressure (MDP) limitations. The lesser of the MOP listings below vs. those In Table 3A
applies:
VAPOR BARRIER QPTION5; 5 TRUCTURALCNC ORETE:DECI('ADHERE0,INSU(ATIONPERTABLE3A'
Option N
Primer
Vapor Barrier
Insulation Adhesive
MDP (psq
Type
Attach
VB-1.
ASTM D41
TriBuilt SA SBS
Self -Adhering
Inta-Stik or CR-20,12-inch o.c.
-60.0
VB-2.
ASTM D41
TriBuiltSA SBS Cap
Self -Adhering
Insta-Stik, 12-inch o.c.
-75.0
VB-3.,
ASTM D41
TriBuilt SA SBS Cap
Self -Adhering
Millennium One Step Foamable Adhesive, 12-inch o.c.
-157:5
VS-4.
ASTM D41
TriBuilt SA SBS Cap
Self -Adhering
CR-20,12-inch O.C.
-270.0
VB-S.
ASTM D41
TriBuilt SA SBS Base
Self -Adhering
Millennium One Step Foamable Adhesive, Millennium PG-1 Pump Grade
Adhesive, OlyBond 500 or CR-20, 12-inch o.c.
290 0
17. Dens Deck shall be field -primed with PG100 prior to self -adhering membrane application. Refer to tables herein for other priming requirements.
181 "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, I.I.C. d/b/a Trinity IERD Evaluation Report A42970.10.12-R2 for FL16027-112
Certificate of Authorization 49503 6i° EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2:'09/25/2017
Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 3 of 26
tl TRINITY 1 ERD
. .. TABLE 14-1: 'WOOU DECKS —NEW CONSTRUCTIQN oe RERO' QF (TEAR OFF) >
SYSTEM:, PEA=2 MECHANICALLY ATTACHED ANCHORS EET, BONDED INSULATION, $ONDED.ROQF COVER
System
Deck
Anchor Sheet
Base Insulation
Top Insulation
Rooftover (Note 15)
loop
No.
(Note 1)
Type
Fasteners
Attach
Type
Attach
Type
Attach
I Base Ply
Ply
Cap Ply
(Psf)
Min.0.25-inch Dens
Polyglass G2 Base,
8-Inch o.c. in 4-
Deck, Dens Deck Prime,
Min. 19/32-
CertainTeed.Glasbase,
32 ga., 1-5/8-
inch lap and 8-
(Optional) FBC
SECUROCK Gypsum -
inch plywood
Firestone MB Base, JM
Inch diameter
inch o.c. in
Approved,
Fiber Roof Board, Min.
(Optional)
SBS-AA,
W-1
at max. 24-
Perma-Ply Tamko
tin caps with 11
three, equally
ASTM C7289,
HA
0.75-inch FescoBoard
HA
BP -AA
BP AA
SBS-TA,
-60.0
inch spans
Glass Base or
ga. annular ring
spaced,
type II polyiso-
(homogeneous) or min.
APP=TA
GAFGLAS #75
shank nails
staggered
cyanurate
0.5-inch Structodek
center rows
High Density Fiberboard
Roof Insulation
Polyglass G2 Base,
8-inch o.c, in 4-
Min.19 32-
Certain7eed Glasbase,
32 ga., 1-5/8-
inch lap and 8-
(Optional) FBC
Min. 0.25-Inch Dens
(Optional)
( p )
SBS-SA,
W 2
Inch plywood
Firestone MB Base, JM
Inch diameter
tin caps with 11
inch o.c. in
three, equally
Approved,
ASTM C1289,
HA
Deck, Dens Deck Prime,
HA
SBS-SA
One or
more SBS-
APP-SA,
60.0
at max. 24-
Perma-Ply 28, Tamko
ga. annular ring
spaced,
type II polyiso-
SECIJROCK Gypsum-
SA or
SBS-TA or
inch spans
P
Glass Base or
shank nails
staggered
cyanurate
Fiber Roof Board
APP TA
APP-TA
GAFGLAS #75
center rows
6-inch o.c. in 4-
Min.19/32-
32 ga., 1-5/8-
inch lap and 6-
Min. 2-Inch
D-IS, OB500,
wood inch I
Polyglass Elastobase
inch diameter
inch o.c. in
ACFoam II, III,
CR-20 or M-
Min. 0.25-inch Dens
D-IS,
SBS-AA,
W-3
plywood
or Polyglass
tin caps with 12
four, equally
H-Shield, H-
OSFA, atop
Deck, Dens Deck Prime
OB500,
BP -AA
(Optional)
SBS-TA,
-60.0•
max.
max.
Elastobase PolyShield
ga. annular ring
spaced,
CG,
fastener
or SECU ROCK Gypsum-
CR-20 or
BP -AA
APP-TA
In
In spannss
shank nails
,staggered
Multi -Max FA3.
rows, 7-inch
Fiber Roof Board
M-OSFA
center rows
or ENRGY-3
cc
Min. 19 32-
/
32 ga., 1-5/8-
6-inch o.c. in 4-
inch lap and 6-
Min. 2-Inch
D-IS, OB500,
(Optional)
( P )
inch plywood
P
Polyglass Elastobase
Inch diameter
inch o.c. in
ACFoam il, III,
H-
CR-20 or M-
atop
(Optional) Additional
D-IS,
One or
SBS-SA,
APP-SA,
W-4
at max. 24-
or Polyglass
Elastobase Poly
tin caps with 12
ga. annular ring
four, equally
spaced,
ShieldH-ShiC
Shield CG,
fasteOSFAner
fastener
layers of base insulation
CR500,
CR-20 or
SBS-SA
more SBS-
SBS-TA or
-60.0'
Inch spans
shank nails
staggered
Multi -Max FA3
rows, 7-inch
M-OSFA
SA or
SA or
APP TA
center rows
or ENRGY-3
oc
Exterior Research and Design, I.I.C. d/b/a Trinity IERD
Certificate of Authorization #9503
Prepared by: Robert Nieminen, PE-59166
6' EDITION (2017) FBC NON-HVHZ EVALUATION
TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485
Evaluation Report A42970.10.12-112 for FL16027-R2
Revision 2: 09/25/2017
Appendix 1, Page 4 of 26
V I RINITY I ERD
TABLE SA-2:. WOOD DECKS'=.NEW CONSTRUCTION,;REROOF.(TegR OFe) oR RECOVER
SYSTEMTYPEA 2:'MECHANICAL4YATTACHED.ANCHOR;SHEET,,BONDEDINSULATION BONDED -ROOF COVER'.
System
Deck
Anchor Sheet
Base Insulation
Top Insulation
Roof Cover (Note 15)
MDP
No.
(Note 1)
Type
Fasteners
Attach
Type
Attach
Type
Attach
Base Ply
Ply
Cap Ply
(psi)
12-inch o.c. in 4-
Min. 0.25-inch Dens Deck,
MIn.19/32-
Pol glass
Y
OMG Flat
inch lap and 12-
(Optional) FBC
Dens Deck Prime, SECUROCK
wood l
Inch plywood
Elastobase or
Bottom Plates
inch o., ,
In two c
Approved,
Gypsum -Fiber Roof Board,
(Optional)
SBS-AA, SBS-
W-5
at max. 24-
Polyglass
(square)withequally
spaced,
ASTM C1289,
HA
Min. 0.75-Inch FescoBoard
HA
BP -AA
BP -AA
TA, APP-TA
-60.0
inch spans
Elastobase
Roofgrip #12
staggered center
type 11 polyiso-
(homogeneous) or min. 0.5-
Poly
cyanurate
inch Structodek High Density
rows
Fiberboard Roof Insulation
Min.19/32-
Polyglass
OMG Flat
12-inch o.c. in 4-
inch lap and 12-
(Optional)'FBC
(Optional)
inch plywood
Elastobase or
Bottom Plates
inch o.c. in two,
Approved,
Min. 0.25-inch Dens Deck,
One or
SBS-SA, APP-
W-6
at max. 24-
Polyglass
(square) with
equally spaced,
ASTM C1289,
HA
Dens Deck Prime, SECUROCK
HA
SBS-SA
more SBS-
SA, SBS-TA
60.0
Inch spans
Elastobase
Roofgrip #12
staggered center
type II polyiso-
Gypsum -Fiber Roof Board
SA or APP-
or APP-TA
Poly
cyanurate
TA
rows
,• ; TABLE;IB WOODDECKS-NEWCONSTRUCTION,.REROOF,(TFAR OFF)oRRECOVER
.,
SYSTEM TYPE B:' MECHANICALLYATTACHED BASE INSULATION,BONDED TOP.I NSULATION, BONDED ROOF COVER
1.Top
System
Deck (Note 1)
Base Insulation Layer
Insulation Layer
Roof Cover (Note 15)
MDP
Type
Fasteners
Attach
Type
Attach
Base Ply
Ply
Cap Ply
No.
(psi
MIn.19/32-inch
Min.1.5-inch
Dekfast Hex with
Min. 75-inch FescoBoard 0.
(Optional if
(Optional if using
W-7
plywood at max. 24-inch
p Y
ENRGY 3, H-Shield
Dekfast #12 or
1 per
2
ft
(homogeneous) or min. 0.5-inch.
HA
using AA Ply)
AA Base) One or
SBS-AA; SBS-TA,
-60.0
spans
or Polytherm
MP-3 with 7ruFastDP
1.33
Structodek High Density. Fiberboard
BP
more BP=AA or
APP-TA
Roof Insulation
APP TA
Exterior Research and Design, I.I.C. d/b/a Trinity) ERD Evaluation Report A42970.10.12-R2 for F1.36027-112
Certificate of Authorization #9503 e" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017
Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 5 of 26
r�'Q
JI KINITYIERD
TABLE iC WOOD DECKS;=NEW C'0NSTR1UCTION,:REROOF (TeAa-OeF) oa RECOVER
'- SYSTEM TYPE CE,MECHANICALLY'ATTACHED INSULATION, BCINDED'ROOF COVER • 2
System
Deck (Note 1)
Base Insulation
Top Insulation layer
Roof Cover (Note 15)
MDP
Type
Fasteners
Attach
Base Ply
Ply
Cap Ply
No.
Layer Y
(pso
Min.19/32-inch
(Optional)
Min.0.5-inch Strudodek High Density
Dekfast Galvalume
(Optional if
(Optional if using AA
W-8
plywood at max.
One or more layers,
Fiberboard Roof Insulation or min. 0.25-
Steel Hex with
1 per 1.33
z
using AA Ply)
Base) One or more BP -AA
SBS-AA, SBS-TA, APP-
-82.5
24-inch spans
any combination,
inch Dens.Deck, Dens Deck Prime or
Dekfast #12 DP
ft
BP -AA
or APP-TA
TA
loose laid
SECUROCK Gypsum -Fiber Roof Board
(Optional)
Dekfast Galvalume
W-9
Min.19/32=inch
plywood at max.
One or more layers,
Min.1.5-inch ENRGY 3, H-Shield or
Steel Hex with
Dekfast #12 DP or
1 per 1.33
SBS-SA
(Optional) One or more
SBS-SA, APP-SASBS-
,
-82.5
24-inch spans
any combination,
Polytherm
TruFast MP-3 with
ft a
S.BS-SA or APP-TA
TA or APP-TA
loose laid
TruFast DP
TABLE ID WOODDECKS—NEW CONSTRUCTION, REROOF (TEAR OFe) oa RECOVER
:.
SYSTEM TYPE 6: PRELIMINARILY ATTACHED INSULATION, ATTACHED'BASE-SHEET,.'60NDtD ROOF CC4
System.
Deck (Note 1)
Insulation Layer(s)
Base Sheet
Roof Cover (Note 15)
MDP
Type
Attach
Base
Fasteners
Attach
Base Ply
Cap Ply
No.
(Psf)
Polyglass Elastobase, Polyglass
OMG Flat Bottom Plates
Min.19/32-inch
One or more layers,
Prelim.
Elastobase Poly, Polyglass G2 Base,
(square) with Roofgrip,
12-inch mc. in 4-inch lap and 12-
(Optional) One
SBS-AA,
W-10
plywood at max.
any combination
Attached
CertainTeed Glasbase, Firestone MB
#14, Dekfast Hex with
inch o.c. in two, equally spaced,
or more BP -AA
SBS-TA,
-52.5
24-inch spans
Base, JM Perma-Ply 28, Tamko Glass
Dekfast #14 or TruFast
staggered center rows
or APP-TA
APP-TA
Base or GAFGLAS #75
MP-3 with TruFast HD
Min. 19 32-inch
/
One or more layers,
Prelim.
Polyglass Elastobase or Polygiass
Dekfast Hex with Dekfast
12-inch o.c. in 4-Inch lap and 12-
One.or more
SBS-SA,
APP-SA,
W-11
plywood at max.
P Y
any combination
Attached
Elastobase Polywith poly top surface
#14 or. TruFast MP-3 with
inch o.c. in two, equally spaced,
SBS-SA
SBS-TA or
-52.5"
24-inch spans
TruFast HD
staggered center rows
APP-TA
W-12
Min. 19/32-inch
at max.
One or more layers,
Prelim.
Polyglass Elastobase or Polyglass
OMG Flat Bottom Plates
12-inch o.c. in 4-inch lap and 12-
(Optional) One
SBS-AA,
plywood
P YN
24-Inch
any combination
Attached
Elastobase Poly
(square) with Roofgrip #12
inch o.c. in two, equally spaced,
or more BP -AA
SBS-TA,
-60.0
s
spans
P
staggered center rows
or APP-TA
APP TA
W-13plywood'at
Min.19/32-Inch
max.
One or more layers,
Prelim.
Polyglass Elastobase or Polyglass
OMG Flat Bottom Plates
12-inch o.c. In 4-inch lap and 12-
One or, more
SBS-SA,
APP-SA,
24-inch spans
any combination
Attached
Elastobase Poly poly top surface
(square) with Roofgrip #12
inch o.c in two, equally spaced,
SBS-SA
SBS-TA or
60.0•
staggered center rows
APP-TA
Exterior Research and Design, I.I.C. d/b/a Trinity I ERD
Certificate of Authorization #9503
Prepared by: Robert Nieminen, PE-59166
6' EDITION (2017) FBC NON-HVHZ EVALUATION
TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485
Evaluation Report A42970.10.12-R2 for FL16027-112
Revision 2: 09/25/2017
Appendix 1, Page 6 of 26
Q ,-"r
10
TRINITY I ERD
RABLE IE-1s WOOD DECKS— NEW CONSTRUCTION Oa REROOF.,(TEAR OFF):
C
SYSTEMTYPE Ed;:NON INSULATME ED; HANICALLYATTACWEDBASESHEET; BONDED ROOF COVER' '
System
Deck (Note 1)
Base Sheet
Roof Cover (Note 15)
MDP
No.
Base
Fasteners
Attach.
Base Ply
Cap Ply
(Psf)
Min. ISM -inch
W 14
plywood at max. 24-
Polyglass Elastobase
Simplex MAXX Cap
9-inch o.c, at 2-inch lap and 18-inch o.c. in two,
(Optional) BP -AA or
SBS-AA, SBS-TA
'i5.0 *
Inch spans
equally spaced, staggered center rows
APP TA
or APP TA
Min. 15/32-inch
W-15
plywood at max. 24-
Polyglass Elastobase
Simplex MAXX Cap
9-inch o.c. at 2-inch lap and 12-Inch o.c. in two,
(Optional) BP -AA or
SBS-AA, SBS-TA
52:5
inch spans
equally spaced, staggered center rows
APP-TA
or APP TA
Min.19/32-inch
Polyglass Elastobase, Polyglass Elastobase
(Optional) One or
W-16
P I ood at max.
Poly, Polyglass G2 Base, CertalnTeed
32 ga., 1-5/8-inch diameter tin caps
8-inch o.c. In 4-inch lap and 8-Inch o.c. in three,
more BP -AA or
SBS-AA, SBS-
60.0
24 inch spans
Glasbase, Firestone MB Base, JM Perma-
with 11 ga. annular ring shank nails
equally spaced, staggered. center rows
TA, APP-TA
Ply 28, Tamko Glass Base or GAFGLAS #75
APP-TA
W-17
Min.19/32-inch
plywood
P at max.
Polyglass Elastobase or Polyglass
32 ga., 1-5/8-inch diameter tin caps
8-inch o.c. in 4-inch lap and 87inch o.c. in three,
(Optional) One or
SBS-SA, APP-
24-inch
Elastobase Poly with poly top surface
with 11 ga. annular ring shank nails
equally spaced, staggered. center rows
more SBS-SA or
SA, SBS-TA or
-60.0
spans
APP-TA
APP-TA
Min. 15/32-inch
W-18
plywood at max. 24-
Polyglass Elastobase
Simplex MAXX Cap
6-inch o.c. at 2-Inch lap and.6-inch o.c. in two,
(Optional) BP -AA or
SBS-AA, SBS-TA
-90.0
Inch spans
equally spaced, staggered center rows
APP-TA
or APP TA
W-19
Min.19/32-inch
plywood at max.
y
Polyglass Elastobase or Polyglass
32 ga.,1-5/8-inch diameter tin caps
4-Inch o.c. in 4-inch lap and 4-Inch o.c. irtfour,
(Optional) One or
SBS-SA, APP-
P
24-inch
Elastobase Poly with poly surface
with 11 ga. annular ring shank Halls.
equally spaced, staggered center rows
more SBS SA or
SA, SBS-TA or
97.5
spans
P
APP-TA
APP-TA
Mina 15Inch
V1l-20
at max
plywoodd at max. 24-
Polyglass Elastobase
Simplex MAXX Cap
6-inch o.c. at 2-inch lap and 6-inch o.c. in three,
(Optional) BP -AA or
SBS-AA, SBS-TA
-SO5.0
Inch spans
equally spaced, staggered center rows
APP-TA
or APP-TA
W-21
Min.19/32-inch
at max.
Polyglass Elastobase or Polyglass
32 ga., 1-5/8-inch diameter tin caps
6-inch o.c. in 4-inch lap and 6-inch o.c. in four,
(Optional),One or
SBS-AA, SBS-
plywood
24-inch
Elastobase Poly
with 11 ga. annular ring shank nails
equally spaced, staggered center rows
more BP -AA or
TA, APP-TA
-112.5
spans
APp TA
Min.19/32-inch
32 ga., 1-5/8-inch diameter tin caps
SBS-SA, APP-
W-22
I ood at max.
P yw
Polyglass Elastobase or Polyglass
with 11 ga. annular ring shank nails.
6-inch o.c. in 4-inch lap and 6-inch o.c. in four,
(Optional) One or
SA, SBS: TA or
-112.5
24-inch spans
Elastobase Poly with poly top surface
Note; Tin caps are to be primed with
equally spaced, staggered center rows
more APP TA
ppp TA
ASTM D41 primer.
Exterior Research and Design, I.I.C. d/b/a Trinity) ERD Evaluation Report A42970.10.12-112 for FL16027-R2
Certificate of Authorization #9503 6n' EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017
Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-2485 Appendix 1, Page 7 of 26
TRINITY I ERD
:. .
TABLE 2E 2 WOOD DECKS NEW.CONSTRUCTION; REROOF (TEAR.OFFpOR RECOVER
>• ; . - : `- YSTEMTYPE E.. NON INSULATED,:MECHANICALLYATTACHED'RASE SHEET,:BONDED ROOF COVER
System
Deck (Note 1}
Base Sheet
Roof Cover (Note 15)
MDP
Base
Fasteners
Attach
Base Ply
Cap Ply
No.
(PsD
MIn.19/32-inch
Polyglass Elastobase; Polyglass Elastobase
Poly, PolyglassG2 Base, CectainTeed
OMG Flat Bottom Plates (square) with
12-inch o.c. in 4-inch lap and 12-inch
(Optional) One or
SBS AA, SBS-
W 1
plywood at max.
Glasbase, Firestone MB Base, JM Perma-
Roofgrip #14, Dekfast Hex with Dekfast #14
o.c, in two, equally spaced, staggered
more BP -AA or
TA, APP-TA
-52.5
24-inch spans
Ply 28, Tamko Glass Base or GAFGLAS #75
or TruFast MP-3 with TruFast HD
center rows
APP-TA
W-2
Min. 19/32-inch
plywood at max.
Polyglass Elastobase or Polyglass
Dekfast Hex with Dekfast #14 orTruFast MP-
12-inch o.c. In 4-inch lap and 12-inch
in qually spaced, staggered
One or more SBS-
SBS-SA, APP-
SA, SBS TA or
-52,5*
24-inch spans
Elastobase Polwith oltosurface
y pyp
3 with TruFast HD
center rows
center rows
SA
.APP-TA
Min.19/32-Inch
Polyglass Elastobase or Polyglass
OMG Flat Bottom Plates (square) with
12-Inch o.c. in 4-Inch lap and 12-Inch
(Optional) One or
SBS-AA, SBS-
W-3
plywood at max.
Elastobase Poly
Roofgrip #12
o.c, in two, equally spaced, staggered
more BP -AA or
TA,APP TA
-60.0
24-inch spans
center rows
APP-TA
W-4
Min. 19/32-inch
plywood at max.
Polyglass Elastobase or Polyglass
OMG Flat Bottom Plates (square) with
12-inch o.c, in flinch lap and 12-inch
o.c. in two,.equally spaced, staggered
One or more SBS-
SBS-SA, APP-
SA, SBS-TA or
60.0
24-inch spans
Elastobase Poly poly surface
Roofgrip #12
center.rows
SA
APP-TA
TABLE 1F :WOOD DECKS —.NEW CONSTRUCTION OR RERCIOF (TEna OFF), ;
i
•• „ ,:.. , _ .. TED, BONDED`ROOF COVER.
SYSTEM TYPE F. NON 1NSULA ;.
System
Deck
Primer
Roof Cover (Note 15)
MDP
Joint Treatment
Base Ply
Ply
Cap Ply
No.
(Psf)
W 54:
Min..15/32-inch piywocd'+i
at` 24.Inch,spa.ns.
`(Optional).ASTM.D41,�
None_;,
'SBS-SA
o(OpUon'al);SBS SAWr ;
"AP
; SBS-SA,.APP- SA;.SBS-TA—
max.
_ >
PTA._.
or APPTA_i
W 6
Min. 15/32-Inch plywood
(Optional) ASTM D41
Plywood Joints are covered with 4-inch wide strips of TriBuil,t SA
TriBuilt SA SBS Base
(Optional) SBS-SA or
SBS-SA, APP-SA, SBS-TA
9T5
at.max. 24-inch spans
SBS Base, rolled Into place to create continuous. bond.
APP-TA
or APP-TA
Exterior Research and Design, I.I.C. d/b/a Trinity) ERD Evaluation Report A42970.10.12-R2 for FL16027-RZ
Certificate of Authorization 49503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017
Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 8 of 26