HomeMy WebLinkAboutEVALUATION REPORT - MODIFIED BITUMENEXTERIOR RESEARCH & DESIGN, LLC.
' Certificate of Authorization #9503
\J TRI Fry I ERD 353 Christian Street
Oxford, CT 06478
(203)262-9245
!EVALUATION'REPORT
TRI-BUILT Materials Group, LLC I(CAJYNEL, Evaluation Report A42970.10.12-R2
'PO Box 70 BY FL16027-R2
Rutherford, NJ 07070 39 Lucie coUn Date of issuance: 20/23/2012
1(800) 516-1485 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 6th Edition (2017) Florida Building Code sections noted herein.
IDESCRIPTION: TRI-BUILT Modified Bitumen Roof Systems
iLABELING: 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.1 ERD_ requires a complete :review of this
!Evaluation Rep.ort.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 26-page Appendix.
'Prepared by:
,Robert J.M. Nieminen, P.E..
Florida Registration No. 59166, Florida DCAANE1983
The facsimile seal appearing was authorized by Robert Nieminen,
P.E. on 09/25/2017. This does not serve as aneiectmnlcally signed
document.
(CERTIFICATION OF INDEPENDENCE:
1. Exterior Research & Design, LLC. d/b/a Trinity I ERD does nothave, 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.
i4. Robert Nieminen, P.E: does not have, nor will acquire,.a financial interest in any other entity involved in the approval processof the
product.
,5. 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.
QOTRINITYIERD
ROOFING SYSTEMS EVALUATION:
I. 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'foliowing sections of the • 6'h Edition (2017) Florida Building Code
through, testing" in accordance with the following Standards.. Compliance is subject to the Installation Requirements
and Limitations / Conditions of Useset forth herein.
2.. STANDARDS:
Section
ProperLV
Standard
Year
1504.3.1
Wind
FM 4474
2011
1504.7
Impact
Fm 4470
2012
1507.11.2
Physical Properties
ASTIVI D6163
2008
1507:11.2
Physical-Properties
ASTM D6164
2011
1507:11.2
Physical Properties
ASTM 156222
2011
3. REFERENCES:
kn2tf
Examination
Reference
Date
ERD (TST6049)
Physical. Properties
P10490.10.08-2
10/30/2008
ERD (TST6049)
FM4470/4474
013760.09.09
09/10/2009-
ERD (TST6049)
FM 4470/4474
P13770.09.09
09/10/2009
ERD (TST6049).
FM 447014474
P30540.1109-R1
11/30/2009
ERD;(TST6049)
FM 4470/4474
P30550.12:09
12/02/2009
ERD (TST6049)
Physical. Properties
1333960.12.10
12/30/2010
f RD' (TST6049)
FM 44710/4474
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
P37590.0313-1-R1
06/26/2013
ERD (TST6049).
Physical Properties
087590.03:13-2-R1
07/01/2013
ERD..(TST6049)
Physical Properties
P37590.07.13=2
07/01/2013
ERD (TST6049)
Physical Properties
P37590.03.13-5-R1
07/0l/2013
ERD (TST6049).
Physical Properties
P37590.07.13-1
07/02/2013
ERD (TST6049)
Physical Properties
045§40.09.13
09/04/2013
ERD.(TST6049)
Physical Properties
P44370.10.13
10104/2013
FM Approvals (TST1867)
FM 4470
2W7A7.Am
08/04/1994
FM Approvals (TST1867)
FM 4470
0D3A3.AM
04/04/1997
FM Approvals (TST1867)
FM 4470
2D0A0.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
3001334
02/15/2000
FM Approvals.(TST1867)
FM.4470
3000857
01/12/2000
FM Approvals:(TST1867)
FM 4470
3004091
01/1212000
FM Approvals (TST1867)
FM 4470
3006115
05/02/2001
FM Approvals (TST1867)
FM 4470
3012321
.07/29/2002
FM Approvals (TST1867)
FM 4470
.3614692
08%05/2003
FM Approvals (TST1867)
FM 44:70 '
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)
f 1VI 4470/4474
3018332
01/31/2006
FM Approvals (TST1861)
FM.4470/4474
3023368
03/20/2006
FM Approvals (TST1867)
FM 4470/4474
3024594
05/23/2006
Exterior Research and Design, L-C. Evaluation Report A42970.10.12-RZ
C f' Af lcate of quthorkation #9503 e. EDITION (2017) FBC NON-HVHZ EVALUATION FL16027-R2
TRI-BUILT Modified Bitumen Roof Systems; (800),51&1485 Revision 2: M/25/2017
Page 2 of 4
111�/TRINo'Pl(I ERD
Entity
Examination
Reference
Date
FM Approvals(TST1867)
FM 4470/4474
3023458
07/1812006
FM Approvals(TSI1867)
FM 4470/4474
3030668
09/12/2007
FM Approvals(TST1867)
FM 4470/4474
3632172
06/12/2009
PRI.(TST5878)
Physical Properties
PUSA-06,2-02-01
12/04/2007
PRI(TST5878)
Physical Properties
PUSA-061-02=02
01/28/2008
iPRI ,(TST5878)
Physical: Properties
PUSA-064-02-02
o2j27/2008
PRI (TST5878)_
Physical, Properties
PUSA-062-W-62
.12/64/2008
Miami -Dade (UR1592)
HVHZ Compliance
Various NOAs
Various
Miami-Dade(CER1592)
ProposalforReview
.10-0823
10/12/2010
UL LLC (QUA9625)
Quality.Control
MI -Agreement
02/27/2012
UL LLC (QUA9.625)
Quality Control
ML Correlation,. R27202
08/20/2012
UL LLC (QUA9625)
Quality Control
Service Confirmation, R14571
Exp.'10/06/2018
4. 'PRODUCT DESCRIPTION'
This Evaluation Report covers TRI-BUILT Modified Bitumen Roof -Systgmsl 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.
5.
Table 1 Roll -Goods for TRLBUILT Modrfled Bitumen Roof Systems
Type
Product
Specification
Reference
Grade
Type
SBS Membranes
TriBuilt ;SA SBS Base
ASTM D6163, Table 2
S
1
TriBuiltSBS Granular-
ASTM D6164
G
I
TriBuilt SA SBS Cap
ASTM D6164
G
I
APP Membranes
TriBuilt ARP Smooth
ASTM D6222
S
I
TriBuilt APP'Granular
ASTM D6222
G
1
Tribuilt SA APP Cap
ASTM D6222
G
:I
LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinityl 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. FBC HVHZ jurisdictions.
5.3 Refer to a current Approved. Roofing Materials Directory for fireratingsofthis, product
.
5.4 For steel deck installations, foam plastic: insulation shall be,separated from the building interior in. accordance
with FBC 2609.4 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 rnechariically attached insulation .or membrane orstfip-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 DataSheet 1-29,(January.2016)1orZone 2/3 enhancements.
Exterior Research and Design, LLC:
Certificate of Authorization #9503
e, EDITION (2017) FBC NON-HVHZ EVALUATION
TRI-BUILT Modlfied.'eirumen Roof Systems; (800) 516-1485
Evaluation Report A42970.10.12-RZ
FL16027=R2
Revision 2: 09/25/2017
Page 3 of 4
' e
TRINITYJERD
5.8 For assemblies with all components fully bonded :in place, the maximum design pressure for the selected.
assembly.shall meet or exceed r critical design pressure determined in accordance with FBC Chapter 16. No
rationalanalysis 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
existirig'clkk or existing roof surface shall be.examined for compatibility with the. adhesive to: be installed'. if
any surface conditions exist that bring system performance into. question, field uplift testing.in accordance
with ANSI/SPRI IA-1,, ASTM. E907, FM Loss. Prevention. Data Sheet 1-52 or Testing Application Standard TAS
124 shall be conducted on mock-ups, of the proposed new roof assembly.
5.11 For bonded insulation or membrane over existing substrates in a recover installation, the existing roof
system shall be capable of resisting project design pressures on its own merit to the satisfaction of the
Authority Having.Jurisdiction, as documented;through field uplift'testing.in accordance with ASTM E907, FM
Loss Prevention Data Sheet 1-52 or Testing, Application Standard TAS 124.
5.12 Metal edge attachment (except gutters), shall be<designed and installed for wind loads in accordance with
FBC Chapter 16' and tested for resistance.in a ccorda rice, with ANSI/SPRI ES-1.or Roofing: Application, Standard
RAS: 111, except the basic wind speed shall be .determined from FBC Figure 1609.3(1); 1609.3(2) or
160.9.3(3).
5.13 All products in the .roofassembly shall`have quality assurance in accordance'with FAC Rule.61620-3.
6. INSTALLATION:
6.1 TRI-BUILT Modified Bitumen RoofSystems shall be installed in ;accordance with TRI-BUILT Materials Group,
LLC-published', installation instructions; subject to the [imitations/ 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.
I7. 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. QUAdf i ASSURANCE ENTITY:
ULLLG QUA9625; (314) 578w3406i 'k.chancellor@us.ul.com
- THE 26=PAGES THAT FOLLOW FORM PART OF THIS EVALUAnON REPORT -
E�Wior Research and Design, .C. Evaluation Report A42970.A0.12-112
Certificate ofAutfiorization 0503 6T" EDITION (1017) FBC NOWkVHZ EVALUATION F1.16027-112
TRI-BUILT Modified Bitumen koof Systems; (800) 516-1485 \ Revision 2: 09/25/2017
Page 4 of 4
TRINITYIERD
APPENDIX 1:'ATTACHMENT REQUIREMENTS FUR WIND UPLIFT RESISTANCE
Table Deck Application
Type
Description,
Page
1A-1
Wood. New Or Reroof (Tear -Off)
A-2
Mech. Attached,AnchorSheet, Bonded Insulation, Bonded Roof Cover
A
1A-2
Wood New;. Reroof (Fear-Off)or-Recover
A-2
Mech. Attached Anchor.Sheet, Bonded Insulation, Bonded Roof Cover"
5
18'
Wood New, Reroof (Tear -Off) or Recover.
8
Mech: Attached Base Insulation, Bonded Top Insulation; Bonded Roof Cover
5
1C
Wood New, Reroof.(Tear--Off or Recover
C
Mech..Attached Insulation,,BondedRoof Cover
6
1D
Wood New, Reroof (Tear -Off) or Recover
D.
Prelim: Attached Insulation, Mech. Attached Base.Sheet,.Bonded Roof Cover
6
1Er1.
Wood New or Reroof (Tear -Off)
E
Non -insulated, Mech. Attached Base Sheet, Bonded Roof Cover
7
lE-2
Wood New, Reroof (Tear=Off) or Recover
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
8
SF `
Wood New or Reroof (Tear=Off)
F ,
Non -Insulated Bonded Roof.Cover
24
Steel or Structural concrete New; Reroof (Tear -Off) or Recover
e.
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
Steei orSt_ructural concreteNew, Reroof (Tear -Off) or Recover
D
Prelim, Attached Insulation, Mech. Attached. Base Sheet, Bonded Roof Cover
10
3A
Structural concrete New or Reroof'(Tearv(jff),
A-1
Bonded Insulation, Bonded Roof Cover
11-14
3B;
Structural concrete New or Reroof (T.ear--Off)
F
Non -Insulated, Bonded. Roof Cover
14
4A
LWIC, New or Reroof (Tear -Off)
A-1,
Bonded Insulation, Bonded Roof Cover
'15-16
48
LWIC New or Reroof (Tear -Off)
A-2
Mech, Attached Anchor Sheet;, Bonded Insulation, Bonded Roof Cover
16
4C
LWIC New be Reroof (Tear-O.ff)
E
Non -Insulated, Mech, Attached Base.Sheet, Bonded Roof Cover
17=19
5A
CWF New or Reroof (Tear -Off)
A-1
Bonded Insulation; Bonded Roof Cover
20
5B.
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
SD
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
60
Gypsum New, Reroof (Tear -Off) or Recover
A-2
Mech. Attached Anchor Sheet, Bonded insulation, Bonded Roof Cover
24.
6C
G,ypsum 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
78
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 Author ity- Having ,Jurisdiction.
Load -resistance of the roof deck, shall be documented through proper codified and/or.FBCApproval documentation.
2, Insulation /"base sheet fasteners shall be of sufficient length forthe following deck engagement:
D Wood;. Minimum 0.75-incfipenetration..
Steel: Minimum 0.75.-inch penetration and engagethe top.flute, of the steel deck.-
> Structural concrete; Minimum,l-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 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.
Exterior Research and Design, I.I.C. d/b/a Trinity( ERD Evaluation Report A42970.10s12-R2 for FL16027-R2
Certificate, of Authorization #9503 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 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 shali be documented through proper codified and/or FBC
Approval documentation.
S. Preliminaryinsulation attachmentfor System Type D: Unless otherwise noted, refer to Section 2.2.10.1.3 bf'FM Loss Prevention Data Sheet 1-29 (January 2016).
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.
➢ HA (HA): Full coverage at 25-30 lbs/square.
➢ Dow INSTA STIK-Quik Set Insulation Adhesive (D-IS): Continuous 0.75 to 1-inch wide "ribbons, 12-inch o:c.
Millennium One Step Foamable Adhesive (M-OSFA): Continuous 0.25 to 0.5-Inch wide ribbons, 12-inch-6.c.
D OMG OlyBond 500 (013500): Continuous 0.75 to 1-Inch wide ribbons, 12-inch o.c. (PaceCart or SpotShot). Note: OlyBond Green maybe used where OlyBond 500 is referenced.
OlyBond. Classic (08 Classic): Full coverage at 1 gal/square.
➢ ICP Adhesive &Sealants CR40: Continuous 2.5-3.5-inch wide ribbons,,l2-inch o.c.
➢ Note: When,multlple loyers(s) of insulation and/or coverboard are installed in ribbon -applied adhesive, adhesive ribbons shrillbe staggered from layer -to -layer a distance of one -hot theribbon 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 speclfled ribbons spacing:
Unless otherwise noted, allinsulations are flat stock or taper board ofthe minimum thickness noted. Tapered polyisocyanurate at the following thickness limitations may be substitutedwith 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:
Millennium One Step.Foamable Adhesive'(M-OSFA): MDP -157.5 psf (Min. 0.5-inch thick)
OMG-OlyBond 500 (013500): MDP -45.0 psf (Min.0.5-inch thick Multi -Max FA-3)
➢ OMG OlyBond 500 (013500): MDP -187.5 psf '(Min. 0.5-Inch thick ISO 95+ GL)
OMG OlyBond 500 (08500): MDP -315.0 psf (Min. 0.5-inch thick ENRGY 3)
OMG OlyBond 500 (OB500): MDP -487.5 psf (Min. 0.5-inch thick ACFoam II)
➢ ICP Adhesive & Sealants CR-20 MDP -117.5 psf (Min.1.0=Inch thick)
8. Bonded polyisocyan u rate 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 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 213 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 or Testing Application Standard TAS 105.
12. For existing substrates in a bonded'reco'vee or ee-roof installation, the existing roof surface or existing roof deck shall be examined for compatibility and band.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 LWCover structural concrete; reference Is'made to FBC Section 1917.4.1, Point 1.
Exterior Research and Design, LLC. d/b/a Trinityl ERD Evaluation Report A42970.10.12-R2 for FL16027-R2
Certificate of Authorization H9503 6711 EDITION (Z017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017
Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems, (800) 526-1485 Appendix 1, Page 2 of 26
15. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications.
TAsl:e1 TRI BUILT RooF,CovERs`, a z
Reference
Layer
Material
Application
BP=AA
(Base and Ply sheets, Asphalt -Applied)
Base Ply
FBC Approved ASTM D4601, Type II
HA at 20-40 Ibs/square
Ply
FBC Approved ASTM D2178, Type IV or VI
SBS-AA
(SBS, Asphalt -Applied)
Cap Ply
TrIBUIit SBS Granular
HA at 2040 Ibs/square
SBS-TA.
(SBS, Torch -Applied)
Cap Ply
TriBuilt SBS Granular
Torch -Applied
SBS-SA
(SBS, Self -Adhering)
Base Ply
TriBuilt SA SBS Base
Self -Adhering
'Cap Ply
TriBuilt SA SBS Cap
APP-TA
APP, Torch A Iled
( pp )
Base Ply or Ply
TriBuIlt APP Smooth
Torch -Applied
Cap Ply
TriBuilt APP Smooth, TriBuilt APP Granular
APP-SA.
(APP, Self -Adhering)
Cap Ply
y
Tr1BulItSA 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. MDP listings below vs. those in Table 3A
applies:
,VAP611 BARRIER
QPT16N5 i Tni6 URAL;CONCRETE DECif, ADHERED INSULATION PER TABLE 3A' '' - `•'. . ` �: - v `' a '-
Option #
Primer
Vapor Barrier
Insulation Adhesive,
M(pDP s fl
Type
Attach
VB-1.
ASTM D41
TriBuilt SA SBS Base
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
TriBui(t.SA SBS Cap
Self -Adhering
Millennium One Step Foamable Adhesive, 12-inch o.c.
-157.5
VB-4.
ASTM D41
TriBuilt SA SBS Cap
Self -Adhering
CR-20,12-inch o.c.
-270.0
VB-5.
ASTM D41
TriBuilt 5ASB5 Base
Self -Adhering
Millennium One Step Foamable Adhesive, Millennium PG-1 Pump Grade
Adhesive, OlyBond 500 or CR-2Q 12-inch. o.c.
-290.0
17. Dens Deck shall be field -primed with. P6100 prior to self -adhering membrane application. Refer to tables herein for other priming requirements.
18. "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 designwind.loads.
Exterior Research and Design, U.C. d/b/a Trinity( ERD - Evaluation Report A42970.10.12-R2 for FL16027-RZ
Certificate of Authorization #9503 6M EDITION (2011) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017
Prepared' bya Robert Nieminen; PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 3 of 26
i
t
�JTRINITY I ERD
TABLE 1A 1 WOOD DECKS NEW CONSTRUCTION oR R.gROOF (TOO-OeF)
a
'A
SYSTEIyi TYPE -A 2 M,ECHANICALLY ATTACHED ANCHOR SHEET BONDED INSULATION BONDED ROOFCOVER
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
(psf)
Min. A.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 yw I ood
p
Firestone MB Base, JM
inch diameter
inch o.c. in
Approved,
Fiber Roof Board, Min.
(Optional)
SOS -AA,
W=1
acmax. 24-
Perma-Ply 28, Tamko
tin caps with 11
three; equally
ASTM C1289,
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 polylso-
(homogeneous) or min,
APP-TA
GAFGLAS #i75
shank nails
staggered
cyanurate
0.5-Inch Structodek
center -rows
High Density Fiberboard
Roof Insulation
Polyglass G2 Base,
84nch o.c. in 4--
Min.19/32-
CertainTeed Glasbase`
32 ga.,1-5/8-
Inch lap and 8-
(Optional): FBC
. Min0:25-inch Dens
(Optional)
SBS-SA
'
inch plywood
Firestone MB Base, JM
inch diameter
inch o.c. in
Approved;
Deck, Dens Deck Prime,
One or
APP-SA,
W-2
at max: 24-
Perma-Ply 28,-Tamko
tin caps with 11
three; equally
ASTM C1289,
HA
SECUROCK Gypsum-
HA
585-SA
more 5B5-
SBS-TA or
60.0
inch spans
Glass Base or
ga. annular ring
spaced,
type 11 polyiso-
Flber Roof Board
SA or
APPTA
GAFGLAS V5
shank nails
staggered
cyanurate
APP-TA
center rows
6-Inch c.c. In 4-
Min 2 inch
D-IS, 08500,
Min. 19/32-
32 ga.,1-5/8-
inch lap and 6-
ACFoam Ii, III,
CR-20 or M-
Min. 0:25-inch Dens
D-IS,
Inch plywood
Polyglass Elastobase
inch diameter
inch o.c: in
H-Shield, H-
OSFA, atop
Deck, Dens Deck Prime
OB500,
(Optional)
SBS-AA,
W-3
at max. 24-
or Polyglass
tin capswithl2
four, equally
Shield CG,
fastener
or SECUROCK Gypsum-
CR-20 or
BP -AA
BP -AA
SBS-TA,
-60.0*
Inch spans
Elastobase Poly
Sq. annular ring
spaced,
Multi -Max FA3
rows; 7-inch
Fiber Roof Board
M-OSFA
APP TA
shank nails
staggered
center rows
or ENRGY-3
cc
6-inch o.c. in 4-
Min.2 inch
D IS OB500,
Min.19/32-
32 ga.,1-5/8-
inch lap and 6-(Optional)
ACFoam li III,
CR 20 or M-
D-15,
SBS-SA,
Inch plywood
Polyglass Elastobase
inch diameter
inch o.c. in
H-Shield, H-
OSFA, atop
(Optional) Additional
OB500,
One or
APP-SA,
W-4
at max. 24-
or Polyglass
tin caps with 12
four, equally
Shield CG,
fastener
layers of base insulation
CR-20 or
SBS-SA
more SBS-
SBS-TA or
-60.0*
inch,spans-
Elastobase Poly
ga.. annular ring
spaced,
Multi -Max FA3
rows,.7-inch
M-OSFA
SA or
APP-TA
shank nails
staggered
or E,NRG,Y.-3
oc
APP-TA
center rows
Exterior Research and Design, I.I.C. d/b/a Trinity( ERD Evaluation Report A42970.10.12-R2 for FL16027-R2
Certificate of Authorization 99503 6'H 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 4 of26
TRINITY11 ERD
F) 6 R Il t qpV,E)R
HEEI�130NDEDJNSUAA
SYSTEM ,TYPE ,A ?MECHANIC-ALLYATTACHED ANCHDR SLTION,WN EUROOF COVER ;"
System
Deck
Anchor Sheet
Base Insulation
Top Insulation
Roof Cover (NoteIS)
MDP
No.
(Note 1)
Type
Fasteners
Attach
Type
Attach
Type
Attach
Base Ply
Ply
rap Ply
(Psf)
12-inch o:c. in 4-
25-i 0.nc
Min. �.. h Dens Deck,
Mim 19/32-
Polyglass
OMG Flat
Inch lap and 12-
(optional) FBC
Dens Deck Prime, SECUROCK
W-5.
inch.plywood
Elastobase or
Polyglass
Bottom Plates
Inch o.c. in two,
Approved,
ASTM
Gypsum -Fiber Roof Board,
.
(Optional)
5BS-AA, SBS-
at max. 24-
(square) with
equ0yspaced,
C1289,
,
HA
Min. 0.75 inc h FescoBoard
HA
BP -AA
BP -AA
TA, APP-TA
-60.0
inch spans
Elastobase
Roofgrip #12
staggered center
type 11 poly iso-
(homogeneous) or m In. 0.5-
Poly
cyanurate
inch Structodek High Density
I
rows
Fiberboard Roof Insulation
Min. 19/32-
Polyglass
OMG Flat
12-inch o.c. in.4-
inch lap and'I . 2-
(Optional) FBC
(optional)
Inch plywood
Elastobase:or
Bottom Plates
Inch 6,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 SBSz
SA, SB5TA
-60.0
Inch spans
Elastobase
Roofgrig#12
staggered center
type 11 polylso-
Gypsum -Fiber Roof Board
SA or ARP-
or APP-TA
Poly
cyanurate
TA
I
I
rows
TABLE,113:,W WOOD DECKS -'NEW NlSTk1U&lOINlR'EF
SYSTEM .TYPE,B:'MECHANICALLYAfTACHEIBASE INSULATION, BONDEDT RINSULATION,'BONDEqR00F!q0V9
System
Deck (Note 1)
Base Insulation Laver
Top Insulation Layer
Roof Cover (Note 15)
M DO
No.
Type
Fasteners
Attach-
Type
Attach
Base Ply
Ply
Cap Ply
(Psi '—
Min. 19/32-Inch
Min. 1.5-Inch
Dekfast Hex with
Min. 0.75-Inch Fescogoard
(Optional If
(Optional if using
W-7
plywood at max. 24-inch
ENRGY 3� HrShleld
Dekfafst #12 or TruFas t
1 per
ft2
(homogeneous) or min. 0.5-inch
HA
using AA Ply)
AA Base) One or
SBS-AA, 5BS-TA,
-60.0
spans
or Polytherrn
MP-3 with TruFa-st DP
1. 33
Structodek High Density Fiberboard
BP -AA
more BP -AA or
APP-TA
Roof Insulation
APP-TA
Exterior Research and Design, LLC. d/b/a Trinityl ERD Evaluation Report A42970.10.12-R2 for FL16027.R2
Certificate of Authorization U9503 C"EDITIQN (2017) FBC NON-HVHZ EVALUATION Revision 2:09/25/2017
Prepared by: Robert Nie'minen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-14.85 Appendix 1, Page 5 of 26
TRINITYIERD
TABLE TC - 0D DECKS 7
plIC: kHAMCALLYAft ACHE)f S, LATION, B91SIDERROQFWVER`
System
Base Insulation
Top Insulation Layer
Roof Cover (Note 15)
MDP
No.
Deck (Note 1)
Layer
(psfi
type
Fasteners
Attach
Base Ply
Ply
Cap Ply;
Min. 19/32-Inch
(Optional)
Min. 0.5-Inch Structodek High Density
DeVot 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
2
using AA Ply)
Base) One,or more BP -AA
SBSrAA, SBS-TA, APP-
-82.5
24 -inch spans
any combination,
inch Dens Deck, Dens Deck Prime or
#12 DP
ft
BP -AA
or AP PJA
TA
loose laid
SECURO.CK.Gypsum-Fibe'r Roof Board:Dekfast
(Optional)
Dektast'Galvalume
W-9
Mim 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-SA, SBS-
-82.5
24rinch spans
any combination,
Polytherm
TruFast MP-3 with
ft2
SBS, SA or AP07TA
TA or APP-TA
loose laid
TruFast DP
°' TABLE;ID WOOD DECKS -;NEW CONSTRUCTION, REROOF (TEAe OFF) 611 RECOVER
�IMEC ANICALLYATTACHkp,BASESHEET;BO DIED-RPPFCODER
SYSTEM TYPE D:-PRELIMWAMILYATT HEDINSULATION,H
.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)
Polygless Elastobase, Polyglass
OMG Flat Bottom Plates
Min.19/32-Inch
One or more layers,
Prelim.
Elastobase Poly, Polyglass G2 Base,
(square) with Rbofgrip.
12-inch o.c. in 4-inch lip and 12-
(Optional) One
-,SBS-AA,.
W-10
plywood at max..
any combination,
Attached
CertaInTeed Glasbase, Firestone MB
#14, DekfastHex with
Inch o.c. In two, equally spaced,
or more BP -AA
S13S-TA;
-52.5
24-Inch spans
Base, JM Perma-Ply 28, Tamko Glass
Dekfast #14 or TruFast
staggered center rows
orAPP-TA
APO -TA
Base or GAFGLAS #75
MP-3 with TruFast HD
Min. 19/32-Inch
One,or more layers,
Prellm.
Oolyglass Elastobase or Polyglass
Dekfast Hex with Dekfast
12-Inch o,c. In 4-Inch Jap,and 12-
One or more
SBS-SA,
APP-SA,
W-11
plywoodatmax.
24-inch-spans
any combination
Attached
Elastobase Poly with poly top surface
414 orTruFast MP-3 with
Inch o.c. in two, equally spaced,
center
SBS5A
SBS-T . A or
-52.5*
TruFast HD
staggered rows
APP-TA
Min; 19/32-Inch
One or more layers,
Prelim.
Polyglass Elastobase or Polyglass
OMG Flat Bottom Plates
12-inch o.c. In 4-Inch NO and 12-
(Optional) One
SBS-AA,
W-12
plywood at max.
any combination
Attached
Elastobase Poly
(square) with Roofgrip.#12
Inch o.c. in two, equally spaced,
or more BP -AA
SBS=TA,
-60.0
�4-Inch spans
staggered center rows
or.APP-TA
APP-TA
Min. 19/32-Inch
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,
W-13
plywood at max
24-Inch spans
any combination
Attached
Elastobase Poly with poly top surface
(square) with Rooferlp #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 TrifiltylERD r Evaluation Report A42970.10.12-R2'for FL16027-112
Certificate of Authorization 49503 e"EDITION (2017) FBC NON-HVHZ EVALUATION. Revision 1: 09/25/2017
Prepared by: Robert Nieminen,PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 5164485 Appendix 1, Page 6 of 26
�IjllI1'0(
IERD
(TEAR
STEIVIT S A YPE:E!:NON-IN U TED,MECH S _N, kD BA ESHtET,'IBONCiE
System
Deck (Note 1)
Base.Sheet
Roof Cover (Note 15).
IVIDP
No.
Base
Fasteners
Attach
Base Ply
Cap Ply
(Psf)
Mim 15/82Anch
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
5121SAA, SEIS-TA
-45.0*
Inch spans
equally spaced, staggered center rows
APP-TA
orAPP-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
plywood at max.
Poly, Polyglass G2 Base, CertainTeed
32 ga., 1-5/8-Inch diameter tin caps
&ihch o.c, in 4-inch lap and 8-Inch o.c. In three,
SBS-AA, SBS-
24-inch spans
Glasbase, Firestone MB Base, JM Perma-
.
with 11 ga. annular ring shank nails
equally spaced, staggered center rows
more,BP-AAor
TA, APP-TA
-60.0
Ply 28, Tamko G lass Base or GAFGLAS #75
APP-TA
W-17
Min. 19/32-Inch
plywood at max.
Polyglass Elastobase or Polyglass
.
32 ga., 1-5/8-Inch diameter tin caps
8-inch o.c. in 4-inch lap and 8-inch o.c. In three,
(Optional) One or
SBS-SA, APP-
24-Inch
Elastobase
base 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, inch'
W-18
at
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
orAPP-TA
W-19
Min. 19/32-Inch
plywood at max.
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. in four,
(Optional) One or
SBS-SA, APP-
24-inch
Elastobase Poly with poly top surface
with 11 ga. annular Ong shanknalls. -
equally spaced, staggered center rows
More SBS-SA or
SA, SBS-TA or
-97.5
spans
APP-TA
APP-TA
Min. 15/32-Inch
W�20
plywood at max. 24-
Polyglass Elastdbase
Simplex MAXX Cap
6-Inch o.c. at2-inch lapand 6-Inch o.c. In three,
(Optio nal).SP-AAor
SBS-AA, SEIS-TA
_105.0
inch spans
equally spaced, staggered center rows
APP-TA
o r A P P-TA
W-21
Min. 19/32-Inch
plywood at max.
Polyglass Elastobase or Polyglass
32 ga., 1-5/8-inch diamer tin caps
et
6-Inc . h 4-inch ld 6 o.c. in 4-ncap and o.c. infour,
(Optional) one or
SBS-AA,*SBS-
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., lm5/8-lnch diameter tin caps
SSS-SA, APP-
W-22plywood
at max.
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
24-inch spans
Elastobase Poly with poly top surface
Note: Tin caps are to be iidm6cl with
equally spaced, staggered center rows
more APP-TA
SA, SBS-TA or
-112.5
ASTIVI D41 primer.
APP-TA
Exterior Research and Design, LLC. d/b/a TrinityjERD Evaluation Report A42970.10.12-R2 for FI-16027-112
Certificate of Authorization #9503 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 7 of 26
QTRINITYIERD
TABLE lE 2 WOOD DECKS NEW,CONSTRLICTION, REROOF (Teas OFF)`oR Recovee J
SYSTENI'TYPE E NO INSULATED,•MECHANICALLYATTACHED BASE SHEET, BONDED RQOF COVER
System
Deck
Base Sheet
Roof Cover (Note 15)
MOP
No.
(Note.l)
Base
Fasteners
Attach
Base Ply
Cap Ply
(Ps?)
Min. 19/32-inch
Polyglass Elastobase, Polyglass Elastobase
OMG Flat Bottom Plates (square) with
12-inch o.c. in 4-inch lap and 12-Inch
(Optional) One or
W-1
plywood at max.
Poly, Polyglass G2 Base, CertalnTeed
Glastiase, Firestone MB Base, JM Perma-
Roofgrip #14, Dekfast Hex with Dekfast #14
o.c: in two, equally spaced, staggered
more BP -AA or
SBS-AASBS
,
TA, APP-TA
52.5
24-inch spans
Ply 28, Tamko Glass Base or GAFGLAS #75
orTruFast MP3 with TruFastHD
center rows
APP-TA
Min. 19/32-inch
Polyglass Elastobase or Polyglass
Dekfast Hex with Dekfast #14 or TruFast MP-
12-inch o.c. In 4-inch lap and 12-inch
One or more SBS-
SBS-SA, APP-
W-2
plywood at max.
Elastobase Poly with poly top surface
3 with TruFast HD
o.c. in two, equally spaced, staggered
SA
SA, SBS-TA or
-52.5*
24-Inch spans
center rows
APP-TA
Min. 19/32-inch
Polyglass Elastobase or Polyglass
OMG Flat Bottom Plates (square)
12-Inch o.c. In 4-Inch lap and 12--inch
(Optional) One or
SBS-AA,-TA SBS
W-3
plywood at max,
Elastobase Poly
Roofgrip #12
o.c. in two, equally spaced, staggered
more BP -AA or
TA., APP-
-60.0
24-Inch spans
centerrows
APP-TA
Min. 19/32-inch
Rolyglass.Elastobase or Polyglass
OMG Flat Bottom Plates (square} with
c .. 12-Inch oin 4-Inch lap and 12-Inch
One or more SBS=
SBS=SA, APP-
W-4
plywood.at max.
Elasfobase Poly with poly top surface
Roofgrip #12
o.c, in two, equally spaced, staggered
SA
SA, SBS-TA or
60:0*
24-inch spans
center rows
APP-TA
TABLE IF WOOD DECKS —NEW CONSTRUCTION oa REROOF (TEaa OFF)
SYSTEM TYPE F NON=INSULATED, BONDED CIOF COVER'; . ?'
System
Deck
Primer
Roof Cover (Note 15)
MDP
Joint Treatment
Base Ply
Ply
Cap Ply
No.
(Psfl
1N`5
Min. 15/32-lnWpiywood
-
(Optional) ASTM'D41
None, ',
SBS-SA
(0pti6nal) SBS-SA or,
SBS-SA, APP-SA, SBS=TX
-90:0
,at max. 24-inch spans
;ARR-TA.
or AP.P:T&
W 6
Min.15/32-Inch plywood
ptional) ASTM D41
(Optional)
Plywood joints are covered with 4-inch wide strips,of TriBuilt SA
TriBuilt•SA SB Base
(Optional).SBS-SA or
SBS-SA, APP-SA; SBS-TAB
-9.7.5
at max. 24-incfi spans
SBS Base, rolled into place to create continuous bond.
APP-TA
or APP-TA
Exterior Research and Design, LLC, d/b/a Trinity IERD'
Certificate of Authorization #9503
Prepared by: Robert Nieminen, PE-59166
bTM EDITION (2017) FBC NON-HVHZ EVALUATION
TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485
Evaluation Report A42970.10.12-R2 for F1.16027-112
-Revision 2: 09/25/2017
Appendix 1, Page 8 of 26
y