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ARE THE RESPONSIBIU YOFTHE
CONTRACTOR OR RECORD
Code Version' 2017 FL# ef 6027 � �U 1Cie C
Application Type ALL Product, Manufacturer ALL OUnhf
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
Seaich Result.-. Aer ieation.
EL#— Tvoe
Manufacturer
Validated'8v
IStatus
FL16027-112 Revision
Tri-Built Materials Group, LLC
]ohn W. Knezevich, PE
Approved
History.
Category: Roofing
(954) 772-6224
Subcategory: Modified BltumenRoof System
'Approved by DBPR. Appe is by DBPR shall be reviewed and notified by the PCC and/or the commission If necessary.
Co... Ua :: 2601 Blair Stone Road. Toilette ... a 1132399 Phone; 850i87-1824
the State of Florida Is an AA/EED employer. Convnobt 2607-2033 State of Florida.:; Pri Statement :: Atceaslblllty Statement :: Refund statement
product Approvol Accepb:
®®0 V91 M
THESE PLANS AND ALL PROPOSED WORK
REQUIRED BY FIIEELD INSPECTORS THAT
COMPLNECESSARY WITPPLIICABLE CODES.
t TRINITY I. ER®
EXTERIOR RESEARCH & DESIGN, LLC.
Certificate of Authorization #9503
353 Christian Street
Oxford, CT 06478
(203) 262-9245
EVALUATION REPORT
TRI-BUILT Materials Group, LLC Evaluation Report A42970.10.12-R2
PO Box 70
Rutherford, NJ 07070
(800)516-1485
FL16027-R2
Date of Issuance:10/23/2012
Revision 2: 09/25/2017
SCOPE:
This Evaluation Report is issued under Rule 611320-3 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 a Edition (2017) Florida Building Code sections noted herein.
DESCRIPTION: TRI-BUILT ModifiedlBitumen 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. Trinity IERD requires a complete review of this
Evaluation Report relative, to updated Code requirements with each Cade 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 i through 4, plus a 26-page Appendix.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCA AIVE1983,
Tief imgeual appealing was authorised by gobert Nieminen,
P.E. on 09/25/2017. Thu doss notseme as on elMmnlolly signed
document.
CERTIFICATION OF INDEPENDENCE:
1. Exterior Research & Design, I.I.C. 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 nothave, 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 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 thatpurpose.
,, TRINITY i ERD
I
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 6`E 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
Pro a
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 U6222
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-R1
11/30/2009
ERD (TST6049)
FM 4470/4474
P30550.12.09
12/02/2009
ERE)(TST6049)
Physical Properties
P33960.12.10
12/30/2010
ERD (TST6049)
FM 4470/4474
P33970.03A1
03/25/2011
ERO (TST6049)
Physical Properties
P37590.03.13-3A
03/06/2013
ERD (TS16049)
FM 4470/4474
P39680.03.13'
03/04/2013
ERD (TST6049)
Physical Properties
P37590.03.13-1-RS
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)
PhysicalProperties
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
2DSA9.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
01/22/2000
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 (T5T1867)
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 A42970.30.12-R2
Cerdfimte afAuthor/mtion a550
a"EDmON(2017)FBC NON-HVH2 EVALUATION
FL16027-R2
TRI-BUILTMadified Bitumen Roof Systems; 1800)516-1485 Revision 2:09/25/2017
Page 2 of 4
`J I RINITYERD
1
Entity
Examination
Reference
Date
FM Approvals (TST1867)
FM 4470/4474
3023458
07/18/2006
FM Approvals (TST1867)
FM 4470/4474
3030668
09/12/2007
FM Approvals (TST1867)
FM 4470/4474
3032172
06/12/2009
PRI(TST5878)
Physical Properties.
PUSA-062-02-01
12/04/2007
PRI(TST5878)
Physical_ Properties
PUSA-061-02-02
01/28/20G8
PRI(TSTSB78).
Physical Properties
PUSA-064-02-02
02/27/2008
PRI(TST5878)
Physical Properties
PUSA-062-02-02
12/04/2008
Miami -Dade (CER1592)
HVHZCompliance
Various NOAs
Various
Miami -Dade (CER1592)
Proposal for Review
10-0823
10/12/2010
ULLLC (QUA9625)
Quality Control
MI -Agreement
02/27/2012
ULLLC(QUA9625),
Quality Control
ML Correlation, R27202
08/20/2012
ULLLC(QUA9625)
Quality Control
Service Confirmation, R14571
Exp.10/06/2018
4. PRODUcr DESCRIPTION:
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:,RoIVGoods for TRI-BUILT Modified Bitumen Roof Systems
Type
Product
Specification
Reference
Grade
Type
SBS Membranes
TriBuilt SA SBS Base
ASTM 06163, Table 2
S
1
TriBuilt SBS Granular
ASTM D6164
G
I
TriBuilt SA SBS Cap
ASTM D6164
G
I
APP Membranes
TriBuilt APP Smooth
ASTM D6222
S
I
TriBuil4APPGranular
ASTM D6222 _
G
I
TriBuilt SA APP Cap
ASTM 06222
G
I
S. LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the
Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used
for permitting or design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report Is not for use in FBC HVHZ jurisdictions.
5.3 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 unlessthe exceptions stated in FBC 2603.4.1 and 2603.6apply.
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 VID1, 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, LLC. Evaluation Report A42970.10.12-RZ
Certificate ofAuthorkntion 99503 6m EDITION(2017) FBC NON-RVHZ EVALUATION FL16027-112
TRI-BUILT Modified Bitumen Roof Systems, (800).516-1485 Revision 2: 09/25/2017
Page 3 of 4
\ I KINITY ERD
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 minimumrequirementsfor 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, asdocumentedahrough field uplift testing in accordance with ASTM E907, FM
Loss PreventionData Sheet 1-52 or Testing Application Standard TAS 224.
5.12 Metal edge attachment (except gutters), shall be designed and installed for wind loads in accordance with
FBC Chapter 16 and tested for resistance in accordance with ANSI/SPRI ES-1 or Roofing Application Standard
RAS 111, except the basic wind speed shall be determined from FBC Figure 1609.3(1), 1609.3(2) or
1609.3(3).
5.13 All products in the roof assembly shall have quality assurance in accordance with FAC Rule 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 63G20-3 CIA
requirements.
9. QUALITY ASSURANCE ENTITY:
ULLLC—QUA9625; (314) 578-3406, k.chancellor@us.ul.com
-THE26-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT -
Exterior Research and Design, U.C. Evaluation Report A42970.10.12-R2
Certilmte ofAutharieadon 49903 6'"EDITION (2017)FBC NON-HVHZ EVALUATION FU6027-112
TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1495 Revision 2: 09/25/2017
Page 4 of 4
`J TRIM-ry ERD
APPENDIX 1: ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE
Table Deck Application Type Description Page
1A-1 Wood New or Reroof [Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, BondedRoof Cover 4
1A-2 Wood New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 5
18 Wood New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 5
SC Wood New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 6 _
1D 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
nP- ----Wood-- ------ ... New or Reroof(Tear-Off)`____ ---F"" ---- Non-Insulateif,Bonde'd Roof Cover' _,7 CB `,.
2A Steel or Structural concrete New, Reroof (Tear -Off) or Recover B Meth. 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 30
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
5B CWF New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 21
SC CWF New, Reroof [Tear-Off)or Recover B Mech. Attached Base Insulation. Bonded Too Insulation, Bonded Roof Cover 22
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 lurisdictton.
Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation.
2. Insulation /. base sheet fastenersshall be of sufficient length for the following deck engagement:
D Wood: Minimum 0.75-Inch penetration.
D Steel: Minimum 0.75-Inch penetration and engage the tap flute of the steel deck.
D 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 CA
requirements of F.A.C. Rule 61620-3and is documented as meeting FBC 1505.1 and, for foam plastic, FBC Chapter 26, when Installed with the roof cover.
Exterior Research and Design, U.C. d/b/a Trinity(ERD Evaluation Report A42970.10.12-R2 for FL16027-R2
Certificate of Authorization 09503 6'R 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
\J TRINITi 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).
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 25-30lbs/square.
➢ Dow INSTA STIK Qulk Set Insulation Adhesive (D-IS): Continuous 0.75 to 1-Inch wide ribbons, 12-inch o.c.
D Millennium One Step.Foamable Adhesive(M-OSFA): Continuous 0.25 to 0:5-Inch wide ribbons, 12-inch o.c.
D OMG Olyeond 500 (OBS00): Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c. (PaceCart or SpotShot). Now: 01yBond Green 'maybe used where OlyBond 500 is referenced.
➢ OlyBond Classic (OB Classic): Full coverage at gal/square. _
➢ ICP Adhesive & Sealants CR-20: Continuous 2.5-3.54nch wide ribbons, 12-Inch o.c.
➢Note: When multiple layers(s)ofInsulation and/or coverboard are Installed In ribbon -applied adhesive, adhesive dbbonssholl be staggeredfromlayer-to-layer a distance ofone-ha/ftheribbon spacing.
➢Note: The maximum edge distancefrom the adhesive ribbon to the edge of the Insulation board shall be not less than one-half the specified ribbonsspacing.
Unless otherwise noted, all Insulations are flat stock or taper board of the minimum thickness noted. Tapered polyisocyanurate at the following thickness limitations maybe 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:
➢ Millennium One Step Foamable Adhesive (M-OSFA): MDP -157.5 psf .(Min. 0.5-inch thick)
D OMG OlyBond 500 (OBSOO): MDP -45.0 psf .(Min. 0.5-inch thick Multi -Max FA-3)
➢ OMG OlyBond 500 (013500): MDP -187.5 psf (Min. 0.5-Inchthick ISO 95+GQ
➢ OMG OlyBond 500 (OB500): MDP -315.0 psf (Min. 0.5-inch thick ENRGY 3)
D OMG OlyBond 500 (OBS00): MDP -4675 psf (Min. 0.5-Inch thick ACFoam II)
➢ICP Adhesive & Sealants CR-20: MDP -117,5 psf (Min. 1.0-Inch thick)
R. 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 WDS, 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 crltiml design pressure determined in accordance with FBC Chapter 16, and no national analysis is permitted.
It. 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 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 (far recover) shall be capable of resisting project design pressures on Its own mericto the satisfaction of the Authority Having Jurisdiction, as documented through field uplift testing in accordance with
ANSI/SPRI IA-1, AST 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 optic nal; however, the existing mof system shall be suitable for a recover application.
14. Lightweight Insulating Concrete (LWQ 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 tap-coatthickness is 2-inches.
For LWC over structural concrete, reference Is made to FBC Section 1917.4.1, Point 1.
Exterior Research and Design, I.I.C. d/b/a TrinityI ERD Evaluation Report A42970.30.12-112 for FL36027-R2
Certificate of Authorization 09503 6'v 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
�l TjtIj ITY I ERD
15. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications.
TABLE_1:TRI-BUILTROOFCOVEes'
Reference
Layer
Material
Application
BP -AA
Base Ply
FBC Approved ASTM D4601, Type 11
(Base and Ply sheets, Asphalt -Applied)
HA at 20-0O lbs/square
Ply
FBC Approved ASTM DZ178, Type IV or VI
SBS-AA
(SBS, Asphalt -Applied)
Cap Ply
TriBulit 585 Granular
HA at 20-40lbs/square
SBS-TA
(SBS,Torch-Applied)
Cap Ply
TriBuilt 5B5 Granular
Torch -Applied.
SBS-SA
Base.Ply
TriBuilt SA SBS Base
(SBS, Self -Adhering)
Cap Ply
TriBuilt SASBSCap
Self -Adhering
APP-TA
Base Ply or P
mo
(APP, Torch-Applled)
Torch-Applied
Cap Ply
TBull[APP i;12.!bTrIBuIIt APP ra
APP-SA
(APP, Self -Adhering)
Cap Ply
TriBuIIt 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) limitation. The lesser of the MDP listings below vs. those in Table 3A
applies:
VAPOR GARNER OPRONS; STRUCTURALCON[RETE DEcx; AOHFREd INSUTAIION PEBTABLE 3A
Option
Primer
VaporBaffler
Insulation Adhesive
MOP(psf).
Type
Attach
VB-1.
ASTM D41
Td6uIIt SASBS Base
Self -Adhering
Inta-Stik or CR-20,12-inch o.c.
-60.0
VB-2.
ASTM D41
TriBullt SA SBS Cap
Self -Adhering
Insta-Stile, 12-Inch o.c.
-75.0
VB-3.
ASTM D41
TrIB Ilt SA SBS Cap
Self -Adhering -
Millennium One Step Foamable Adhesive, 12-inch o.c.
-157.5
VB-4.
ASTM D41
THBuilt SA 5B5 Cap
Self -Adhering
CR-20, 12-Inch o.c.
-270.0
V&5.
ASTM D41
TnBuiIt5A5BS Base
Self -Adhering
Millennium One Step Foamable Adhesive, Millennium PG-1 PumpGade
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.
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 design wind loads.
Exterior Research and Design, U.C. d/b/a Trinity)ERD Evaluation Report A42970.10.12-RZ for FL16D27-RZ
Certificate of Authorization 09503 6' EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017
Prepared by: Robert Nleminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems;(8001516.2485 Appendix 1, Page 3 of 26
TRINITY I ERD
TABLE IA-1: WOOD DECKS —NEW CONSTRUCTION Ors REROCINTEAR-OFF) . - -
•'
SYSTEM TYPE A-2:MECHANICALLY ATTACHED ANCHOR SHEET, BONDED INSULATION, BONDED. ROOF COVER,-
System
Deck
Anchor5heet
Base Insulation
Top Insulation
Roof Cover(Note 15)
MOP'
No.
.(Note 1)
Type
Fasteners
Attach
Type
Attach
Type
Attach
Base Ply
Ply
Cap Ply
(PsH
Min. 0.25-Inch Dens
.Polyglass G2 Base,
e-Inch o.c. in 4-
Deck, Dens Deck Prime,
32 ga., 1-5/8-
Inch lap and 8-
(Optional)'FBC
SECUROCK Gypsum-
Min. 19/32-
Inch
CertainTeed Gase, e,
MB Base, 1M
Inch diameter
Inch o.c. in
Approved,
Fiber Roof Board, Min.
(Optional)
SSS-AA,
W-1
plywood
Firestone
tin caps with
three, equally
ASTM C1289,
HA
0.75-Inch:FescoBoard
HA.
BP -AA
585-TA,
-60.0
maxhspans
PemGlass Base 28, Tamko
ga. annular ring
spaced,
-
type ll'polylso-
(homogeneous)or min.
BP -AA
APP-TA
In
Inch spans
Glass Base or
shank nails
staggered
cyanurate.
0.5-Inch Structodek
GAFGLAS#75
-
center rows
High Density Fiberboard.
Roofinsulation
Polyglass G2 Base,
8-inch o.c.In 4
Min. 19/32-
CertalnTeed Glasbase;
32 ga., 1-5/8-
inch lap and 8-
(Optional)FBC
Min.0:25-Inch Dens
(Optional)
SBS-SA,
W �
inch plywood
Base,1M
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-
SBS-TA,
'60.0
at max.24..
PermoneM8
Perna -Ply 28, Tamko
ga. annular ring
,spaced,
type ll polyiso-
SECUROCK Gypsum-
SA or
SBS-TA or
Inch spans
Glass Base or
shankoails
staggered
cyanumte
Fiber Roof Board
APP-TA
APPTA
GAFGLAS#75
center rows
6-inch o.c. In 4-
Min. 2-Inch
D-IS,OB500,
Min.19/32-
32 ga., 1-5/8-
Inch lap and 6-
ACFoamll, Ill,
CR-20 or M-
MIn:0.25-inch Dens
D-I5;
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 caps with 12
spur, equally-
Shield CG,
fastener
or SECUROCK Gypsum-
CR-20 or
BP -AA
BP -AA
-60.0•
Inch spans
Elastobase Poly
ga. annular ring
spaced,
Multl-Max FA3
rows, 7-Inch
Fiber Roof Board
M-OSFA
APP-TSBS-TA,
APP-TA
shanknalls
.staggered
or ENRGY-3
oc
centerrows
6-inch c.c. in 4-
Min. 2-Inch
D-IS, OB500,
Min.
32 ga, 1-5/8-
Inch lap and 6-
ACFoam 11, 111,
CR-20 or M-
D-IS,
(Optional)
SBS-SA,
inch plywood.
plywood
Polyglass Elastobase
Inctin
Inch o.am
H-Shleld,.H-
DSFA, atop
(Optional) Additional
OBS00,
One or
APP-SA,
�
W-4
or Polyglass
tin raps with l2
caps with
-
four, equally
Shield CG,
fastener
layers of hose insulation
CR-20 or
5&S-SA
more
more SBS-
SBS-TA or
Inch
Inch spans
Elastobase Poly
ga. annular ring
Spaced,
Muid -Max FA3
rows, 7-Inch
-
M-OSFA
SA or
APPTA
shank nails
staggered
or ENRGY-3
oc
AP P-TA
center rows
Exterior Research and Design, I.I.C. d/b/a Trinity( ERD Evaluation Report A42970.10.12-R2 for FL36027-R2
Certificate of Authorization 49503. 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 S,Page 4 of 26
`J TRINNITY ERD
TABLEIA-2:, WOOD DECKS— NEW CONSTRUCTION, REROOF(TEna-OFE)oa RECOVER -
- SYSTEMTYPEA-2f MECHANICALLY ATTACHED ANCHOR SHEET, BONDED INSULATION, BONDED ROOF COVER' -
System
Deck
Anchor5heet
Base Insulation
Top Insulation
Roof Cover (Note:15)I
MDP
No.
(Note 1)
Type
Fasteners
Attach
Type-
Attach
Type
Attach
Base Ply
Ply
Cap Ply
(Psf)
12-Inch o.c. in 4-
Min. 0.25-inch Dens Deck,
Min. 19/32-
Polyglass
OMGFIat
inch lap and l2-
(Optional). FBC
Dens Deck Prime, SECUROCK
Inch I
Elastobase or
bottom Plates
Approved,
Gypsum -Fiber Roof Board,
(Optional)
SBS-AA,SBS-
W-5
a.24-
Poiyglassnch
(square) with
equallc..intwo,
equally spaced,
ASTM C1289,
HA
Min. 0.75-InchFescoeoard
HA
BP -AA
BP -AA
TA, APP-TA
-60.0
inchsp24
inchspans
Elastobase
Roofgdp 432
staggered center
type II polyiso-
(homogeneous) or min.0.5-
Poly
cyanurate
inch Struc[odekHighDenslty
rows
FiberboaN Roof Insulation
Mi
Poi glass
y
t
12-inch o.c. in 4.
Inch lap and 12-
(Optional) FBC
-
(Optional)
plywood
Elastobase of
BottomCMG
Bottom Plates
Inch o.a In two,
Approved,
Min. 0.25-inch Dens Deck,
One or
SBS-SA, APP-
W-8
aInch a24-polyglass
(square) with
equally spaced,
ASTM C3289,
HA
Dens Deck Prime, SECUROCK
HA
SBS-SA
more SBS-
SA, SBS-TA
-60.0
In hspans
Inch spans
Elastobase
Roofgrip #12
staggered center
type II-polyiso-
Gypsum -Fiber Roof Board
SA or APP-
orAPP-TA
Poly
Poly
cyanurate
TA
rows
.- _ -. .... ... , TABLEIB: WOOOBECKS-.NEW CONSTRUCTION . , REROO.FjTEAR -OFF)o. RR I COVER
' SYSTEM TYPE B: MECHANICALLYATTACHED BASE INSULATION, BONDED TOP INSULATION,'BONDED ROOF COVER"
System
Base Insulation layer
Top Insulation Layer
Roof Cover (Note 15)
MDP
No
Deck (Note 2)
Type
.Fasteners
Attach
Type
Attach
Base Ply
Ply
Cap Ply
(Pso
Min. 19/32-inch
Min. 1.5-inch
Dekfast Hex with
Min. 0.75-Inch FescoBoard
(Optional iF
(Optional If using
W-7
plywood at max. 24inch
EN 3, H-Shield
Dekfast 812 orTrufast
1 per
z
(homogeneous) or. min. 0.5-inch
HA
using AAPly)
AA Base) One or
SBS-AA, SBS-TA,
-60.0
spans
or Polythene
MP-3 with 7roFast DP
1.33 ft
Struttodek High Density Fiberboard
BP -AA
more BP -AA or
APP-TA
Roof Insulation
APP-TA
Exterior Research and Design, U.C. d/b/a Trinityl ERD Evaluation Report A42970.10.12-R2 for FL16027-RZ
Certificate of Authorization #9503 bra EDITION (2017) FBC NON-I4VHZ EVALUATION Revision 2: 09/25/2017
Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen RoafSystems; (800) 516-1485 Appendix 1, Page 5 of 26
� I RINITY ERD
._
• .TABLE SC: WOOD DECKS CONSTRUCTION, .RERODF(TeAR-OFF)Da RECOVER
:. SYSTEM TYPE C: MEC14ANICALLYATTACHED INSULATION, BONDED ROOF COVER -
System
Deck (Note 11
Base Insulation
Top Insulation Layer
Roof Cover (Note 15)
MOP
Type
Fasteners
Attach
Base Ply
Ply
Cap Ply
No.
layer
(Psfl
Min. Inch
(Optional)
min. 0.5-Inch Structodek High Density
Dekfastx
(Optional If using AA
W B
odat
p4-Inch at max.
One or more layers,
Fiberboard Roof Insulation or min. 0.25-
Steel Hex with
with
1 per 1.33
r
using AA l
using AA Ply)
Base) One or more BP -AA
SBS-AA, 585-TA, APP-
-82.5
24-Inch spans
an anon,
Inch Dens Deck, Densum-F Deck Prime or
Dekfast 012 DP
fit
BP -AA
or APP-TA
TA
se laid
loose laid
SECUROCK Gypsum -Fiber goof Board
(Optional)
Dekfast Galvalume
W-9
Min. Inch
plyw000dd aat t max.
One or more layers,
MIn.1.5-Inch ENRGY 3, H-Shield or
Steel Hex with
Dekfast 012 DP or
1 per 1.33
SBS-SA
(Optional) One or more
SBS-SA, APP-SA, SBS-
-825
24-Inch spans
any combination,
Polytherm
TruFast MP-3 with
ft'
SBS-SA or APP-TA
TA or APP-TA
loose laid
TruFast DP
-.. TABLE 113: WOOD DECKS —NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER
. SYSTEM TYPED: PRELIMINARILY ATTACHED INSULATION, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER • • _- _ •.
System
Deck (Note 1)
Insulation Layer(s)
Base Sheet
Roof Cover (Note 15)
-
MOP
No.
Type
Attach
Base
Fasteners
Attach
Base Ply
Cap Ply
IPsn
Polyglass Elastobase, Polyglass
OMG Flat Bottom Plates
Min. 19/32-Inch
One or more layers,
Prellm.
Elastobase Poly, Polyglass G2 Base,
(square) with Roofgrip,
12-Inch o.c. in 4-Inch lap and 12-
(Optional) One
SBS-AA,
W-10
plywood at max.
anycombinatlon
Attached
CertainTeedGlasbase, 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 29, Tamko Glass
Dekfast#14 orTruFast
staggered center rows
or APP-TA
APP-TA
Bamor GAFGLAS#75
MP-3 with TruFast HD
Min. 19/324nch
One or mare layers,
Prelim.
Polyglass Elastobase or Polyglass
Dekfast Hex with Dekfast
124nch o.c. in 4-Inch lap and 12-
One or more
S85-SA'
APP-SA;
W-11
plywood at max.
any combination
Attached
Elastobase Poly with poly top surface
914 orTruFast MP-3 with
Inch o.c. In two, equally spaced,
SBS-SA
SRS-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 Fla[ Bottom Plates
124nch o.c. in 4-Inch lap and 12-
(Optional) One
SBS-AA,
plywood
24-inch
an combination
y
Attached
Elastobase Pol y
(square) with Roofgrip 412
inch o.c. In two, equally spaced,
or more BP -AA
SBS-TA,
-60.0
spans
staggered center rows
or APP-TA
APP-TA
W-13
min. 19/32-Inch
a
plywood t max
One or more layers,
Prelim.
Polyglass Elastobase or Polyglass
OMG Flat Bottom Plates
124nch o.c. In 4-inch lap and 12-
.
Inch o.c In two, equally spaced,
One or more
SBS-SA,
APP-SA,
-60
244nchs ans
P
any combination
Attached
Elastobase Poly with poly top surface
(square) with Roofgrip#12
staggered center rows
SBS-SA
SBS-TA or
.0•
APP TA
Exterior Research and Design, I.I.C. d/b/a TrinityIERD Evaluation Report A42970.10.12-R2 for F1.16027-112
Certificate of Authorization 09503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION, Revision 2:09/25/2017
,Prepared by: Robert Nleminen, PE-59166 TRI-BUILT Modified Bitumen Roof System, (8001516-1485 Appendix 1, Page 6 of 26
�! I KINKY ERD
TABLE lE-1: WOOD DECKS— NEW CONSTRUCTIONDR REROOF(TEAR-OFF) ,-, _-
-,_ SYSTEMTYPEE:NON-INSULATED, MECHANICALLYATTACHED BASE SHEET, BONDED ROOF COVER. `_-
-System
Deck
Base Sheet
Roof Cover (Note 15)
MOP
No.
(Note 1)
Base
Fasteners
Attach
Base Ply
Cap Ply
(psf)
Min. 15/32-Inch
W-14
plywood at max. 24-
Polyglass Elastobae
9lmplex MA%%Cap
9-inch o.c. at 2-Inch lap lB-inch o.c. in two,
(Optional) BP -AA
SBS-AA, SBS-TA
-05.0
Inch spans
equally spaced, staggered center rows
APP-TA
or APP-TA
Min. Inch
W-15
plywood at max. 24-
Polyglass Elastobase
Simplex MAX%Cap
9-Inch o.c. at2-Inch lap and 12-Inch o.c, in two,
(Optional) BP -AA or
SBS-AA, SBS-TA
-52.5
Inch spans
Inch spans
equally spaced, staggered center rows
APP-TA
orAPP-TA
Min. 19/32-Inch
Polyglass Elastobase, Polyglass Elastobase-
(Optional) One or
W-16
I ood at max.
Poly, Polyglass G2 Base, CertainTeed
32 ga., 1-5/8-Inch diameter tin ups
8-Inch o.c. In 4-Inch lap and 8-inch o.c. in three,
SBS-AA,SBS-
P
24-inch spans
Glasbase, Firestone MB Base, JM Perma-
with 11 ga. annular ring shank nails
equally spaced, staggered center rows
more BP -AA or
TA, APP-TA
-60.0
Ply 28Tamko Glass Base or GAFGLAS VS
APP-TA
W-17
Min. 19/32-Inch
max.
Polyglass Elastobase or Polyglass
32 ga., 1-5/8-Inch diameter tin ups
8-Inch o.c. In 4-Inch lap and 8-Inch o.c. in three,
(Optional) One or
SBS-SA, APP-
plywood
24-Inch
Elastobase Pal with of to surface
Y poly P
with 11 a. annular ring shank nalls
g g
equally spa staggered center rows
9 Y P Bg
more SBS-SA or
SA, SBS-TA or
-60.0
paat
spans
APP-TA
APP-TA
Mln.w Inch
W-18
at mac 24-
plywood at
Polyglass Elastobase
Simplex MAX%Cap
6-inch o.c. at 24nch lap and 6-Inch o.c. in two,
(Optional) SP-AA or
SBS-AA, SBS-TA
-90.0
inch Spans
inch spa
equally spaced, staggered center rows
APP-TA
or APP-TA
W-19
Min. 19/32-Inch
Polyglass Elastobase or Polyglass
32 ga.,1-5/8-Inch diameter tin caps
4-inch o.c In 4-Inch lap and 4-Inch c.c. in four,
(Optional) One or
SBS-SA, APP-
plywood
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
-97.5
pansat
24-Inch spans
APP-TA
APP-TA
Min. 15/32-Inch
W-20
plywood at max. 24-
Potyglass Elastobase
Simplex MAXX Cap
6-Inch a.c.at2-Inch lap and 6-inch o.c. In three,
(Optional)BP-AA or
'SBS-AA, SBS-TA
-105.0
Inch spans
equally spaced, staggered center rows
APP-TA
orAPP-TA
W-21
Min. plywood at Inch
p4-Inch at max.
Polyglass Elastobase or Potyglass
32 go., 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-
24-Inch
Elastobase Poly
with 11 ga. annular ring shank nalls
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 ups
SBS-SA, APP-
W-22
plywood at max.
pW+
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
24inch spans
Elastobase Poly with poly top surface
Note:Tin ups a re to be primed with
equally spaced, staggered center rows
more APP-TA
or
-112.5
ASTM D41 primer.
APP-TA
Exterior Research and Design, U.C. d/b/a Trinity I ERD Evaluation Report A42970.10.12-R2 for FL36027-R2
Certificate of Authorization 09503 6n" EDITION (20171 FBC NON-HVHZ EVALUATION Revision 2:09/2512017
Prepared by: Robert Nleminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 7 of 26
\,I I RINITY ERD
TABLEIE-2: WOOD DECKS —NEW CONSTRUCTION, REROOF (TEAR -OFF) on REcovea -: - - -
•SYSTEMTYPEE:,NON-INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER - +
System
Deck (Note 1)
Base Sheet
Roof Cover (Note 15)
-
MOP
No.
Base
Fasteners
Attach
Base Ply
Cap Ply
(Psfl
Min. 19/32•Inch.
Polyglass Elastobase, Polyglass Elastabase
Poly, Polyglass G2 Base, CertainTeed
OMG Flat Bottom Plates (square) with
12-Inch o.c. In 44nch lap and 12-Inch
(Optional) One or
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
SBS-AA, SBS-
TA, APP-TA
-52:5
24-inch spans
Ply 28, Tamko Glass Base or GAFGLAS #75
orTruFast MP-3 with TruFast HD
center rows
APP-TA
W-2
Min. 19/32-inch
at max.
Polyglass Elastobase or Polyglass
DekFast Hex with Dekfast H14 orTruFast MP-
12-Inch o.c. In 4-Inch lap and 12-Inch
OneormoreSBS-
SBS-SA, APP-
plywood
P
24-Inch
Elastobase Poly with poly top surface
3 with TruFast HD
o.c. In two, equally spaced, staggered
SA
SA, SBS-TA or
-52.5
spans
center rows
APP-TA
W-3
Min. 19/32-Inch
at max.
Polyglass Elastobaseor Polyglass
Yg Y8
OMG Flat Bottom Plates (square) with
(q )
12-Inch o.c. in 4-Inch lap and 12•inch
(Optional) One or
SBS-AA, SBS-
plywood
24-Inch spans
Elastobase Poly
Roofgrip 412
o.c. in two, equally spaced, staggered
more BP -AA or
TA, APP-TA
c60.0
P
center rows
APP-TA
W-4
Min. Inch
plywoodod at at max.
Polyglass Elastobase or Polyglass
CMG Flat Bottom Plates (square) with
12-Inch o.c. in 4-Inch lap and 12-Inch
One or more SBS-
SBS-SA, APP-
24-Inch spans
Elastobase Poly with poly top surface
Roofgrip#12
o.c. In two, equally spaced, staggered
SA
SA, SBS-TA or
-60.0'
center rows
APP-TA
• TABLE IF: WOOD DECKS —. NEW ;CONSTRUCTION OR REROOF{TEAR-OFF) - "•: -_
` SYSTEM TYPE F:NON-I NSULATED, BONDED ROOF COVER - -
System
Deck
Primer
Roof Cover (Note 15)
MOP
Joint Treatment
Base Ply
.Piy
Cap Ply
No.
(Psf)
-
_Min. 15/32-inch plywcoch I
_(Optional).ASTM D41?
_.None._;]
'SBS-,SA,
)(Optonal)"SBS_SAor t
-SBS-SA; APP_-SA, SBS-TA-.
4----
90.0_.
at maz_241nch spans+
Y� a
'APP-TA,_:I
or APP>.TA�
W-6
Min. 15/32-Inch plywood
(Optional) ASTM D41
Plywood joints are covered with 4-inch wide strips ofTrlBuilt SA
TriBuilt SA SBS Base
(Optional)SBS-SA or
SBS-SA, APP-SA, SBS-TA
-97.5
at max. 24-inch spans
SBS Base, rolled Into place to create continuous bond.
APP-TA
or APP-TA
Exterior Research and Design, LLC d/b/a Trinity(ERD Evaluation Report A42970.10.12-R2 for FL16027-RZ
Certificate of Authorization 99503 6' EDITION (2017) FBC NON-HVH2 EVALUATION Revision2: 09/25/2017
Prepared by: Robert Nleminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 9 of 26