HomeMy WebLinkAboutProduct Approval (3) RECEIti`'-D OCT ?316
_I`ll j°E�_� I'1 /' k?� EXTERIOR RESEARCH & DESIGN, LLC.
Cerdricate of Authorization#9503
i 353 Christian Street
1 ER. OCT 3 p�°1 Oxford, CT 06478
i PHONE: (203) 262-9245
PEF,'v71?-fiiilG FAX: (203) 262-9243
Viz,; Lucite" to t p
EVALUATION REPOR' ,- xa E .R. a' p
Mule-Hide Products Co.i k In 'V, r 'flu ion Report M10000.03.08-R2
e
1195 Prince Hall Driv ,l uite A FL10497-112
Beloit, WI 53511-5481 Date of Issuance: 03/28/2008
Revision 2: 08/21/2013
SCOPE:
This Evaluation Report is issued under Rule 9N-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 designed to comply with the 2010 Florida Building Code sections
noted herein.
DESCRIPTION: Mule-Hide SBS and APP Modified Bitumen Roof Systems
LABELING: Each unit shall bear labeling 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. TrinitylERD requires a complete review of this Evaluation
Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity I ERD Evaluated"
may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then
it shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by
the manufacturer or its distributors and shall be available for inspection at the job site at the
request of the Building Official.
This Evaluation Report consists of pages 1 through 4, plus a 16-page Appendix.
Prepared by: ptrtmn„
i The facsimile seal appearing was authorized
OF_;S� by Robert Nieminen,P.E.on 08/21/2013
This does not serve as an electronically signed
Robert J.M. Nieminen P.E. ''•,FSS' document. Signed,sealed Approval
shave been
•�„{i�,���� ,+`�''' transmitted to the Product Approval Administrator and
Florida Registration No. 59166,Florida DCA ANE1983 to the named client
CERTIFICATION OF INDEPENDENCE:
1. Exterior Research & Design, LLC. d/b/a Trinity I ERD does not have, nor does it intend to acquire or will it acquire, a
financial interest in any company manufacturing or distributing products it evaluates.
2. Exterior Research & Design, LLC. d/b/a Trinity I ERD is not owned, operated or controlled by any company
manufacturing or distributing products it evaluates.
3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing
products for which the evaluation reports are being issued.
4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval
process of the product.
\J
TRINITYIERD
ROOFING SYSTEMS EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category: Modified Bitumen Roof Systems
Compliance Statement: Mule-Hide SBS and APP Modified Bitumen Roof Systems, as produced by
Mule-Hide Products Co., Inc., have demonstrated compliance with the following sections of the Florida
Building Code through testing in accordance with the following Standards. Compliance is subject to the
Installation Requirements and Limitations/ Conditions of Use set forth herein.
2. STANDARDS:
Section Property Standard Year
1504.3.1 Wind FM 4474 2004
1504.7 Impact FM 4470 1992
1507.11.2 Physical Properties ASTM D6163 2000
1507.11.2 Physical Properties ASTM D6164 2005
1507.11.2 Physical Properties ASTM D6222 2002
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-Ri 11/30/2009
ERD (TST6049) FM 4470/4474 P30550.12.09 12/02/2009
ERD (TST6049) Physical Properties P33960.12.10 12/30/2010
ERD (TST6049) FM 4470/4474 P33970.03.11 03/15/2011
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 P37590.07.13-1 07/02/2013
ERD (TST6049) FM 4470/4474 P41630.08.13 08/06/2013
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 3001334 02/15/2000
FM Approvals (TST1867) FM 4470 3000857 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
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 01/28/2008
PRI (TST5878) Physical Properties PUSA-064-02-02 02/27/2008
PRI (TST5878) Physical Properties PUSA-062-02-02 12/04/2008
Miami-Dade (CER1592) HVHZ Compliance Various NOAs Various
Miami-Dade (CER1592) Proposal for Review 10-0823 10/12/2010
UL LLC (QUA9625) Quality Control UL File R14571 Exp. 08/28/2017
Exterior Research and Design, LLC. Evaluation Report M10000.03.08-R2
Certificate of Authorization#9503 FL10497-R2
Revision 2: 08/21/2013
Page 2 of 4
TRIM! �ER®
4. PRODUCT DESCRIPTION:
This Evaluation Report covers Mule-Hide Modified Bitumen Roof Systems installed in accordance with
Mule-Hide. published installation instructions and the Limitations / Conditions of Use herein. The
following Mule-Hide membranes make up the subject systems.
Table 1: Roll-Goods for Mule-Hide Modified Bitumen Roof Systems
Type Product Specification
Reference Grade Type
Nail Base ASTM D6163 S I
SA Base Sheet ASTM D6163,Table 2 S I
SA Base Sheet(FR) ASTM D6163,Table 2 S I
SA Base Sheet 6163 ASTM D6163 S I
SBS Membranes SA Base Sheet 6163 (FR) ASTM D6163 S I
SA-SBS Cap Sheet ASTM D6164 G I
SA-SBS Cap Sheet(FR) ASTM D6164 G I
SA-SBS KoolCap ASTM D6164 S I
SA-SBS KoolCap (FR) ASTM D6164 S I
SA-APP Cap Sheet ASTM D6222 G I
SA-APP Cap Sheet FR ASTM D6222 G I
APP Membranes SA-APP KoolCap ASTM D6222 S I
SA-APP KoolCap (FR) ASTM D6222 S I
SA-APP PF30 KoolCap ASTM D6222 S I
S. LIMITATIONS:
5.1 This Evaluation Report is not for use in HVHZ.
5.2 Refer to a current Roofing Materials Directory for fire ratings of this product.
5.3 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.
5.4 Unless otherwise noted in Appendix 1, roof decking and its attachment shall be specified and
installed to meet project design criteria to the satisfaction of the AHJ.
5.5 For recover installations, the existing roof shall be examined in accordance with FBC 1510.
5.6 For mechanically attached insulation or membrane or strip-bonded insulation, the maximum
design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure
determined in accordance with FBC Chapter 16. Zones 2 and 3 shall employ an attachment
density designed by a qualified design professional to resist the elevated pressure criteria.
Commonly used methods are RAS 117 and FM LPDS 1-29. Assemblies marked with an
asterisk* carry the limitations set forth in Section 2.2.1.5.1(a) of FM LPDS 1-29 for Zone 2/3
enhancements.
5.7 For fully-adhered insulation, 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
5.8 For mechanically attached insulation or membrane over existing roof decks, fasteners shall be
tested in the existing deck for withdrawal resistance. A qualified design professional shall
review the data for comparison to the minimum requirements for the system. Testing and
analysis shall be in accordance with TAS 105 or ANSI/SPRI FX-1.
Exterior Research and Design,LLC. Evaluation Report M10000.03.08-112
Certificate of Authorization#9503 FL10497-R2
Revision 2: 08/21/2013
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TRINITY ER®
5.9 For bonded insulation or membrane over existing substrates in a re-roof (tear off) or recover
installation, the existing deck or existing roof surface shall be examined for compatibility with
the adhesive to be installed. If any surface conditions exist that bring system performance into
question, field uplift testing in accordance with ASTM E907, FM LPDS 1-52, ANSI/SPRI IA-1 or
TAS 124 shall be conducted on mock-ups of the proposed new roof assembly.
5.10 For bonded insulation or membrane over existing substrates in a recover installation, the
existing roof system shall be capable of resisting project design pressures on its own merit to
the satisfaction of the AHJ, as documented through field uplift testing in accordance with ASTM
E907, FM LPDS 1-52 or TAS 124.
5.11 Metal edge attachment (except gutters), shall be designed and installed for wind loads in
accordance with FBC Chapter 16 and tested for resistance in accordance with ANSI/SPRI ES-1
or RAS 111, except the basic wind speed shall be determined from FBC Figure 1609.
5.12 All products in the roof assembly shall have quality assurance audit in accordance with the FBC
and F.A.C. Rule 9N-3.
6. INSTALLATION:
6.1 Mule-Hide Modified Bitumen roof systems shall be installed in accordance with Mule-Hide
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.
6.3 Any of the following FBC Approved coatings may be applied to the top roof membrane without
adverse effect on the system wind load performance. Refer to current Roofing Materials
Directory for fire ratings associated with coating usage.
Mule-Hide 102 Fibrated Roof Coating;
➢ Mule-Hide 111 Non-Fibrated Roof Coating;
Mule-Hide 301 Emulsion Fibrated;
D Mule-Hide 311 Emulsion Non-Fibrated;
➢ Mule-Hide 401 Premium Fibrated Aluminum Roof Coating;
➢ Mule-Hide 406 Standard Fibrated Aluminum Roof Coating;
➢ Mule-Hide 410 Premium Non-Fibrated Aluminum Roof Coating;
➢ Mule-Hide 416 Standard Non-Fibrated Aluminum Roof Coating.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the
installation of this product.
S. MANUFACTURING PLANTS:
Contact the noted QA agency for information on product locations covered for F.A.C. Rule 9N-3 QA
requirements
9. QUALITY ASSURANCE ENTITY:
UL LLC - QUA9625; (314) 578-3406, k.chancellor@us.ul.com
- THE 16-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT-
Exterior Research and Design,LLC. Evaluation Report M10000.03.08-112
Certificate of Authorization#9503 FL10497-R2
Revision 2: 08/21/2013
Page 4 of 4
APPENDD(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, Bonded Roof Cover 4
1A-2 Wood New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation, Bonded Roof Cover 5
1B Wood New, Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 5
1C Wood New, Reroof(Tear-Off)or Recover D Prelim.Attached Insulation, Mech.Attached Base Sheet,Bonded Roof Cover 6
1D Wood New or Reroof(Tear-Off) E Non-Insulated, Mech.Attached Base Sheet, Bonded Roof Cover 6-7
1E Wood New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 7
2A Steel or Conc. New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 8
213 Steel or Conc. New,Reroof(Tear-Off)or Recover D Prelim.Attached Insulation,Mech.Attached Base Sheet,Bonded Roof Cover 8
3A-1 Concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 9-10
3A-2 Concrete New or Reroof(Tear-Off) A-1 Bonded Temporary Roof, Bonded Insulation, Bonded Roof Cover 11
3B Concrete New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 11
4A LWIC New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 12
4B LWIC New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 13
4C LWIC New or Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 13
5A CWF New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 14
5B CWF New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 14
6A Gypsum New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 15
7A Various Recover A-1 Bonded Insulation,Bonded Roof Cover 16
The following notes apply to the systems outlined herein:
1. Roof decks shall be in accordance with FBC requirements to the satisfaction of the AH7. Wind 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:
➢ Wood: Minimum 0.75-inch penetration.
Steel: Minimum 0.75-inch penetration and engage the top flute of the steel deck.
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, DensDeck, DensDeck Prime, DensDeck
DuraGuard, SECUROCK Gypsum-Fiber Roof Board or SECUROCK Glass-Mat Roof Board that meets the QA requirements of F.A.C. Rule 9N-3 and is documented as meeting
FBC 1505.1 and, for foam plastic, FBC 2603.4.1 or 2603.6,when installed with the roof cover.
4. 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.
5. 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 Roofing 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 o.c.
Exterior Research and Design,LLC. d/b/a Trinity]ERD Evaluation Report M10000.03.08-112 for FL10497-R2
Certificate of Authorization#9503 Revision 2: 08/21/2013
Prepared by: Robert Nieminen,PE-59166 Appendix 1, Page 1 of 16
OMG OlyBond 500(OB500): Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c. (PaceCart or SpotShot). Note: OlyBond Green may be used where
OlyBond 500 is referenced.
➢ OlyBond Classic(OB Classic): Full coverage at 1 gal/square.
3M CR-20: Continuous 2.5-3.5-inch wide ribbons, 12-inch o.c.Note: 7TTESET maybe used where CR-20 is referenced.
➢ 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.
6. Unless otherwise noted, all insulations are flat stock or taper board of the minimum thickness noted. Tapered polyisocyanurate at the following thickness limitations may be
substituted with the following Maximum Design Pressure (MDP) limitations. In no case shall these values be used to`increase'the MDP listings in the tables; rather if MDP
listing below meets or exceeds that listed for a particular system in the tables, then the thinner board listed below may be used as a drop-in for the equivalent thicker
material listed in the table:
Millennium One Step Foamable Adhesive(M-OSFA):MDP -157.5 psf (Min. 0.5-inch thick)
OMG OlyBond 500(OB500): MDP -45.0 psf (Min.0.5-Inch thick Multi-Max FA-3)
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 ACFoam II, Poly ISO 2)
3M CR-20: MDP -117.5 psf (Min. 1.0-inch thick)
7. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft.
8. For mechanically attached components or partially bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design
pressure determined in accordance with FBC Chapter 16, and Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the
elevated pressure criteria. Commonly used methods are RAS 117 and FM LPDS 1-29. Assemblies marked with an asterisk* carry the limitations set forth in Section
2.2.1.5.1(a)of FM LPDS 1-29 for Zone 2/3 enhancements.
9. 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.
10. For mechanically attached components over existing decks, fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall
review the data for comparison to the minimum requirements for the system. Testing and analysis shall be in accordance with TAS 105 or ANSI/SPRI FX-1.
11. For existing substrates in a bonded recover installation, the existing roof system shall be examined for compatibility and bond performance with the selected adhesive, and
the existing roof system shall be capable of resisting project design pressures on its own merit to the satisfaction of the AH], as documented through field uplift testing in
accordance with ASTM E907, FM LPDS 1-52,ANSI/SPRI IA-1 or TAS 124.
12. For Recover Applications using System Type D, the insulation is optional; however, the existing roof system shall be suitable for a recover application.
13. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications.
Table 1:Mule-Hide Roof Covers
Reference Layer Material Application
SBS-SA Base SA-SBS Base Sheet,SA-SBS Base Sheet(FR),SA Base Sheet 6163,SA Base Sheet 6163(FR)
(SBS,Self-Adhering) p p ( ), TM pT (FR) Self-Adhering
Cap SA-SBS Ca Sheet,SA-SBS Ca Sheet FR SA-SBS KoolCap ,SA-SBS KoolCa
APP-SA Ca SA-APP Ca Sheet,SA-APP Ca Sheet FR SA-APP KoolCa " ,SA-APP Koo1Ca '" SA-APP PF30 KoolCa Tm Self-Adhering
(APP,Self-Adhering) p p P ( )� p p (FR), p 9
Exterior Research and Design,LLC, d/b/a TrinitylERD Evaluation Report M10000.03.08-R2 for FL10497-R2
Certificate of Authorization#9503 Revision 2:08/21/2013
Prepared by: Robert Nieminen,PE-59166 Appendix 1, Page 2 of 16
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TABLE 1A-1: WOOD DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF)
SYSTEM TYPE A-2: MECHANICALLY ATTACHED ANCHOR SHEET,BONDED INSULATION,BONDED ROOF COVER
System Deck Anchor Sheet Base Insulation Top Insulation Roof Cover MDP
No. (See Note 1) Type Fasteners Attach Type Attach Type Attach Base Ply Cap (Psf)
Min. 19/32-inch Nail Base, 32 ga., 1 Min.0.25-inch
8-inch o.c. in 4-
plywood at CertainTeed 5/8-Inch inch lap and 8- (Optional)FBC DensDeck, (Optional)
max.24-inch Glasbase,Firestone diameter tin Approved,ASTM DensDeck SBS-SA
inch o.c. in three, SBS- One or
W-1 spans attached MB Base,JM Perma- caps with 11 equally spaced, C1289,type II HA Prime, HA SA more SBS-
or APP- -52.5
6-inch o.c.with Ply 28,Tamko Glass ga.annular polylso- SECUROCK SA
rows 8d common Base or GAFGLAS ring shank ra99ered center cyanurate Gypsum-Fiber SA
nails #75 nails roRoof Board
Min. 19/32-inch
plywood at 32 ga., 1- Min.0.25-inch
CertainTeed 8-inch o.c. in 4-
max.24-inch 5/8-inch (Optional)FBC DensDeck,
Glasbase,Firestone inch lap and 8- (Optional)
spans attached diametertin Approved,ASTM DensDeck SBS-SA
MB Base JM Perma- inch o.c. in three SBS- One or
W-2 4-inch o.c.with ' caps with 11 ' C1289,type II HA Prime, HA or APP- -60.0
Ply 28,Tamko Glass equally spaced, SA more SBS-
8d common ga.annular polyiso- SECUROCK SA
nails or 6-inch Base or GAFGLAS ring shank staggered center cyanurate Gypsum-Fiber SA
o.c. with#8 #75 nails rows Roof Board
screws
Min. 19/32-Inch
plywood at 32 ga., 1- Min. 2-Inch OBS
6-Inch o.c. in 4- 08500,
max.24-inch 5/8-Inch ACFoam II,Poly D-IS,
Inch lap and 6- CR-20 or (Optional) (Optional)
spans attached diameter tin ISO 2 III H- 06500 SBS-SA
p inch o.c. in four, M-OSFA, Additional SBS- One or
W-3 4-inch o.c.with Nail Base caps with 12 Shield, Poly ISO CR-20 or APP- -60.0
equally spaced, atop layers of base SA more SBS-
8d common ga.annular 1,H-Shield CG, or M- SA
nails or 6-inch ring shank staggered center Multi-Max FA3 or fastener insulation OSFA SA
o.c. with#8 nails rows ENRGY-3 rows, 7-
inch o.c.
screws
Exterior Research and Design,LLC.d/b/a TrinitylERD Evaluation Report M10000.03.08-112 for FL10497-R2
Certificate of Authorization#9503 Revision 2: 08/21/2013
Prepared by: Robert Nieminen,PE-59166 Appendix 1, Page 4 of 16
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TABLE 1A-2: WOOD DECKS—NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER
SYSTEM TYPE A-2: MECHANICALLY ATTACHED ANCHOR SHEET,BONDED INSULATION,BONDED ROOF COVER
System Deck Anchor Sheet Base Insulation Top Insulation Roof Cover MDP
No. (See Note 1) Type Fasteners Attach Type Attach Type Attach Base Ply Cap (per
Min. 19/32- OMG Flat
Nail Base, Bottom Plates 12-inch o.c. In
inch plywood Min.0.25-inch
CertainTeed (square)with 4-inch lap and (Optional) FBC
at max.24- DensDeck (Optional)
'
Glasbase Firestone Roofg rip#14, 12-Inch o.c. in Approved,ASTM SBS-SA
inch spans DensDeck Prime SBS- One or
W-4 attached 6- MB Base,JM Perma- Dekfast Hex two, equally C1289,type II HA SECUROCK HA SA more SBS- or APP- -52.5
Ply 28,Tamko Glass with Dekfast spaced, polyiso- SA
Inch o.c.with Base or GAFGLAS #14 or TruFast staggered cyanurate Roof BoardGypsum-Fiber SA
8d common #75 MP-3 with center rows Roof Board
nails TruFast HD
Min. 19/32-
inch plywood
12-inch o.c. in
at max.24- .Min0.25-Inch
4-inch lap and (Optional)FBC (Optional)
inch spans OMG Flat
12-Inch o.c, in Approved,ASTM DensDeck SBS-SA
attached 4- Bottom Plates DensDeck Prime HA SBS- One or or APP- -60.0
W-5 inch o.c. with Nall Base (square)with two,equally C1289,type II HA SECUROCK SA more SBS-
8d common Roofgrip#12 spaced, polyisoyiso- Gypsum-Fiber SA SA
nails or 6-inch staggered cyanurate Roof Board
o.c.with#8 center rows
screws
TABLE 1B: WOOD DECKS—NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER
SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION,BONDED ROOF COVER
System Base Insulation Top Insulation Layer Roof Cover MDP
No. Deck(See Note i) Layer Type Fasteners Attach Base Ply Cap (Psf)
Min. 19/32-Inch plywood (Optional) Dekfast Galvalume
W-6 at max.24-inch spans One or more layers, Min. 1.5-Inch ENRGY 3, Steel Hex with Dekfast 1 per 1.33 ft2 SBS-SA (Optional)One SBS-SA or -82.5
attached 6-Inch o.c.with any combination, H-Shield, Poly ISO 1 #12 DP or TruFast MP- or more SBS-SA APP-SA
#8 screws loose laid 3 with TruFast DP
1
Exterior Research and Design,LLC. d/b/a TrinityjERD Evaluation Report M10000.03.08-R2 for FL10497-R2
Certificate of Authorization#9503 Revision 2; 08/21/2013
Prepared by: Robert Nieminen,PE-59166
Appendix 1,Page 5 of 16
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TABLE 1C: WOOD DECKS—NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER
SYSTEM TYPE D:PRELIMINARILY ATTACHED INSULATION,MECHANICALLY ATTACHED BASE SHEET,BONDED ROOF COVER
System Insulation Layer(s) Base Sheet Roof Cover MDP
No.
Deck(See Note 1) Type Attach Base Fasteners Attach Ply Cap (Psf)
Min. 19/32-inch OMG Flat Bottom Plates(square)
plywood at max. 24- One or more
12-Inch o.c. In 4-Inch lap and
Prelim. with Roofgrip#14,Dekfast HexOne or more SBS-SA or
W-7 inch spans attached 6- layers,any Nail Base 12-inch o.c. In two,equally -52.5
inch o.c.with 8d combination Attached with Dekfast#14 orTruFast MP- spaced,staggered center rows 56S-SA APP-TA
common nails 3 with TruFast HD
Min. 19/32-inch
plywood at max. 24- One or more 12-Inch o.c. in 4-Inch lap and
Prelim. OMG Flat Bottom Plates(square) One or more SBS-SA or
inch spans attached 4-
W 8 inch o.c.with 8d layers,any Attached Nail Base with Roofgrip#12 stag in two,equally SBS-SA APP-TA 60.0
spaced,
combination spaced,staggered center rows
common nails or 6-inch
o.c.with#8 screws
TABLE 1D: WOOD DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF)
SYSTEM TYPE E: NON-INSULATED, MECHANICALLY ATTACHED BASE SHEET,BONDED ROOF COVER
System Base Sheet Roof Cover MDP
No. Deck(See Nate i)
Base Fasteners Attach Ply Cap (Psf)
Min. 19/32-Inch plywood at max. 8-Inch o.c. in 4-Inch lap and 8-Inch (Optional)One
32 ga., 1-5/8-inch diameter tin caps with SBS-SA or
W-9 24-inch spans attached 6-inch o.c. Nail Base o.c. in three,equally spaced, or more SBS- -52.5
with 8d common nails 11 ga.annular ring shank nails staggered center rows SA APP-SA
Min. 19/32-Inch plywood at max. OMG Flat Bottom Plates(square)with 12-inch o.c. In 4-inch lap and 12-inch One or more SBS-SA or
W-10 24-inch spans attached 6-inch o.c. Nail Base Roofgrip#14, Dekfast Hex with Dekfast o.c. in two,equally spaced,staggered SBS-SA APP-SA -52.5
with 8d common nails #14 or Tru Fast MP-3 with Tru Fast HD center rows
Min. 15/32-inch thick exterior Original Simplex Cap Nails(1-inch metal 6-inch o.c.at 3-Inch lap and 6-inch (Optional)SBS- SBS-SA or
W-11 grade plywood attached per Code Nail Base head diameter,11 gauge x min. 1.25-Inch o.c. in four,equally spaced, -52.5
to meet pressure requirements. long annular grooved shank) staggered center rows SA or APP SA APP-SA
Min. 19/32-inch plywood at max. 8-Inch o.c. in 4-Inch lap and 8-Inch (Optional)One
24-inch spans attached 4-inch o.c. Nail Base 32 ga., 1-5/8-inch diameter tin caps with SBS-SA or -60.0
W-12 with 8d common nails or 6-inch 11 ga.annular ring shank nails stag in three,equally spaced, or more SBS APP-SA
o.c.with#8 screws staggered center rows SA
Min. 19/32-Inch plywood at max. 12-Inch o.c. In 4-Inch lap and 12-inch
24-inch spans attached 4-inch o.c. OMG Flat Bottom Plates(square)with One or more SBS-SA or
W-13 with 8d common nails or 6-inch Nail Base Roofgrip#12 en in two,equally spaced,staggered SBS-SA APP-SA 60.0
c
o.c.with #8 screws center rows
Min. 19/32-inch plywood at max. 4-inch o.c. in 4-Inch lap and 4-Inch (Optional)One
32 ga., i-5/8-inch diameter tin caps with SBS-SA or
W-14 24-inch spans attached 6-inch o.c. Nail Base o.c. in four,equally spaced, or more SBS- -97.5
with#8 screws it ga. annular ring shank nails. staggered center rows SA APP SA
li Exterior Research and Design,LLC. d/b/a TrinitylERD Evaluation Report M10000.03.08-R2 for FL10497-R2
Certificate of Authorization#9503 Revision 2: 08/21/2013
• Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 6 of 16
`-,[f RINITY j ER®
TABLE 1D: WOOD DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF)
SYSTEM TYPE E: NON-INSULATED,MECHANICALLY ATTACHED BASE SHEET,BONDED ROOF COVER
System Base Sheet Roof Cover MDP
No. Deck(See Note 1) Base Fasteners Attach Ply Cap (per
32 ga., 1-5/8-Inch diameter tin caps with (Optional)One
or more
Min. 19/32-Inch plywood at max. 11 ga.annular ring shank nails. Note:Tin 6-Inch o.c. In 4-Inch lap and 6-Inch
W-15 24-inch spans attached 6-inch o.c. Nail Base caps are to be primed with Mule-Hide 121 o.c. in four,equally spaced, Base Sheeett
SBS-SA or -112.5
with#8 screws Asphalt Primer, 121 Asphalt Spray Primer staggered center rows 6163 or APP-SA
or ASTM D41 primer. Base Sheet
6163(FR)
TABLE 1E: WOOD DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF)
SYSTEM TYPE F: NON-INSULATED,BONDED ROOF COVER
em Roof Cover MDP
N Deck(See Note i) Primer
Joint Treatment Base — Ply Cap (per
Min. 19/32 inch plywood at max. (Optional) Mule-Hide 121 �( opre
tional)One o24-inch spans attached 6-inch o.c. Asphalt Primer or 121 None SBS-SA SBS-SA or APP-S -90.0
with 8d ring shank nails Asphalt Spray Primer SBS-SA
Min. 15/32-inch plywood at max. (Optional) Mule-Hide 121 Plywood joints are covered with 4-inch SA Base Sheet (Optional)One or
W-17 24-inch spans attached 6-inch o.c. Asphalt Primer or 121 wide strips of SA Base Sheet 6163, rolled or SA Base SBS-SA or APP-SA -97.5
with #12 screws Asphalt Spray Primer Into place to create continuous bond. Sheet(FR) more SBS-SA
Min. 15/32-inch plywood at max. (Optional)Mule-Hide 121 Plywood joints are covered with 4-Inch SA Base Sheet (Optional)One or
W-18 24-inch spans attached 6-inch o.c. Asphalt Primer or 121 wide strips of SA Base Sheet 6163,rolled 6163 or SA Base SBS-SA or APP-SA -135.0
with#12 screws Asphalt Spray Primer Into place to create continuous bond. Sheet 6163(FR) more SBS-SA
Exterior Research and Design,LLC, d/b/a TrinityjERD Evaluation Report M10000.03.08-R2 for FL30497-112
Certificate of Authorization#9503 Revision 2: 08/21/2013
Prepared by: Robert Nieminen,PE-59166 Appendix 1, Page 7 of 16
'-J TRINITY i ER®
14. Any of the following FBC Approved coatings may be applied to the top roof membrane without adverse effect on the system wind load performance. Refer to current Roofing
Materials Directory for fire ratings associated with coating usage.
> Mule-Hide 102 Fibrated Roof Coating;
> Mule-Hide 111 Non-Fbrated Roof Coating;
> Mule-Hide 301 Emulsion Fbrated;
> Mule-Hide 311 Emulsion Non-Fibrated;
> Mule-Hide 401 Premium Fbrated Aluminum Roof Coating;
> Mule-Hide 406 Standard Fbrated Aluminum Roof Coating;
> Mule-Hide 410 Premium Non-Fibrated Aluminum Roof Coating;
> Mule-Hide 416 Standard Non-Fbrated Aluminum Roof Coating.
15. The following represent priming requirements for gypsum-based coverboards:
> DensDeck and DensDeck Prime shall be field-primed with Mule-Hide 121 Asphalt Primer or 121 Asphalt Spray Primer prior to self-adhering membrane application.
> SECUROCK Gypsum-Fiber Roof Board or DensDeck DuraGuard do not require field priming.
16. "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609.1.5 for determination of design wind
loads.
Exterior Research and Design,LLC.d/b/a TrinitylERD Evaluation Report M10000.03.08-R2 for F-10497-R2
Cettificate of Authorization#9503 Revision 2:08/21/2013
Prepared by: Robert Nieminen,PE-59166 Appendix 1, Page 3 of 16