HomeMy WebLinkAboutProduct Approval EXTERIOR RESEARCH & DESIGN, LLC.
Certificate of Authorization #9503
OT� I 353 Christian Street
E�� Oxford, CT 06478
PHONE: (203) 262-9245
FAX: (203) 262-9243
EVALUATION REPORT
Mule-Hide Products Co., Inc. Evaluation Report M10000.03.08-112
1195 Prince Hall Drive, Suite A 171-10497-112
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. i
This Evaluation Report consists of pages 1 through 4, plus a 16-page Appendix.
Prepared by: `�O►�+��f+rn.,,�--
'
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L;.S
'C= The facsimile seal appearing was authorized
by Robert Nieminen,P.E.on 08/21/2013
This does not serve as an electronically signed
Robert J.M. Nieminen P.E. '•iS�' • document. signed,sealed hardcoples have been
�.; �NOtitli�'' 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, l 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. '
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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.
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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:
Entit 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
ERD (TST6049) Physical Properties P33960.12.10 1 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 j 3001334 02/15/2000 j
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 1 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 M10000.03.08-1112
Certificate of Authorization#9503 j FL10497-R2
Revision 2: 08/21/2013
Page 2 of 4
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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 D,6163,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'AH].
5.5 For recover installations, thejexisting 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 i 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 overexisting 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 FL30497-R2
Revision 2: 08/21/2013
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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.
1 11
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; I
➢ Mule-Hide 301 Emulsion Fibrated;
➢ 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.
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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) 57873406, 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-R2
Certificate of Authorization#9503 FL10497-R2
Revision 2: 08/21/2013
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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, 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
2B 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 AH]. 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 SEC UROCK Glass-Mat Roof Board that meets the-QA requirements of-F.A.-C. Rule 9W31-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 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 1 of 16
UTRIN I 100
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: TITESET may be 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:
D 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 polyisocyan u rate insulation boards shall be maximum 4 x 4 ft.
S. 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 E9W,AFM LPDS..1-52-,-ANSI/SPRI IA-1=61rTAS: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)
Self-Adhering
(SBS,Self-Adhering) Cap SA-SBS Cap Sheet,SA-SBS Cap Sheet(FR),SA-SBS KoolCapT",SA-SBS KoolCapTM (FR)
APP-SA Cap SA-APP Cap Sheet,SA-APP Cap Sheet(FR),SA-APP KoolCapT",SA-APP KoolCapTM (FR),SA-APP PF30 KoolCapTM Self-Adhering
(APP,Self-Adhering)
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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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-Fibrated Roof Coating;
Mule-Hide 301 Emulsion Fibrated;
➢ 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.
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 FL10497-R2
Certificate of Authorization #9503 Revision 2: 08/21/2013
Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 3 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 T (Psf)
Type Attach Type Attach Base Ply Cap
Min. 19/32-Inch Nail Base, 32 ga., 1- Min.0.25-Inch
plywood at CertainTeed 5/8-inch inch l a In - (Optional) FBC DensDeck,
inch lap and 8- (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,]M Perma- caps with 11 C3289,type II HA Prime, HA or APP- -52.5
6-inch o.c.with Ply 28,Tamko Glass ga.annular equally spaced, SA more SBS-
staggered center Polyiso- SECUROCK SA SA
8d common Base or GAFGLAS ring shank rows cyanurate Gypsum-Fiber
nails #75 nails Roof Board
Min. 19/32-inch
plywood at 32 ga., 1- Min. 0.25-Inch
CertainTeed Inch l o.c. in - (Optional) FBC DensDeck
max.24-inch 5/8-inch p , (Optional)
Glasbase Firestone inch la and 8-
spans attached MB Base,JM Perma- inch o.c. in three, SBS- One or diameter tin Approved,ASTM DensDeck SBS-SA
W-2 4-inch o.c.with caps with 11 C3289,type II HA Prime HA or APP- -60.0
8d common Ply 28,Tamko Glass equally spaced, SA more SBS-
ga.annular polyiso- SECUROCK SA
Base or GAFGLAS staggered center SA
nails or 6-Inch #75 ring shank rows cyanurate Gypsum-Fiber
o.c.with #8 nails Roof Board
screws
Min. 19/32-inch
D-IS,
plywood at 32 ga., 1- .Min2-inch
6-Inch o.c. In 4- OB500
max. 24-inch 5/8-inch ACFoam II, Poly
Inch lap and 6- D-IS,
CR-20 or (Optional) (Optional)
spans attached diameter tin inch o.c. in four, M-OSFA Additional SBS- One or ISO 2 III H- OB500 SBS-SA
W-3 4-inch o.c.with Nail Base caps with 12 Shield Poly ISO CR-20 or APP- -60.0
Bid common equally spaced, atop layers of base SA more SBS-
ga.annular 1 H-Shield CG or M- SA
staggered center fastener insulation SA
nails or 6-inch ring shank Multi-Max FA3 or OSFA
o.c.with #8 nails rows ENRGY-3 rows,7-
screws inch o.c.
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 Nleminen,PE-59166 Appendix 1, Page 4 of 16
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TABLE IA-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 (Psf)
Type Attach Type Attach Base Ply Cap
Min. 19/32- OMG Flat
Nail Base, DensDeck,Bottom Plates 12-inch o.c. in
Inch plywood Min.0.25-Inch
at max. 24-
CertainTeed (square)with 4-inch lap and (Optional) FBC (Optional)
Glasbase Firestone Roofgrip #14, 12-inch o.c. in Approved,ASTM SBS-SA
inch spans DensDeck Prime SBS- One or
W-4 attached 6- MB Base,]M Perma- Dekfast Hex two,equally C1289,type II HA SECUROCK HA SA more SBS- or APP- -52.5
Inch o.c,with
Ply 28,Tamko Glass with Dekfast spaced, polyiso- Gypsum-Fiber SA SA
Base or GAFGLAS #14 or Tru Fast staggered cyanurate
8d common #75 MP-3 with center rows Roof Board
nails Tru Fast HD
Min. 19/32-
inch plywood
12-inch o.c. in
at max. 24- .Min0.25-Inch DensDeck
4-Inch lap and (Optional) FBC (Optional)
inch spans OMG Flat
12-inch o.c. in Approved,ASTM SBS-SA
attached 4- Bottom Plates DensDeck Prime SBS- One or
W-5 inch o.c.with Nail Base (square)with two,equally C1289,type II HA SECUROCK HA SA more SBS- or APP- -60.0
iso-oly
8d common Roofgrip #12 spaced, pGypsum-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 1)__ - -Layer - - -- --- -- T __ __ ___ sf
-- --- - -Type- - Fasteners- -- - Attach Base_ _ -Ply_ Cap (P )
Min. 19/32-Inch plywood (Optional) Dekfast Galvalume
at max. 24-inch spans One or m1 per 1.33 ft SBS-SA ore layers, Min. 1.5-Inch ENRGY 3, Steel Hex with Dekfast a (Optional)One SBS-SA or -82'5
- - - W,6 -=
attached-6--Inch o-.c.-with=_:any cbmbination,_=--_-=H-Shield,Poly ISO.1_-_____ #12 DP crTruFast MP- _ or more SBS-SA APP-SA
#8 screws loose laid 3 with Tru Fast DP - _---` - -
Exterior Research and Design, LLC.d/b/a TrinityIERD 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 5 of 16
Q0TRINI-ff[ERD
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 Deck(See Note i) Insulation Layer(s) Base Sheet Roof Cover MDP
No. Type Attach Base Fasteners Attach Ply Cap (psf)
Min. 19/32-Inch OMG Flat Bottom Plates(square)
plywood at max. 24- One or more c
. .
12-Inch oin 4-Inch lap and
Prelim. with Roofgrlp#14, Dekfast Hex One or more SBS-SA or
W-7 inch spans attached 6- layers,any Attached Nail Base with Dekfast#14 or TruFast MP- 12-inch stag in two,equally SBS-SA APP-TA -52.5
Inch stat with 8d combination 3 with TruFast HD spaced,staggered center rows
common nails
Min. 19/32-inch
plywood at max. 24- One or more 12-Inch o.c. In 4-Inch lap and
Inch spans attached 4- Prelim. OMG Flat Bottom Plates(square) One or more SBS-SA or
W-8 layers,any Nail Base 12-inch stat in two equally -60.0
Inch o.c.with 8d combination Attached with Roofgrlp#12 spaced,staggered center rows SBS-SA APP-TA
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 Deck(See Note 1) Base Sheet Roof Cover MDP
No. 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
staggered center rows SA
with 8d common nails 11 ga. annular ring shank nails 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 -52.5
with 8d-common nails #14 or TruFast MP-3 with TruFast HD center rows SBS-SA APP-SA
-- - — - -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)SBSSBS-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, SA or APP-SA APP-SA --52:5
to meet pressure requirements. long annular grooved shank) staggered center rows
Min._19/32-inch plywood-at max. 8-Inch stat m 4-inch la and.B-inch
(Optional)One
24-Inch spans attached 4-inch o:c. - 32-ga:;1-5/8=inch diameter tin caps with- - -- -P---- ----_ ( p SBS-SA or __-
W-12 with 8d common nails or 6-Inch Nail Base 11 ga.annular ring shank nails stag in three,equally spaced, of more SBS APP-SA -60:0=-_ -
o.c.with #8 screws staggered center rows SA
Min. 19/32-Inch plywood at max. 12-Inch stat 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 Roofgrlp #12 o.c. in two,equally spaced,staggered SBS-SA APP-SA -60.0
o.c.with #8 screws center rows
Min. 19/32-inch plywood at max. 32 ga., 1-5/8-inch diameter tin caps with 4-Inch o.c. in 4-inch lap and 4-inch (Optional)One 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 11 ga. annular ring shank nails. staggered center rows SA APP-SA
Exterior Research and Design, LLC.d/b/a TrinityERD 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 6 of 16
QOTRINITYIERD
TABLE 1D: WOOD DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF)
SYSTEM TYPE E: NON-INSULATED,MECHANICALLY ATTACHED BASE SHEET,BONDED ROOF COVER
System Deck(See Note i) Base Sheet Roof Cover MDP
No. Base Fasteners Attach Ply Cap (psf)
32 ga., 1-5/8-inch diameter tin caps with (Optional)One
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 or more SA
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 Sheet SBS-SA or -112.5
with #8 screws Asphalt Primer, 121 Asphalt Spray Primer staggered center rows 6163 or SA 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
System Roof Cover MDP
Deck(See Note 1) Primer
No. Joint Treatment Base Ply Cap (psf)
Min. 19/32-inch plywood at max. (Optional) Mule-Hide 121 (Optional)One or
W-16 24-inch spans attached 6-inch o.c. Asphalt Primer or 121 None SBS-SA more SBS-SA SBS-SA or APP-SA -90.0
with 8d ring shank nails Asphalt Spray Primer
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 TrinityERD Evaluation Report M10000.03.08-112 for FL10497-112
Certificate of Authorization #9503 — Revision 2: 08/21/2013
Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 7 of 16
QOTRINIWIERD
TABLE 2A: STEEL OR CONCRETE DECKS—NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER
SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION,BONDED ROOF COVER
System Deck(See Note 1) Base Insulation Top Insulation Layer Roof Cover MDP
No. Layer Type Fasteners Attach Base Ply Cap (psf)
Min. 22 ga.,type B, (Optional) Dekfast Galvalume Steel Hex with
Grade 33 steel or min. One or more layers, Min. 1.5-inch Dekfast#12(steel only)or#14 1 per 1.33 (Optional)One SBS-SA or
SC-1. 2,500 sl structrual ENRGY 3, H- Z SBS-SA -82.5
P any combination, Shield, Poly ISO i or Tru Fast MP-3 with Tru Fast DP ft or more SBS-SA APP-SA
concrete loose laid (steel only)or HD
TABLE 2B: STEEL OR CONCRETE DECKS—NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER
SYSTEM TYPE D: PRELIMINARILY ATTACHED INSULATION,MECHANICALLY ATTACHED BASE SHEET,BONDED ROOF COVER
NOTE: INSULATION IS OPTIONAL FOR RECOVER APPLICATIONS
System Deck Insulation Layer(s) Base Sheet Roof Cover MDP
No. (See Note 1) Type Attach Base Fasteners Attach Ply Cap (psf)
Min. 22 ga.,type 12-inch o.c. In 4-inch lap and
One or more OMG Flat Bottom Plates(square)with
B Grade 33 steel Prelim. 12-Inch o.c. in two equally (Optional)One SBS-SA or
SC-2. or min. 2,500 psi layers,any Attached Nail Base Roofgrip#14, Dekfast Hex with Dekfast spaced,staggered center or more SBS-SA APP-SA -52.5
structrual concrete combination #14 or Tru Fast MP-3 with Tru Fast HD rows
Min. 22 ga.,type One or more 12-Inch o.c. in 4-Inch lap and
B,Grade 33 steel Prelim. OMG Flat Bottom Plates(square)with 12-Inch o.c. in two,equally (Optional)One SBS-SA or
SC-3. or min. 2,500 psi layers,any Attached Nail Base Roofgrip #12(steel only)or#14 spaced,staggered center or more SBS-SA APP-SA -60.0
structrual concrete combination rows
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 Nleminen,PE-59166 Appendix 1, Page 8 of 16
��TRINI-ry'JERD
TABLE 3A-1: CONCRETE DECKS-NEW CONSTRUCTION OR REROOF(TEAR-OFF)
SYSTEM TYPE A-1: BONDED INSULATION,BONDED ROOF COVER
Deck Base Insulation Layer To Insulation Layer Roof Cover
System (see Note Primer y P y MDP
i) Type Attach Type Attach Base Ply Cap (Psf)
$EL`F=ADHERING SYSTEMS WITN BASE INSUUITION'AND,OPTIONALIOP INSULATION!OFTHE SAME
.. ....
C-1 Concrete (Optional)121 Asphalt Min. 1.5-Inch H-Shield, Poly ISO D-IS (Optional)additional layers(s)of D-IS SBS-SA (Optional)One SBS-SA or -67.5
Primer 1 or Multi-Max FA3 _ base insulation or more SBS-SA APP-SA
C-2 Concrete (Optional)Asphalt Min. 1.5-Inch ACFoam II, Poly D-IS (Optional)additional layers(s)of D-IS SBS-SA (Optional)One SBS-SA or -135.0
Primer ISO 2 or ENRGY 3 base Insulation or more SBS-SA APP-SA
C-3 Concrete None Min. 1.5-inch, min. 1.5 pcf EPS D-IS (Optional)additional layers of D-IS SBS-SA (Optional)One SBS-SA or -157.5
insulation board base insulation or more SBS-SA APP-SA
Min. 1.5-inch, min. 2.0 pcf EPS (Optional)additional layers of (Optional)One SBS-SA or
C-4 Concrete None Insulation board OB500 base Insulation OB500 SBS-SA or more SBS-SA APP-SA -120.0
C-5 Concrete None Min. 1.5-inch ENRGY 3 OB500 (Optional)additional layers(s)of OB500 SBS-SA (Optional)One SBS-SA or -127.5
base insulation or more SBS-SA APP-SA
C-6 Concrete None Min. 1.5-Inch ACFoam II, Poly 08500 (Optional)additional layers(s)of OB500 SBS-SA (Optional)One SBS-SA or -150.0
ISO 2,or H-Shield, Poly ISO 1 base insulation or more SBS-SA APP-SA
Min. 1.5-Inch ACFoam II, Poly (Optional)additional layers(s)of (Optional)One SBS-SA or
C-7 Concrete None ISO 2, ENRGY 3, H-Shield, Poly M-OSFA base insulation M-OSFA SBS-SA or more SBS-SA APP-SA -232.5
ISO 1 or Multi-Max FA3
C-8 Concrete None Min. 1.5-inch, min. 2.0 pcf EPS CR-20 (Optional)additional layers of CR-20 SBS-SA (Optional)One SBS-SA or -240.0
insulation board base insulation or more SBS-SA APP-SA
Min. 1.5-inch ACFoam II, Poly
-- --C-9- --Concrete -None- - _ ISO 2,ACFoam III, ENRGY 3, H- CR-20_,_ (Optional)additional layers(s)of CR-20 SBS-SA (Optional)One SBS-SA or -270.0
Shield, Poly ISO 1, H-Shield-CG-- -base Insulation- -- -- - - - - - -- ---or more SBS-SA ---APP-SA- __ _ _
Multi-Max FA3,or ISO 95+GL
C-10- Min. 2-inch ACFoam II,Poly ISO OB (Optional)additional layers(s)of (Optional)One SBS-SA or
Concrete__ None - , OB Classic SBS-SA -270.0
_
2--or H--Shield,-Poly-ISO 1 -- - -.- -Classic _ _.base insulation _ _ _. ___.-- _ _ -------o r-more SBS-SA_ -APP--SA
Min. 1.5-inch ACFoam II,Poly
C-11 Concrete _ 121 Asphalt ISO 2,ACFoam III, ENRGY 3, H- HA (Optional)additional layers(s)of HA SBS-SA (Optional)One SBS-SA or -480.0
Primer Shield',-Poly ISO-1, H=Shield CG base insulation or more SBS-SA APP-SA
or Multi-Max FA3
SELF,,ADHERING SYSTEMS WH B
ITASEsINSULATION AND COVERBOARD ' v
C-12 Concrete None Min. 1.5-inch Multi-Max FA3 D-IS Min. 0.25-inch SECUROCK D-IS SBS-SA (Optional)One SBS-SA or -67.5
Gypsum-Fiber Roof Board or more SBS-SA APP-SA
Min. 1.5-inch, min. 2.0 pcf Min. 0.25-Inch DensDeck (Optional)One SBS-SA or
C-13 Concrete None ASTM C578 Expanded D-IS DensDeck Prime D-IS SBS-SA or more SBS-SA APP-SA -120.0
Polystyrene
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 Nleminen, PE-59166 Appendix 1, Page 9 of 16
QOTRINI-rYIERD
TABLE 3A-1: CONCRETE DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF)
SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER
System Deck Base Insulation Layer Top Insulation Layer Roof Cover MDP
(See Note Primer
No. 1� Type Attach Type Attach Base Ply Cap (psf)
Min. 2-inch ACFoam II, Poly ISO Min. 0.25-inch SECUROCK (Optional)One SBS-SA or
C-14 Concrete None 2, ENRGY-3 or H-Shield, Poly D-IS Gypsum-Fiber Roof Board D-IS SBS-SA or more SBS-SA APP-SA -247.5
ISO 1
C-15 Concrete None Min. 1.5-inch ENRGY 3 06500 Min. 0.25-Inch DensDeck, OB500 SBS-SA (Optional)One SBS-SA or -127.5
DensDeck Prime or more-SBS-SA APP-SA
Min. 1.5-Inch ACFoam II, Poly Min. 0:25-inch DensDeck (Optional)One SBS-SA or
C-16 Concrete None ISO 2, H-Shield, Poly ISO 1 or 08500 DensDeck Prime OB500 SBS-SA or more SBS-SA APP-SA -150.0
ISO 95+GL
Min. 2-inch ACFoam II, Poly ISO Min. 0.25-Inch SECUROCK (Optional)One SBS-SA or
C-17 Concrete None 2, ENRGY-3 or H-Shield, Poly OB500 Gypsum-Fiber Roof Board 06500 SBS-SA or more SBS-SA APP-SA -247.5
ISO 1
Min. 1.5-inch ACFoam II, Poly Min. 0.25-inch SECUROCK (Optional)One SBS-SA or
C-18 Concrete None ISO 2, ENRGY 3,H-Shield, Poly M-OSFA Gypsum-Fiber Roof Board M-OSFA SBS-SA or more SBS-SA APP-SA -232.5
ISO 1 or Multi-Max FA3
Min. 2-Inch ACFoam II, Poly ISO Min. 0.25-Inch SECUROCK (Optional)One SBS-SA or
C-19 Concrete None 2, ENRGY-3 or H-Shield, Poly M-OSFA Gypsum-Fiber Roof Board M-OSFA SBS-SA or more SBS-SA APP-SA -247.5
ISO 1
Min. 1.5-inch, min.2.0 pcf Min. 0.25-Inch DensDeck (Optional)One SBS-SA or
C-20 Concrete None ASTM C578 Expanded CR-20 DensDeck Prime CR-20 SBS-SA or more SBS-SA APP-SA -240.0
Polystyrene
Min. 2-inch ACFoam IV, min.
1.5-inch Ultra-Max or Multi-Max
C-21 Concrete None FA-3, min. 1.3-Inch ACFoam III CR-20 Min. 0.25-inch SECUROCK CR-20 SBS-SA (Optional)One SBS-SA or -240.0
or min. 1.0-Inch ISO 95+GL, H- Gypsum-Fiber Roof Board or more SBS-SA APP-SA
Shield, Poly ISO 1, H-Shield CG
-- - = or ENRGY-3 - - - — -- - - - - — - - - -
Min. 2-inch ACFoam II, Poly ISO_ Min. 0.25-Inch SECUROCK (Optional)One SBS-SA or
C-22 Concrete None 2, ENRGY-3 or H-Shield, Poly CR-20 CR-20 SBS-SA -247.5
- -- - - - -ISO-1 _ Gypsum-Fiber Roof Board or more SBS-SA APP-SA
C-23 Concrete None Min. 2-inch ACFoam II, Poly ISO OB Min.0.25-inch SECUROCK OB Classic SBS-SA (Optional)One SBS-SA or -350.0
2 or H-Shield, Poly ISO 1 Classic Gypsum-Fiber Roof Board or more SBS-SA APP-SA
Min. 1.5-Inch ACFoam II, Poly
C-24 Concrete 121 Asphalt ISO 2,ACFoam III, ENRGY 3, HE:[in. 0.25-Inch SECUROCK HA SBS-SA (Optional)One SBS-SA or -350.0
Primer Shield, Poly ISO 1, H-Shield CGypsum-Fiber Roof Board or more SBS-SA APP-SA
or Multi-Max FA3
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 10 of 16
QOTRINITYIIERE)
TABLE 3A-2: CONCRETE DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF)
SYSTEM TYPE A-1: BONDED TEMP ROOF,BONDED INSULATION,BONDED ROOF COVER
Sys. Deck Temp Base Insulation Layer Top Insulation Layer Roof Cover MDP
(See Prime
No. Note 1) Roof Type Attach Type Attach Base Ply Cap (psf)
Mule- Min. 1.5-inch, min. 2.0 pcf ASTM (Optional if using
SA Base C578 Expanded Polystyrene or polyisocyanurate base insulation)
Hide 121 (Optional)One SBS-SA or
C-25 Conc. Asphalt Sheet Min. 1.5-inch ACFoam II, Poly D-IS Min. 0.25-inch DensDeck Prime D-IS SBS-SA or more SBS-SA APP-SA -60.0
Primer 6163 ISO 2, ENRGY-3, H-Shield, Poly or SECUROCK Gypsum-Fiber Roof
ISO 1 or Multi-Max FA3 Board
Min. 1.5-Inch, min. 2.0 pcf ASTM (Optional If using
Mule- C578 Expanded Polystyrene or polyisocyanurate base Insulation)
C-26 Conc.
Hide 121 SA Base Min. 1.5-inch ACFoam II Poly (Optional)One SBS-SA or -60.0
Asphalt Sheet ISO 2 ACFoam III ENRGY 3 H- CR-20 Min. 0. DensDeck Prime CR-20 SBS-SA or more SBS-SA APP-SA
Primer 6163 Shield, Poly ISO 1, H-Shield CG, or SECUUROCROC h K Gypsum-Fiber Roof
Multi-Max FA3 or ISO 95+GL Board
Mule- SA-SBS Min. 0.25-Inch DensDeck,
C-27 Conc. Hide 121 Cap Min. 1.5-Inch, min. 2.0 pcf ASTM CR-20 DensDeck Prime or SECUROCK CR-20 SBS-SA (Optional)One SBS-SA or -240.0
Asphalt Sheet C578 Expanded Polystyrene Gypsum-Fiber Roof Board or more SBS-SA APP-SA
Primer
Mule- SA-SBS Min. 1.5-inch ACFoam II,Poly
C-28 Conc. Hide 121 Cap ISO 2,ACFoam III, ENRGY 31 H- CR-20 (Optional)Additional layers of CR-20 SBS-SA (Optional)One SBS-SA or -250.0
Asphalt Sheet Shield, Poly ISO 1, H-Shield CG, base insulation or more SBS-SA APP-SA
Primer Multi-Max FA3 or ISO 95+GL
Mule- Min. 1.5-inch ACFoam II, Poly Min. 0.5-Inch Temple HD6 or
Hide 121 ISO 2 ACFoam III ENRGY 3 H-
SA-SBS Structodek HD Fiberboard or min. (Optional)One SBS-SA or
C-29 Conc. Cap CR-20 0.25-Inch DensDeck, DensDeck CR-20 SBS-SA -270.0
Asphalt Sheet Shield, Poly ISO 1, CG, Prime or SECUROCK Gypsum- or more SBS-SA APP-SA
Primer. Multi-Max FA3 or ISOO 95+G 95+GL Fiber Roof Board
TABLE 3B: CONCRETE DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF)
--SYSTEM TYPE,F::NON-INSULATED,_BONDED BASE SHEET,BONDED-ROOF-COVER
System No.
Deck primer Roof Cover MDP
(See Note 1) Base Ply Cap (psf)
C-30 Concrete Mule-Hide 121 SBS-SA (Optional)SBS-SA SBS-SA or APP-SA -315.0
Asphalt Primer
Exterior Research and Design, LLC.d/b/a Trinity[ERD Evaluation Report M10000.03.08-R2 for FL10497-112
Certificate of Authorization #9503 Revision 2: 08/21/2013
Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 11 of 16
TKINITY l ERD
TABLE 4A: LIGHTWEIGHT CONCRETE DECKS-NEW CONSTRUCTION OR REROOF(TEAR-OFF)
SYSTEM TYPE A-1: BONDED INSULATION,BONDED ROOF COVER
Deck(See Note 1) Base Insulation Layer Coverboard Roof Cover
System MDP
No. Struct.
Deck LWC Type Attach Type Attach Base Ply Cap (psi)
SELF=ADHERING SYSTEMS WITH'_BASE INSULATION'AND OPTIONAL TOP INSULATION OFTHE$AME�TYPE
Min. 200 psi, min Min. 1.5-inch, min. 2.0 pcf ASTM C578 expanded (Optional)Additional
p (Optional)One SBS-SA or
LWC-1 Concrete 2-Inch Elastizell polystyrene OB500 layers of base OB500 SBS-SA or more SBS-SA APP-SA -120.0
insulation
Min. 200 psi, min Min. 1.5-Inch ACFoam II, Poly ISO 2, ENRGY 3, (Optional)Additional (Optional)One SBS-SA or
LWC-2 Concrete 2-inch Elastizell ISO 95+GL or H-Shield, Poly ISO 1 OB500 layers of base OB500 SBS-SA or more SBS-SA APP-SA -225.0
Insulation
Min. 200 psi, Min. 1.5-inch ACFoam II, Poly ISO 2,ACFoam (Optional)Additional
LWC-3 Concrete min. 2-inch III, ENRGY 3,ISO 95+GL, H-Shield,Poly ISO 1, CR-20 layers of base CR-20 SBS-SA (Optional)One SBS-SA or -180.0
Elastizell H-Shield CG, Multi-Max FA3 or min. 2.0 pcf insulation or more SBS-SA APP-SA
ASTM C578 expanded polystyrene
Min. 200 psi, Min. 1.5-inch ACFoam II, Poly ISO 2,ACFoam (Optional)Additional
LWC-4 Concrete min.2-inch III, ENRGY 3,ISO 95+GL, H-Shield, Poly ISO 1, CR-20 layers of base CR-20 SBS-SA (Optional)One SBS-SA or -222.5
Celcore or H-Shield CG, Multi-Max FA3 or min. 2.0 pcf insulation or more SBS-SA APP-SA
Mearlcrete ASTM C578 expanded polystyrene
;i' „ a..:..
'"SELF=ADHERING SYSTEMS,WITH:.BASE'I1N L"'ATION•AND`GUVERBOARD
". . s .4 •..Y_.,.
Min. 200 psi, min Min. 1.5-Inch, min. 2.0 pcf ASTM C578 expanded Min. 0.25-Inch (Optional)One SBS-SA or
LWC-5 Concrete 2-Inch Elastizell polystyrene OB500 SECUROCK Gypsum- OB500 SBS-SA or more SBS-SA APP-SA -120.0
Fiber Roof Board
Min. 200 psi,min Min. 1.5-inch ACFoam II, Poly ISO 2, ENRGY 3, Min. 0.25-inch (Optional)One SBS-SA or
LWC-6 Concrete 2-inch Elastizell ISO 95+GL or H-Shield, Poly ISO 1 OB500 SECUROCK Gypsum- OB500 SBS-SA or more SBS-SA APP-SA -225.0
Fiber Roof Board
Min. 1.5-inch_ __ACFoam 11,-Poly ISO 2,ACFoam
- _-- -- - -Min. 200 psi-- - -----Min. 0.25-inch---- - ----- - - - -----
III,ENRGY 3,ISO 95+GL, H-Shield, Poly ISO 1, S-
(Optional)One SBSA or
LWC-7 Concrete min.2-inch H-Shield CG, Multi-Max FA3 or min. 2.0 pcf CR-20 SECUROCK Gypsum- CR-20 SBS-SA or more SBS-SA APP-SA -180.0
Elastizell ASTM C578 expanded polystyrene Fiber Roof Board
--- -- ---_ -Min. 200 psi;-- -Min.-1.5-inch_ACFoam II;-Poly-ISO 2, Min.-0.25-Inch-ACFoam- - - ---_ '- -- --- - --- - - ==----=— ---- - ------ -- -_ - - - -
min. 2-Inch III, ENRGY 3,ISO 95+GL, H-Shield, Poly ISO 1, (Optional)One SBS-SA or
LWC-8 Concrete Celcore or H-Shield CG, Multi-Max FA3 or min.2.0 pcf CR-20 SECUROCK Gypsum- CR-20 SBS-SA or more SBS-SA APP-SA -222'5
- Mearlcrete -ASTM C578 expanded polystyrene Fiber R000fof Board
Exterior Research and Design, LLC,d/b/a Trinity IERD 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 12 of 16
��TRINJWJERD
TABLE 4B: LIGHTWEIGHT CONCRETE DECKS-NEW CONSTRUCTION OR REROOF(TEAR-OFF)
SYSTEM TYPE A-2: MECHANICALLY ATTACHED ANCHOR SHEET, BONDED INSULATION,BONDED ROOF COVER
System Deck(See Note 1) Anchor Sheet Base Insulation Roof Cover MDP
No. Struct LWC ' Type Fastener Attach Type Attach Base Ply Cap (psf)
Min. 22 ga., (Optional)
Min. 300 psi 7-Inch o.c.at 4-inch lap Min. 1.5-Inch ACFoam II Poly SBS-SA
LWC-9 Type B,vented Approved GAFGLAS OMG-CR and 7-Inch o.c. in two ISO 2, H-Shield, Poly ISO 1, HA SBS-SA One or or APP- -45.0
steel at max. 5 cellular LWC #75 BSF equally spaced center rows Multi-Max FA3 more SBS- SA
ft spans SA
TABLE 4C: LIGHTWEIGHT CONCRETE DECKS-NEW CONSTRUCTION OR REROOF(TEAR-OFF)
SYSTEM TYPE E: MECHANICALLY ATTACHED BASE SHEET,BONDED ROOF COVER
System Deck(See Note 1) Base Sheet (See Note A below) Roof Cover MDP
No. Structural Deck Lightweight Concrete Type Fasteners Attach Ply Cap (psf)
,. e:.:..,e. .c.:.... M, Ji" ,, x,. ,.ay .. ... rt-!' k "m•r: d y v': , f y.§
CEL"CORE CELLULAR LIGHTWEIGHT>INSULATING.CONCRETE :''„ " W!t ka ,'rk ' # `' ' s» ` a
,.._..-.,t .. _
Min. 22 ga.,type B steel at 9-Inch o.c. in a 4-Inch lap and 18-Inch
Min. 225 psi, min. 2-Inch ES Twin Loc- One or more SBS-SA or
LWC-10 max 5 ft spans or structural thick Celcore MF Nail Base Nail o.c. In two,equally spaced,staggered SBS-SA APP-SA -45.0
concrete rows in the field of the sheet
Min. 22 ga.,type B steel at Min. 300 psi, min. 2-Inch 8-Inch o.c. in a 4-Inch lap and 8-Inch One or*more SBS-SA or
LWC-11 max 5 ft spans or structural thick Celcore MF Nail Base ES FM-90 o.c. in three equally spaced,staggered SBS-SA APP-SA -60.0
concrete center rows
ELASTIZELL CELLULAR,LIGHTWEIGHT INSULATING CONCRETE a
t �
Min. 0.0179-Inch Tensilform 7.5-Inch o.c. in a 3-Inch lap and 7.5-
5-75 or min. 0.0205-Inch Min. 200 psi, min. 2-Inch ES FM-90 or Inch o.c. in two,equally spaced, One or more SBS-SA or
LWC-12 Tensilform 75 at max.5 ft thick Elastizell Range II Nall Base OMG CR BPF staggered rows in the field of the SBS-SA APP-SA -30.0
spans or structural concrete sheet
Min. 22 ga.,type B steel at 7-Inch o.c. in a 3-Inch lap and 7-inch
Min. 200 psi, min. 2-Inc ES FM 90 or One or more SBS-SA or
LWC-13- max-5-ft spans or structural---thick Elastizell Range II____ Nail Base OMG CR BPF— -row in two,-equally he she,staggered - SBS-SA- APP-SA- -_45.0_
concrete rows in the field of the sheet
Min. 350 psi, min. 2-Inch
_ thick Elastizell with Zell-Crete 6-inch o.c. in a 4-inch lap and 6-inch
- - -Min._22-,ga.-type B steel at- -_- - -- - - -: - _ ----- ES-Twin-Loc=- -
Fibers,supplemental - o.can three,-equally spaced,--= One or-more -- SBS=SA or -- - - -- -
LWC-14 max 5 ft spans or structural attached with Roofgrip#21 Nall Base Nails(min. staggered rows in the field of the SBS-SA APP-SA -60.0
concrete and 3-Inch plates at 1 per 8 1.8-Inch) sheet
-- - - ft2 - -
MEARLCRETE CELLULAR LIGHTWEIGHT INSULATING CONCRETE,
Min. 22 ga.,type B steel at 7-Inch o.c. in a 4-Inch lap and 7-inch
Min. 300 psi, min. 2-inch ES FM-90 or One or more SBS-SA or
LWC-15 max 5 ft spans or structural thick Mearlcrete Nail Base OMG CR BPF o.c. in two,equally spaced,staggered SBS-SA APP-SA -45.0
concrete rows in the field of the sheet
Min. 22 ga.,type B steel at 7-Inch o.c. in a 4-Inch lap and 7-Inch
Min. 300 psi, min. 2-Inch ES FM-90 or One or more SBS-SA or
LWC-16 max 5 ft spans or structural thick Mearlcrete Nail Base OMG CR BPF o.c. In two,equally spaced,staggered SBS-SA APP-SA -52.5
concrete - rows in the field of the sheet
Exterior Research and Design, LLC. d/b/a TrinitylERD Evaluation Report M10000.03.08-R2 for FL10497-112
Certificate of Authorization #9503 Revision 2: 08/21/2013
Prepared by: Robert Nleminen, PE-59166 Appendix 1, Page 13 of 16
QOTRIN' ITYIERD
TABLE SA: CEMENTITIOUS WOOD FIBER DECKS-NEW CONSTRUCTION OR REROOF(TEAR-OFF)
SYSTEM TYPE A-1: BONDED INSULATION,BONDED ROOF COVER
System Base Insulation Layer Top Insulation Layer Roof Cover MDP
No. Deck(See Note 1) Type Attach Type Attach Base Ply Cap (Psf)
Min. 2.5-inch Tectum Min. 1.5-Inch ACFoam Min. 0.25-Inch DensDeck II,Poly D-IS or DensDeck Prime , D-IS or (Optional)One SBS-SA or
CWF-1 Plank or Tectum LS ISO 2,ISO 95+GL, H-Shield, SBS-SA or more SBS- -45.0
Plank Poly ISO 1,ENRGY-3 OB500 SECUROCK Gypsum-Fiber 08500 SA APP-SA
Roof Board
Min. 2.5-Inch Tectum Min. 1.5-Inch ACFoam In. 0.25-Inch DensDeck,II, Poly — (Optional)One
DensDeck Prime SBS-SA or
CWF-2 Plank or Tectum LS ISO 2,ISO 95+GL, H-Shield, CR-20 CR-20 SBS-SA or more SBS- -52.5
RoofSECB
Plank Poly ISO 1, ENRGY-3 Board
rGypsum-Fiber SA APP-SA
Roof Bod
TABLE SB: CEMENTITIOUS WOOD FIBER DECKS-NEW CONSTRUCTION OR REROOF(TEAR-OFF)
SYSTEM TYPE A-2: MECHANICALLY ATTACHED ANCHOR SHEET,BONDED INSULATION,BONDED ROOF COVER
System Deck(See Anchor Sheet Base Insulation Top Insulation Roof Cover MDP
No. Note 1) Type Fastener Attach Type Attach Type Attach Base Ply Cap (Psf)
9-inch o.c. in 4-inch Min. 1.5-inch ACFoam Min. 0.25-inch
Min. 2.5-inch II, Poly ISO 2, DensDeck, (Optional)
lap and 12-inch o.c. SBS-SA
Tectum Plank ES Inuldek ACFoam III, DensDeck Prime, One or
CWF-3 Nail Base in two,equally HA HA SBS-SA or APP- -30.0*
or Tectum LS Loc-Nall IS095+GL, H-Shield, SECUROCK more SBS-
Plank spaced,staggered Poly ISO 1, ENRGY 3 Gypsum-Fiber Roof SA SA
center rows or Multi-Max FA3, Board
9-inch o.c. in 4-inch Min. 1.5-inch ACFoam Min. 0.25-Inch
Min. 2.5-inch II Poly ISO 2, DensDeck, (Optional)
lap and 18-inch o.c. SBS-SA
Tectum Plank ES Twin ACFoam III DensDeck Prime One or
CWF-4 Nail Base in two,equally HA HA SBS-SA or APP- -45.0*
— -- -or-Tectum LS - ------Loe-Nail--- IS095+GL-H-Shield - -- -SECUROCK-- -- -- -- - - more.-SBS---
Plank spaced,staggered Poly ISO 1, ENRGY 3 Gypsum-Fiber Roof SA SA
center rows or Multi-Max FA3, Board
Exterior Research*and Design, LLC.d/b/a Trinity ERD Evaluation Report M10000.03.08-R2 for FL10497-R2
Certificate of Authorization #9503 Revision 2: 08/21/2013
Prepared by: Robert Nleminen,PE-59166 Appendix 1, Page 14 of 16
QOTRINITYIERD
TABLE GA: GYPSUM DECKS—REROOF(TEAR-OFF)
SYSTEM TYPE A-1: BONDED INSULATION,BONDED ROOF COVER
System Base Insulation Layer Top Insulation Layer Roof Cover MDP
No. Deck(See Note 1) Type Attach Type Attach Base Ply Cap (psf)
Min. 1.5-inch ACFoam II, Poly
Existing,sound poured ISO 2, ENRGY 3 or H-Shield, (Optional)additional layers(s)of base (Optional)One SBS-SA or -
G-1 gypsum or gypsum Poly ISO 1 or min. 2.0 pcf, OB500 insulation and/or min. 0.25-inch OB500 SBS-SA -112.5
plank deck ASTM C578 expanded SECUROCK Gypsum-Fiber Roof Board or more SBS-SA APP-SA
polystyrene
Existing,sound poured Min. 1.5-Inch ACFoam II, Poly (Optional)additional layers(s)of base (Optional)One SBS-SA or
G-2 gypsum or gypsum ISO 2, ENRGY 3, H-Shield, M-OSFA insulation and/or min. 0.25-Inch M-OSFA SBS-SA -202.5
plank deck Poly ISO 1 or Multi-Max FA3 SECUROCK Gypsum-Fiber Roof Board or more SBS-SA APP-SA
Existing,sound poured Min. 1.5-Inch min. 2.0 pcf EPS (Optional)additional layers of base (Optional)One SBS-SA or
G-3 gypsum or gypsum insulation board CR-20 insulation and/or min. 0.25-inch CR-20 SBS-SA or more SBS-SA APP-SA -240.0
plank deck SECUROCK Gypsum-Fiber Roof Board
Min. 1.5-Inch ACFoam II, Poly
Existing,sound poured (Optional)additional layers(s)of base (Optional)One SBS-SA or
ISO 2,ACFoam III, ENRGY 3,
G-4 gypsum or gypsum CR-20 insulation and/or min.0.25-Inch CR-20 SBS-SA -257.5
plank deck H-Shield, Poly ISO 1,H-Shield SECUROCK Gypsum-Fiber Roof Board or more SBS-SA APP-SA
CG or Multi-Max FA3
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 15 of 16
UT-k1N1Ty]E,1kD
TABLE 7A: RECOVER APPLICATIONS
SYSTEM TYPE A-1: BONDED INSULATION,BONDED ROOF COVER
System Substrate Base Insulation Layer Top Insulation Layer Roof Cover MDP
(See Notes i
No. &11) Type Attach Type Attach Base Ply Cap (psf)
(Optional)additional layers(s)of base
R-1 Existing Min. 1.5-inch Multi-Max FA3 D-IS insulation and/or min.0.25-inch D-IS SBS-SA (Optional)One SBS-SA or -67.5
asphaltic roof SECUROCK Gypsum-Fiber Roof Board or more SBS-SA APP-SA
Min. 1.5-inch ACFoam II, Poly ISO 2 or (Optional)additional layers(s)of base
R-2 Existing ENRGY 3 or min. 2.0 pcf EPS insulation D-IS insulation and/or min.0.25-inch D-IS SBS-SA (Optional)One SBS-SA or -90.0
asphaltic roof board SECUROCK Gypsum-Fiber Roof Board or more SBS-SA APP-SA
R-3 Existing Min. 1.5-inch, min. 2.0 pcf EPS insulation (Optional)additional layers of base OB500 insulation and/or min. 0.25-inch OB500 SBS-SA (Optional)One SBS-SA or -120.0
asphaltic roof board SECUROCK Gypsum-Fiber Roof Board or more SBS-SA APP-SA
Existing Min. 1.5-inch ACFoam II, Poly ISO 2, (Optional)additional layers(s)of base (Optional)One SBS-SA or
R-4 asphaltic roof ENRGY 3 or H-Shleld, Poly ISO 1 OB500 insulation and/or min. 0.25-inch OB500 SBS-SA or more SBS-SA APP-SA -127.5
SECUROCK Gypsum-Fiber Roof Board
Min. 1.5-Inch ACFoam II, Poly ISO 2, (Optional)additional layers(s)of base
R-5 Existing ENRGY 3, H-Shield, Poly ISO 1 or Multi- M-OSFA insulation and/or min. 0.25-inch M-OSFA SBS-SA (Optional)One SBS-SA or -157.5
asphaltic roof Max FA3 SECUROCK Gypsum-Fiber Roof Board or more SBS-SA APP-SA
Min. 2-inch ACFoam IV, min. 1.5-inch
Ultra-Max or Multi-Max FA-3, min. 1.3- (Optional)additional layers(s)of base
Existing Inch ACFoam III or min. 1.0-Inch ISO (Optional)One SBS-SA or
R-6 asphaltic roof 95+GL, H-Shield, Poly ISO 1, H-Shield CR-20 Insulation and/orps min. 0.25-inch CR-20 SBS-SA or more SBS-SA APP-SA -240.0
SECUROCK Gyps
CG or ENRGY 3 or min. 2.0 pcf ASTM um-Fiber Roof Board
C578 expanded polystyrene
Min. 2-inch ACFoam II, Poly ISO 2, — (Optional)additional layers(s)of base
R-7 Existing ENRGY-3 or H-Shield, Poly ISO 1 or min. CR-20 insulation and/or min. 0.25-inch CR-20 SBS-SA (Optional)One SBS-SA or -247.5
- ---------_asphaltic-roof-- 2.0_pcf_ASTM-C578_expandedSECUROCK—Gypsum—Fiber—Roof Board _ —_-- - _ - or-more-SBS-SA— APP-SA_ ____
polystyrene
Exterior Research and Design, LLC.d/b/a TrinityERD 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 16 of 16