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PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652
(772) 462-1553 FAX (7712) 46P
APPLICATION FOR BUILDING ib, SION-
PROJECT INFORMA ON
1. LOCATION/SITE
ADDRESS: 6-.-70) 41\4
2.
3.
4.
.1
DETAILED DESCRIPTION OF PROJECT
REVISIONS: .
k .
M E71 r';;
F__
Z
INFORMATION:
CONTRACTOR
STATE of FL REG./CERT. #: ST. LUCEE
BUSINESS NAME:
CE
OTTALIFTERS NAME -
ADDRESS:
CITY:
PHONE (DAYTIME):
OWNER/BUILDER INFORMATION:
NAME: _\ I A-" ^^
ADDRESS: 9,)/)1
CITY:
PHONE: 21
ARCHITECT/ENGINEER INFORMATION:
NAME:
ADDRESS:
CITY:
PHONE (DAYTIME):
Revised 07/22/2014
STATE:
FAX:
STATE:
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ZIP: 772TY7
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2017
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ER -��� riL7 �� r,f-tjT 4 Cr�rJo
QOTRINITYI__kN1S_ � __
EVALUATION REPORT
Allied Building Products Corp.
dba TRI-BUILT Roofing Products
9050 Louisiana Street
Merrillville, IN 46410
EXTERIOR RESEARCH & DESIGN, I.I.C.
Certificate of Authorization #9503
353 CHRISTIAN STREET, UNIT #13
OXFORD, CT 06478
PHONE: (209) 262-9245
FAX: (203)'262-9243
Evaluation Report A42960.10.12-113
FL16048-R3
Date of Issuance:10/25/2012
Revision 3: 10/08/2015
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen,
P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The
products described herein have been evaluated for compliance with the :5th Edition .(2014) Florida Building Code
sections noted herein.
DESCRIPTION: TRI-BUILT Roof Underlayments
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 ERD requires a,complete review of this
Evaluation Report relative to updated Code requirements with each Code'Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity IERD 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 esi u r PO I.
This Evaluation Report consists of pages 1 through 5.,
Prepared by:
.atvtrn .• �� s� ", c3.
_ k; c y�Eo-sa�aa L r �% y •ri� i �1a
1�:;•-$;�,-:OF nair. ? r-•yr.^r �r �..i5'! ;:�
Robert J.M. Nieminen P.E. �iFS '`�• "t , The facsimile sealappearingwas authorized byRobert Nieminen,
i l','�/vUat-E:s•l
P.E on 10
rrar�rr, /08 .Th6 /2035.does not serve as an electronica8y signed
Florida Registration No. 59166, Florida DCA ANE1983 ��' document. signed, sealed hardcoples have been transmitted to the
Product Approval Administrator and to the named client
CERTIFICATION OF INDEPENDENLE:
1. TrinitylERD 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. Trinity 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.
5. This is a building code evaluation. Neither Trinity ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained
specifically for that purpose.
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Rool
Sub -Category: Und
Compliance Statement: TRI-BOIL
with the following sections of the
Compliance is subject to the Instal
2. STANDARDS:
Section
15071.4; 1507.18, 1507.2.9.2;
1507.4.5.1, 1507.5.3, 150777.3
1504.6
1507.3.3
1523.6.52.1
3. REFERENCES:
909LY
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
UL, I.I.C. (QUA9625)
UL, LLC. (QUA9625)
4. PRODUCT DESCRIPTION:
ti
VTRINITYIERD'
layment
Roof Underlayments, as produced by TRI-BUILT, have demonstrated compliance
lorida Building Code through testing'in accordance with the following; Standards.
tion Requirements and Limitations / Conditions of Use set forth herein.
4.1 Self-Adherins Underiavmenta
4.1.1 Tri-Built Sand-R 'SA Shingle
modified bitumen roof underl
4.1.2 Tri-Built S/A HT TU Underlay
bitumen roof underlayment
4.1.3 Tri-Built Smooth HT S/A Unde
bitumen roof underlayment.
S. LIMITATIONS:
ty
Standard
Year
Properties
ASTM D1970
2009
ated Weathering
ASTM G155
2005
:ion Practice
FRSA/TRI April 2012 (04-12)
2012
1 Properties
TAS 103
1995
cation
Reference
Date
1 Properties
S40540.02.43-1
02/19/2013
IProperties
S40540.11.13
11/19/2013
IProperties
S40540.03.14
03/26/2014
IProperties
S44870.04.14-2
04/02/2014
I Properties
S44870.04.14-3
64/02/2014
IProperties
S44870.04.14-1
04/10/2014
IProperties
544870.04.14-4
04/10/2014
IProperties
S43530.02.14-1-111
05/14/2014
IProperties
543530.05.14
09/28/2014
IProperties
S40540.10.14
10/31/2014
I Properties
SC7645.02.15
02/13/2015
ated Weathering
SC8520.04.15
05/27/2015
Control
Multiple -Listing R16814
09/04/2015
Control
Service Confirmation
Exp. 10/16/2017
erlayment is a self -adhering, glass -mat reinforced, sand -surfaced, SBS
lent, with a 36-inch sheet width.
it is a self -adhering, non -woven polyester fabric surfaced, SBS modified
is a self -adhering, glass=mat reinforced, film -surfaced, SBS modified
5.1 This is a building code evaluation. Neither TrinityJERD 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 the HVHZ.
5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials
Directory for fire ratings of this.pr,oduct.
Exterior Research and Design, I.I.C. Evaluation Report A42960.10.12-R3
Certificate of Authorlmtion #9503 FL16048-Ft!
Revision 3:10/08/2015
Page 2 of 5
��TRINITYJERD
5.4 TRI-BUILT Roof Underlayments may be used with any prepared roof cover where the product is specifically
referenced within ,FBC approval documents. If not listed, a request may be made to the AHJ. for approval
based on this evaluation combined with supporting data for the prepared roof covering.
5.5 Allowable roof covers applied atop the underlayments are as follows:
TABLE 1: ROOF COVER OPTIONS
Underlayment
Asphalt
Shingles
Nail-On,Tile
Foam -On Tile
Metal
Wood Shakes
&Shingles
Slate
Tri-Built Sand-R SA Shingle
Yes
No
No
No
Yes
Yes
Underlayment
Tri=Built S/A HT TU
Yes
Yes
Yes
Yes
Yes
Yes
Underlayment
See 5.54
Tri-Built Smooth HT S/A
Yes
No
No
Yes
Yes
Yes
Underiaymment
5.5.1 "Foam -:On Tile" is limited to use of the following Approved tile adhesives unless tensile adhesion / long
term aging data from an accredited testing laboratory is provided.
➢ Tri-Built S/A HT TU Underlayment with 3M'" 2-Component Roof Tile Adhesive AH-160 (FL6332) or Dow
TH613oncllm ,Roof Tile Adhesive.(FL717)
5.6 Allowable substrates are noted below:
5.6A Direct -Bond to Deck:
Tri-Built Sand-R, SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
Plywood; ASTM D41 primed plywood; OSB; ASTM D41 primed OSB; ASTM D41 primed structural
concrete.
While not required over plywood, OSB or Southern Yellow Pine Substrates, TRI-BUILT recommends priming
the deck if the final roof cover is not slated for installation, within 24 hours. Note: TRI-BUILT requires
tongue -and -groove board decking be covered with plywood or OSB prior to installation of the self -
adhering underlayment.
5.6.2 Bond -to -Insulation:
Tri-Built S/A HT TU Underlayment applied to:
➢ Dens Deck Prime; SECUROCK Gypsum -Fiber Roof Board.
For installation under mechanically attached prepared roof coverings, insulation shall be attached per
minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations
under foam -on the systems, insulation attachment shall be designed by a qualified design professional and
installed based on. testing of the insulation/underlayment system in accordance with FM 4474, Appendix D
or TAS 114, Appendix J.
5.6.3 Bond to Mechanically Attached Base Laver:
➢ ASTM D226, Type I or II felt.
For installations under mechanically attached prepared roof coverings, base layer shall be attached per
minimum codified requirements. For installations under foam -on tile systems, base layer shall be attached
per minimum requirements of FRSA/TRI April 2012 (04-12).
Exterior Research and Design, I.I.C. Evaluation Report A42960:10.12-R3
Certi lcate of Aothorizatlon #9503 FL16048-R3
Revision 3:10/68/2015
Page 3 of 5
TRINITY I ERD
5.6.4 Wind Resistance for Underlavment Systems in Foam -On Tile Applications: FRSA/TRI April 2012 (04-12)
does not address wind uplift resistance of all underlayment systems beneath foam -on the systems, where
the underlayment forms part of the load -path. The following wind uplift limitations apply to direct -deck
underlayment systems that arenot addressed in FRSA/TRI April 2012 (0442) and are used in foam -on tile
applications. 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 15.04.9 has already been applied). Refer to FBC 1609 for determination of design wind pressures.
5.6.4.1 Maximum. Design Pressure = -45M psf.
Deck: Min. 15/324nch plywood to meet project requirements to.satisfaction of AH1.
Primer: (Optional) ASTM.D41
Underlayment: Tri=Built S/A HTTU Underlayment, self -adhered.
5.7 Exposure Limitations: I
5.7.1 Tri-Built Sand-R SA Shingle Underlayment or Tri-Built Smooth HT S/A Underlayment shall not be left
exposed for longer than 5b-days: after installation
5.7.2 Tri=Built S/A HT TU Underlayment shall not be left exposed for longer than 180-days after installation.
6. INSTALLATION:
6'.1 TRI-BUILT Roof Underlay rents shall be installed in accordance with' TRI-BUILT published installation
requirements subject to the Limitations set -forth in Section 5 herein and the specifics noted below.
6.2 Re -fasten any loose.decking panels, and check for protruding nail heads. Sweep .the substrate thoroughly
to remove any dust and debris prior to application, and prime the substrate (if applicable).
63 Tri-Built Sand-R SA ShinalJ Underlayment, Tri-Built S/A HT TU Underlavment. or T68uilt Smooth HT S/A
Underlayment:
6.3.1 Shall be installed in compliance .with the requirements for ASTM D1970 underlayment in FBC'Sections
1507 for the type of prepared roof covering to be installed.
6.3.2 Non -Tile applications:
While priming is optional, TRI-BUILT recommends priming the deck -if the final roof cover is not slated 'for
installation within 24 hours.
Apply sheet parallel to the roof edge. Roll out approximately 10 ft of membrane and peel back the first 3
ft of release film. II
Adhere the exposed part to the substrate and unroll the remaining membrane as far as possible.
Once the entire length of membrane is in place, peel -off, the release film diagonally while holding the
membrane tight. Firmly roll the membrane into place to achieve a bond.
Horizontal seams should be minimum 3-inches, configured to shed water. Vertical seams should be 6-
inches and, staggered not less�than 2-ft from vertical seams in the course below. All over:granule end -laps
shall be sealed using -either heat -welding or hot air welding techniques:
When installing at slopes above 8:12, Allied Building Products Corp recommends back -nailing in the
overlap area at the top -of the sheet at 12-inch o.c.
For Valleys and Ridges: Cut underlayment into 4 to 6 foot lengths. Peel the release paper and center.sheet
over valley or ridge. Drape and press sheet into place, working from the center of the valley or ridge in
each direction. For valleys, appi y the sheet starting at the lowest point and work upward.
6.3.3 Tile Applications (Tri-Built S/A HTTU Underlayment only):
Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the
instructions noted above as a guideline.
Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the
underlayment.
Exterior Research and Design, I.I.C. Evaluation Report A42960.10AZ-113
Certijkate of Authorization #9503 FL16048-R3
Revision 3:10/08/1015
Page 4 of i
V��TRINITYJERD
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 9N-3 QA requirements.
9. QUALITY ASSURANCE ENTITY:
UL, LLC—QUA9625; (314) 578-3406; k.chancellor@us.ul.com
- END OF EVALUATION REPORT -
Exterior Research and Design, I.I.C. Evaluation Report A41060.30.12-R3
CerWleate ojAuthorl:atfon #9503 FL16648-R3
Revision 3:10/M/2015
Page 5 of 5
QOTRINITYIERD
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
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
5
1C
Wood
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
6
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
lE-2
Wood
New, Reroof (Tear -Off) or Recover
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
8
1F
Wood
New or Reroof (Tear -Off)
F
Non -insulated, Bonded Roof Cover
8
2A
Steel or Conc.
New, Reroof (Tear -Off) or Recover
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
9
2B
Steel or Conc.
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
10
2C
Steel or Conc.
New, Reroof (Tear -Off) or Recover
D
Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover
11
3A-1
Concrete
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
12-14
3A-2
Concrete
New or Reroof (Tear -Off)
A-1
Bonded Temporary Roof, Bonded Insulation, Bonded Roof Cover
15
3B
Concrete
New or Reroof (Tear -Off)
F
Non -insulated, Bonded Roof Cover
15 -
4A
LWIC
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
16-17
4B
LWIC
New or Reroof (Tear -Off)
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
17
4C
LWIC
New or Reroof (Tear -Off)
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
18-20
SA
CWF
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
21
5B
CWF
New, Reroof (Tear -Off) or Recover
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
22
5C
CWF
New, Reroof (Tear -Off) or Recover
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
22
SD
CWF
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
23
5E
CWF
New, Reroof (Tear -Off) or Recover
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
23
6A
Gypsum
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
24
6B
Gypsum
New, Reroof (Tear -Off) or Recover
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
25
6C
Gypsum
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
25
6D
Gypsum
New, Reroof (Tear -Off) or Recover
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
25
7A
Various
Recover
A-1
Bonded Insulation, Bonded Roof Cover
26-27
7B
Various
Recover
F
Non -Insulated, Bonded Base Sheet, Bonded Roof Cover
27
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 AHJ. 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, Dens Deck, Dens Deck Prime, SECUROCK Gypsum -Fiber Roof Board or SECUROCK
Glass -Mat Roof Board that meets the CIA requirements of F.A.C. Rule 61G20-3 and is documented as meeting FBC 1505.1 and, for foam plastic, FBC 2603.4.1 or 2603.6, when installed with the roof cover.
Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report A42970.10.12-R1 for FL16027-RI
Certificate of Authorization #9503 Revision 1: 03/23/2015
Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 1 of 27
QOTRINITYIERD
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. Roof decks and
structural members shall be in accordance with FBC requirements to the satisfaction of the AHJ. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation.
S. 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 25-30lbs/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.
➢ 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: 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. i
6. Unless otherwise noted, all insulations are flat stock or taper board of the minimum thickness noted. Tapered-polyisocyanurate-arthe fallowing 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 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 ba dro e used as p-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 (08500): 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)
➢ 3M CR-20: MDP -117.5 psf (Min. 1.0-inch thick) _
7. Bonded polyisocya nu rate 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 AHJ, 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. LWIC shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWIC is referenced, refer to current LWIC Product Approval for specific deck
construction and limitations. For systems where specific LWIC is not referenced, the minimum design mix shall be 300 psi. In all cases, the minimum top -coat thickness is 2-inches. For LWIC over structural concrete,
reference is made to FBC Section 1917.4.1, Point 1.
Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report A42970.10.12-111 for FL16027-R1
Certificate of Authorization #9503 Revision 1: 03/23/2015
Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 2 of 27
NTINITYIERD
14. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications.
TABLE 1: TRI-BUILT ROOF COVERS
Reference
Layer
Material
Application
BP -AA
Base
FBC Approved ASTM D4601, Type II
HA at 20 40 Ibs/square
Ply
FBC Approved ASTM D2178, Type IV or VI
(Base and Ply sheets, Asphalt -Applied)
SBS-AA
Cap
TriBuilt SBS Granular
HA at 20-40 Ibs/square
(SBS, Asphalt -Applied)
SBS-TA
Cap
TriBuilt SBS Granular
Torch -Applied
(SBS, Torch -Applied)
SBS-SA
Base
TriBuilt SA SBS Base
Self -Adhering
Cap
TriBuilt SA SBS Cap
(SBS, Self -Adhering)
APP-TA
Base or Ply
TriBuilt APP Smooth
Torch -Applied
Cap
TriBuilt APP Smooth, TriBuilt APP Granular
(APP, Torch -Applied)
APP-SA
Cap
TriBuilt SA APP Cap
Self -Adhering
(APP, Self -Adhering)
15. The following represent priming requirements for gypsum -based coverboards:
➢ Dens Deck and Dens Deck Prime shall be field -primed with ASTM D41 primer prior to self -adhering or torch -applied membrane application. No priming is required for hot -asphalt membrane applications.
➢ SECUROCK Gypsum -Fiber Roof Board does not require field priming for any membrane application.
16. "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.
t60 i\'Ck V
Exterior Research and Design, LLC. d/b/a Trinity] ERD Evaluation Report A42970.10.12-111 for FL16027-R1
Certificate of Authorization #9503 Revision 1: 03/23/2015
Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 3 of 27
QoTpuNITYIERD
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
(Psfl
Min. 0.25-inch Dens
8-inch o.c. in 4-
Deck, Dens Deck Prime,
Polyglass G2 Base,
32 ga., 1-5/8-
inch lap and 8-
(Optional) FBC
SECUROCK Gypsum -
Min. 19/32-
CertainTeed Glasbase,
inch diameter
inch o.c. in
Approved,
Fiber Roof Board, Min.
SBS-AA,
W 1
inch plywood
Firestone MB Base,
tin caps with 11
three, equally
ASTM C1289,
HA
0.75-inch FescoBoard
HA
BP -AA
(Optional)
SBS-TA,
-60.0
max.
Tamko
o
a annular ringspaced,
g �
p
type II of iso-
Yp p y
(homogeneous) or min.
( g )
BP
APP-TA
spans
inch spans
in
Glass Base or
GlassPermBase or
shank nails
staggered
cyanurate
0.5-inch Structodek
GAFGLAS #75
center rows
High Density Fiberboard
Roof Insulation
__
Polyglass G2 Base,
------
—32 ga:, 1=5%8—
8-inch o.c. in4—
inch lap and 8-
�---
(Optional) FBC
(Optional)
—Min. 19/32—
—CertainTeed Glasbase,
Min. 0.25-inch Dens
SBS-SA,
inch plywood
Firestone MB Base, JM
inch diameter
inch o.c. in
Approved,
Deck, Dens Deck Prime,
One or
APP-SA,
W-2
at max. 24-
Perma-Ply 28, Tamko
tin caps with 11
three, equally
ASTM C1289,
HA
SECUROCK Gypsum-
HA
SBS-SA
more SBS-
SBS-TA or
-60.0
inch spans
Glass Base or
ga. annular ring
spaced,
type II polyiso-
Fiber Roof Board
SA or
APP-TA
GAFGLAS #75
shank nails
staggered
cyanurate
APP-TA
center rows
6-inch o.c. in 4-
Min. 2-inch
DAS, OBS00,
Min. 19/32-
32 ga., 1-5/8-
inch lap and 6-
ACFoam II, III,
CR-20 or M-
Min. 0.25-inch Dens
D-IS,
irich 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
four, equally
Shield CG,
fastener
or SECUROCK Gypsum-
CR-20 or
BP AA
BP -AA
SBS-TA,
-60.0
inch spans
Elastobase Poly
ga. annular ring
spaced,
Multi -Max FA3
rows, 7-inch
Fiber Roof Board
M-OSFA
APP-TA
shank nails
staggered
center rows
or ENRGY-3
oc
6-inch o.c. in 4-
Min. 2-inch
D-IS, OB500,
32 ga., 1-5/8-
inch lap and 6-
(Optional)
Min. 19/32-
Polyglass Elastobase
inch diameter
inch o.c. in
ACFoam II, III,
CR-20 or M-
D-IS,
One or
SBS-SA,
W-4
inch plywood
or Polyglass
tin caps with 12
four, equally
H-Shield, H-
OSFA, atop
(Optional) Additional
OB500,
SBS-SA
more SBS-
APP-SA,
-60.0
at max. 24-
Elastobase Poly
ga. annular ring
spaced,
Shield CG,
fastener
layers of base insulation
CR-20 or
SA or
SBS-TA or
inch spans
shank nails
staggered
Multi -Max FA3
rows, 7-inch
M-OSFA
APP-TA
APP-TA
center rows
or ENRGY-3
oc
Exterior Research and Design, LLC. d/b/a Trinity[ ERD Evaluation Report A42970.10.12-R1 for FL16027-R1
Certificate of Authorization #9503 Revision 1: 03/23/2015
Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 4 of 27 .
�! TRINITY I ERD
TABLE 1E-2: WOOD DECKS — NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER
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
(psf)
Min. 19/32-inch
Polyglass Elastobase, Polyglass Elastobase
OMG Flat Bottom Plates (square) with
12-inch o.c. in 4-inch lap and 12-inch
(Optional) One or
W-1
plywood at max.
Poly, Polyglass G2 Base, CertainTeed
Roofgrip #14, Dekfast Hex with Dekfast #14
o.c. in two, equally spaced, staggered
more BP -AA or
SBS-AA, SBS-
-52.5
24-inch spans
e, Firestone MB Base,
Gy
or TruFast MP-3 with TruFast-HD
center rows
APP-TA
TA, APP-TA
AF LAS #7
Ply 28, Tamko Glass Base or GAFGLAS #75
28,
Min. 19/32-inch
Polyglass Elastobase or Polyglass
Dekfast Hex with Dekfast #14 or TruFast MP-
12-inch o.c. in 4-inch lap and 12-inch
One or more SBS-
SBS-SA, APP-
W-2
plywood at max.
Elastobase Poly with poly top surface
3 with TruFast HD
o.c. two, equally spaced, staggered
SA
SA, SBS TA or
52.5
24-inch spans
center rows
APP-TA
Min. 19/32-inch
Polyglass Elastobase or Polyglass
OMG Flat Bottom Plates (square) with
12-inch o.c. in 4-inch lap and 12-inch
(Optional) One or
SBS-AA, SBS-
W-3
plywood at max.
Elastobase Poly
Roofgrip #12
o.c. in two, equally spaced, staggered
more BP -AA or
TA, APP-TA
-60.0
24-inch spans
center rows
APP-TA
Min. 19/32-inch
Polyglass Elastobase or Polyglass
OMG Flat Bottom Plates (square) with
12-inch o.c. in 4-inch lap and 12-inch
One or more SBS-
SBS-SA, APP-
W-4
plywood at max.
Elastobase Poly with poly top surface
Roofgrip #12
o.c. in two, equally spaced, staggered
SA
SA, SBS-TA or
-60.0*
24-inch spans
center rows
APP-TA
TABLE 1F: WOOD DECKS —NEW CONSTRUCTION OR REROOF (TEAR -OFF)
SYSTEM TYPE F: NON -INSULATED, BONDED ROOF COVER
System
Roof Cover
MDP
No.
Deck
Primer
(psf)
Joint Treatment
Base
Ply
Cap
Y1!-5 ',.
Min. 15/32=ihch plywood
M
OptionaQ ASTM D4
None
SBS-SA
(Optional) SBS-SA or
SBS-SAf APP-SA, SBS -TA
i90.0
-�
at.max_24-inch-span sq
APP-TA
or APP-TA
W 6
Min. 15/32-inch plywood
(Optional) ASTM D41
Plywood joints are covered with 4-inch wide strips of TriBuilt 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
r-
Exterior Research and Design, LLC. d/b/a Trinity) ERD Evaluation Report A42970.10.12-R1 for FL16027-R1
Certificate of Authorization #9503 Revision 1: 03/23/2015
Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 8 of 27