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FL #
FL10124-R20
F�l
Application Type
Revision
10111
Code Version
2017
Application Status
Approved
Comments
Archived
Product Manufacturer GAF
Address/Phone/Email 1 Campus Drive
Parisppany, NJ 07054
(800)766-3411
mstieh@gaf.com
Authorized Signature Robert Nieminen
lindareith@trinityerd.com
Technical Representative
William Broussard
Address/Phone/Email
1 Campus Drive
Parsippany, NJ 07054
(800) 766-3411
Tech n Ica lQuestionsGAF@gaf.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Asphalt Shingles
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
0 Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Robert Nieminen
Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 10/20/2018
Validated By John W. Knezevich, PE
96 Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
FL10124 R20 COI 2017 01 COI Nieminen.odf
Standard
ASTM D1970 .
ASTM D3161
ASTM D3462
ASTM D7158
TAS 107
Year
2015
2016
2010
2011
1995
- https://www.floddabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDquracBeVCbdMQNZD6Zesy3BoOyLwXhMdCmfpy!EO[vyCA%3d%3d 1/2
12/14/2017
Florida.Building Cod Online
Sections from the Coae
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval,
Date Approved
Method 1 Option D
09/20/2017
09/27/2017
09/28/2017
12/12/2017
,Modell Number�or.
Name ` d"
, _
Description ti
.. K " : , -
0124.1
GAF Asp�lalt
Roof Shingles
Fiberglass reinforced 3-tab, laminated, 5-tab and hip/ridge
asphalt shingles
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL10124 R20 II 2017 09 FINAL ER GAF Asohalt
Shinales FL10124-R20.pdf
Approved for use outside HVHZ:
Yes
Impact Resistant: N/A
Verified By: Robert Nieminen PE-59166
Design Pressure: N/A
Created by Independent Third Party: Yes
Other: Refer to ER, Section 5.
Evaluation Reports
FL10124 R20 AE 2017 09 FINAL ER GAF Asphalt
Shingles FL10124-R20.1)df
Created by Independent Third Party: Yes
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mail to this entity. Instead, contact the ofi
Florida Statutes, effective October 1, 201:
provided may be used for official commu
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tact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
oyer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
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EOIvyCA%3d%3d 2/2
j
EXTERIOR RESEARCH & DESIGN, LLC. ""QCertificate of Authorization #{9503
UNIT #13 �f RINIT � EIRD 353 CHRISTIAOXFORD, �CT 6478
(203 ) 262-924 5
EVALUATION REPORT
GAF Evaluation Report 01506.01.08-1122
1 Campus Drive FL10124-1120
Parsippany, NJ 07054 Date of Issuance: 01/03/2008
(800) 766-3411 Revision 22: 09/20/2017
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen,
P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The
products described herein have been evaluated for compliance with the 6th Edition (2017) Florida Building Code
sections noted herein.
DESCRIPTION: GAF Asphalt Roof Shingles
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein and FBC 1507.2.7.1 / R905.2.6.1.
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. TrinityJERD 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 6.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DC4ANE1983
The facsimile seal appearing was authorized by Robert Nieminen,
P.E. on 09/20/2017. This does not serve as an electronically signed
document.
CERTIFICATION OF INDEPENDENCE:
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. Trinityl 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.
r
QoTaINITYIERD
ROOFING SYSTEMS EVALUATION:
1. SCOPE:
Product Category:
Sub -Category: Asphalt Shingles
Compliance Statement: GAF Asphalt Roof Shingles, as produced by GAF, have demonstrated compliance with the
following sections of the 6th Edition (2017) Florida Building Code and Florida Building Code, Residential Volume
through testing in accordance with t�e following Standards. Compliance is, subject to the Installation. Requirements
and Limitations /Conditions of Use set forth herein.
2. STANDARDS:
Section
Property
Standard
Year
1507.2.4 / 1507.1.1,
Physical Properties
ASTM D1970
2015
R905.2.3 / R905.1.1
1507.2.5, R905.2.4
Physical Properties
ASTM D3462
2010
1507.2.7.1, R905.2.6.1
Wind Resistance
ASTM D3161
2016
1507.2.7.1, R905.2.6.1
Wind Resistance
ASTM D7158
2011
1507.2.7.1, R905.2.6.1
Wind Resistance
TAS 107
1995
3. REFERENCES:
Kniiiy
Examination
Reference
Date
GAF (PDM 1915)
Letter
of Equivalency
Seal -A -Ridge Impact Resistant IR
01/13/2012
PRI (TST 5878)
Physical Properties
GAF-025-02-01
03/27/2002
PRI (TST 5878)
ASTM
D3462
GAF-059-02-01
09/02/2004
PRI (TST 5878)
ASTM
D3462
GAF-080-02-01
05/25/2005
PRI (TST 5878)
Physical Properties
GAF-324-02-01
12/01/2011
PRI (TST 5878)
Wind
Dri
Rain
GAF-407-02-01
01/21/2013
UL (TST 1740)
ASTM
Ien
D3462
93NK6295
11/29/1993
UL(TST 1740)
ASTM
D3462
99NK43835
01/12/2000
UL (TST 1740)
TAS 107
94NK9632
03/29/2000
UL (TST 1740)
ASTM
D3462
OINK06632
02/02/2001
UL (TST 1740)
ASTM
D3161,
TAS 107
OINK9226
05/21/2001
UL (TST 1740)
ASTM
D3161
OINK37122
12/18/2001
UL (TST 1740)
ASTM
D3162
O1NK37122
12/19/2001
UL (TST 1740)
ASTM
D3161,
TAS 107
02NK12980
04/10/2002
UL (TST 1740)
ASTM
D3161,
TAS 107
02NK30871
09/09/2002
UL (TST 1740)
ASTM
D3161
03CA5367
03/11/2003
UL(TST 1740)
ASTM
D3462
03NK26444
10/17/2003
UL(TST 1740)
ASTM
D3
62
04NK13850
06/07/2004
UL (TST 1740)
ASTM
D3161
04NK13850
06/23/2004
UL (TST 1740)
ASTM
D3161
04NK30546
03/10/2005
UL (TST 1740)
ASTM
D3
62
04NK22009
05/06/2005
UL (TST 1740)
ASTM
D3�61
04NK22009
05/09/2005
UL (TST 1740)
ASTM
1)3�62
05NK27924
02/10/2006
UL (TST 1740)
ASTM
D3161
05NK27924
02/11/2006
UL(TST 1740)
ASTM
D3161,D3462
06CA18077
06/05/2006
UL (TST 1740)
ASTM
D3161,D3462
06CA18074
06/16/2006
UL (TST 1740)
ASTM
D3 161,
D3462
06CA35251
10/18/2006
UL (TST 1740)
ASTM
D3
62
06CA31603
12/01/2006
UL (TST 1740)
ASTM
D3161,
D3462
06CA41095
12/27/2006
UL (TST 1740)
ASTM
1)31161
07NK05228
03/13/2007
UL (TST 1740)
ASTM
D3161
06CA31611
04/04/2007
UL (TST 1740)
ASTM
D3 161
06CA61148
04/09/2007
UL (TST 1740)
ASTM
D3 161,
D3462
07CA31742
11/08/2007
UL (TST 1740)
ASTM
D31161,
D7158, D3462
OBCA06100
03/13/2008
Exterior Research and Design, LLC.
Evaluation Report 01506.01.08-R22
Certificate ojAuthorization #9503
6T" EDITION
(2017) FBC NON-HVHZ EVALUATION
F1.10124-1120
GAF Asphalt Roof Shingles
Revision 22: 09/20/2017
Page 2 of 6
L
r
QOTRINITYIERD
Entity
Examination
Reference
Date
UL (TST 1740)
ASTM D3161, D3462
07CA55908
04/01/2008
UL (TST 1740)
ASTM D3161, D3462
09CA10592
03/26/2009
UL (TST 1740)
ASTM D3161, D3462
09CA06856
05/15/2009
UL (TST 1740)
ASTM D3161, D7158, D3462
09NK06647
08/01/2009
UL (TST 1740)
ASTM D3161, D7158, D3462
09CA27281
08/27/2009
UL (TST 1740)
ASTM D3161, D7158, D3462
10CA35554
03/05/2010
UL (TST 1740)
ASTM D3161, D7158, D3462
IOCA13686
05/15/2010
UL (TST 1740)
ASTM D3462
IOCA07264
05/27/2010
UL (TST 1740)
ASTM D3462
IOCA11953
10/29/2010
UL (TST 1740)
ASTM D3161, D7158, D3462
IONK11951
10/30/2010
UL (TST 1740)
ASTM D3161, D7158, D3462
IONK12070
11/04/2010
UL (TST 1740)
ASTM D3161, D7158, D3462
08CA06100
01/30/2010
UL (TST 1740)
ASTM D3161, D7158, D3462
10CA53934
03/31/2011
UL (TST 1740)
ASTM D3161, D7158, D3462
11CA48924
10/22/2011
UL (TST 1740)
ASTM D3161, D7158, D3462
11CA47919
12/03/2011
UL (TST 1740)
ASTM D3161, D7158, D3462
11CA48408
12/08/2011
UL(TST 1740)
ASTM D3161,D7158,D3462
11CA48725
12/09/2011
UL, LLC. (TST 9628)
ASTM D3462
12CA34891
10/12/2012
UL, LLC. (TST 9628)
ASTM D3161, D7158, D3462
12CA58151
02/15/2013
UL, LLC. (TST 9628)
ASTM D3161
12CA38083
02/26/2013
UL, LLC. (TST 9628)
ASTM D3161
13CA32332
06/18/2013
UL, LLC. (TST 9628)
ASTM D3161
13CA37934
08/02/2013
UL, LLC. (TST 9628)
ASTM D3161, D7158, D3462
4786875675
07/17/2015
UL, LLC. (TST 9628)
ASTM D3161, D7158, D3462
4787434542
05/17/2016
UL, LLC. (QUA 9625)
Quality Control
Inspection Report, R21, Mobile, AL
10/25/2016
UL, LLC. (QUA 9625)
Quality Control
Inspection Report, R21, Myerstown, PA
10/20/2016
UL, LLC. (QUA 9625)
Quality Control
Inspection Report, R21, Tuscaloosa, AL
11/11/2016
UL, LLC: (QUA 9625)
Quality Control
Inspection Report, R21, Michigan Cty, IN
11/01/2016
UL, LLC. (QUA 9625)
Quality Control
Inspection Report, R21, Shafter, CA
11/17/2016
UL, LLC. (QUA 9625)
Quality Control
Inspection Report, R21, Savannah, GA
11/11/2016
UL, LLC. (QUA 9625)
Quality Control
Inspection Report, R21, Minneapolis, MN
10/25/2016
UL, LLC. (QUA 9625)
Quality Control
Inspection Report, R21, Mt. Vernon, IN
10/25/2016
UL, LLC. (QUA 9625)
Quality Control
Inspection Report, R21, Baltimore, MD
10/21/2016
UL, LLC. (QUA 9625)
Quality Control
Inspection Report, R21, Tampa, FL
11/17/2016
UL, LLC. (QUA 9625)
Quality Control
Inspection Report, R21, Dallas, TX
11/04/2016
UL, LLC. (QUA 9625)
Quality Control
Inspection Report, R21, Ennis, TX
11/03/2016
UL, LLC. (QUA 9625)
Quality Control
Inspection Report, R21, Fontana, CA
11/01/2016
4. PRODUCT DESCRIPTION:
4.1 Asphalt Shingles:
4.1.1 Marquis® WeatherMax®, Royal Sovereign® and Sentinel® are a fiberglass reinforced 3-tab asphalt roof
shingles.
4.1.2 Camelot®, Camelot® II, FortitudeT", Glenwood'"", Grand Canyon®, Grand Sequoia®, Grand Sequoia® IR,
Grand Sequoia® ArmorShield"", Monaco®, Sienna®, Timberline® American Harvest®, Timberline®
ArmorShieldT" II, Timberline® Natural Shadow®, Timberline HD®, Timberline® Cool Series®, Timberline Ultra
HD® and Woodland® are fiberglass reinforced, laminated asphalt roof shingles.
4.1.3 Slateline® is a fiberglass reinforced 5-tab asphalt roof shingle.
4.2 Hip & Ridge Shingles:
4.2.1 Seal -A -Ridge® Ridge Cap Shingles, Seal -A -Ridge® IR Impact -Resistant Ridge Cap Shingles, Seal -A -Ridge®
ArmorShieldTM' Ridge Cap Shingles and Timbertex® Premium Ridge Cap Shingles are fiberglass reinforced, hip
and ridge asphalt roof shingles.
Exterior Research and Design, U.C. Evaluation Report 01506.01.08-R22
Certificate of Authorization #9503 6r" EDITION (2017) FBC NON-HVHZ EVALUATION FL10124-1120
GAF Asphalt Roof Shingles Revision 22: 09/20/2017
Page 3 of 6
�1NITYIERD
4.3 Accessory Starter Strips:
4.3.1 Pro -Start® Eave/Rake Starter Strip Shingles and WeatherBlocker'"I Premium Eave/Rake Starter Strip Shingles
are starter strips for asphalt roof shingles.
4.3.2 QuickStart® Peel & Stick Sltarter Roll is a is a mineral -surfaced, fiberglass -reinforced, self -adhering SBS
modified bitumen starter step, nominal 9-inch x 33 ft roll, for use with asphalt shingles with exposure of 6-
inch or less.
4.3.3 StarterMatchT4 Starter Strip Shingles are color -coordinated starter strips for use with Grand Canyon® and
Grand Sequoia® series asphalt shingles. StarterMatch'"I are installed as the second starter for Grand
Canyon® and Grand Sequoi �® series installations.
S. LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the
Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was
used for permitting or desig� guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions.
5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials
Directory for fire ratings of t is product.
5.4 Wind Classification:
5.4.1 The.GAF asphalt shingles noted in Section 4.1 are Classified in accordance with FBC Tables 1507.2.7.1 and
R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for
use in all wind zones up to Va, = 150 mph (V„it =194 mph). Refer to Section 6 for installation requirements
to meet this wind rating.
5.4.2 The GAF hip & ridge shingl(
and R905.2.6.1 to ASTM D3
to Vind =150 mph (V,,it =194
5.4.3 Classification by ASTM D71!
mean roof height of 60 fe
conditions outside these lim
5.5 All products in the roof asses
6. INSTALLATION:
6.1
Underlayment:
6.1.1
Underlayment shall be accel
Locally Approved per Rule 61
6.2
Starter Shingles or Starter S1
6.2.1
Installation of Pro -Start Eave
Shingles and QuickStart Peel
6.3
Asphalt Shingles:
6.3.1
Installation of asphalt shingle
(4) nails per shingle in accorc
➢ Camelot, Camelot II, G
and Woodland require
➢ Slateline requires minir
6.3.2
Fasteners shall be in accorda
or R905.2.5. Staples are not
6.3.3
Where the roof slope exce,
required. Contact the GAF f(
noted in Section 4.2 are Classified in accordance with FBC Tables 1507.2.7.1
11, Class F, indicating the shingles are acceptable for use in all wind zones up
ph). Refer to Section 6 for installation requirements to meet this wind rating.
applies only to exposure category B or C, as defined in FBC 1609.4.3, and a
or less. Calculations by a qualified design professional are required for
tions. Contact the shingle manufacturer for data specific to each shingle.
)ly shall have quality assurance audit in accordance with F.A.C. Rule 61G20-3.
to GAF and shall hold current Florida Statewide Product Approval, or be
, per FBC 1507.2.3, 1507.2.4 or R905.2.3.
rRake Starter Strip Shingles, WeatherBlocker Premium Eave/Rake Starter Strip
& Stick Starter Roll shall comply with the GAF current published instructions.
shall comply with the GAF current published instructions, using minimum four
ince with FBC 1507.2.7 or R905.2.6, with the following exceptions:
and Canyon, Grand Sequoia, Grand Sequoia IR, Grand Sequoia ArmorShield,
iinimum five (5) nails per shingle.
um six (6) nails per shingle.
ce with manufacturer's published requirements, but not less than FBC 1507.2.6
s 21 units vertical in 12 units horizontal, special methods of fastening are
details.
Exterior Research and Design, U.C. I Evaluation Report 01506.01.08-1122
Certificate of Authorization #9503 6T" EITION (2017) FBC NON-HVHZ EVALUATION F1.10124-1120
GAF Asphalt Roof Shingles Revision 22: 09/20/2017
Page 4 of 6
TTFUNrry I ERD
6.4 Hip & Ridge Shingles:
6.4.1 Installation of Seal -A -Ridge Ridge Cap Shingles, Seal -A -Ridge IR Impact -Resistant Ridge Cap Shingles and
Seal -A -Ridge ArmorShield Ridge Cap Shingles shall comply with the GAF current published instructions with
a minimum two (2) nails, minimum 3/8-inch head diameter, per shingle and nominal 0.25-inch diameter
beads of Henkel "Loctite PL S30 Roof & Flashing Sealant".
11.5° Sealant
1^ (292 mm) V Sellante
(25 mm) (25 mm) Enduit d'etancheite
(305 mm)
Clavo
g rig 7 5/8" Nail
Clouer
(168 -194 mm)
12'
(305 mm)
6.4.2 Installation of Timbertex Premium Ridge Cap Shingles shall comply with GAF current published instructions
with a minimum two (2) nails, minimum 3/8-inch head diameter, per shingle and beads of Sonneborn NP1
Gun Grade Polyurethane Sealant or Henkel PL Roofing and Flashing Sealant.
1W - Sealant
17(292 rntei) 1. 6411.109
httn) (� n1Ir1 rzaduit d'@tbrtch0a
.M .
MP
H
Itr 12•
(305 W'rn)
91
(229 nim)
12'
(135 MfY9
6.4.3 Fasteners shall be in accordance with GAF published requirements, but not less than FBC 1507.2.6 or
R905.2.5. Staples are not permitted.
Exterior Research and Design, I.I.C.
Certificate of Authorization#9503 6r" EDITION (2017) FBC NON-HVHZ EVALUATION
GAF Asphalt Roof Shingles
Evaluation Report 01506.01.08-R22
FL10124-R20
Revision 22: 09/20/2017
Page 5 of 6
Q0TR1-N'1.TYjERD
7. LABELING:
7.1 Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
7.2 Asphalt shingle wrappers Sf�all indicate compliance with one of the required classifications detailed in FBC
Table 1507.2.7.1 / R905.2.6.1.
8. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
9. MANUFACTURING PLANTS:
Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA
requirements.
10. QUALITY ASSURANCE ENTITY:
UL LLC — QUA9625; (847) 664-3281
END OF EVALUATION REPORT -
Exterior Research and Design, LLC. IEvaluation Report 01506.01.08-1122
Cert1ficate afAuthorlrotlon p9S03 6T" EDITION (2017) FBC NON-HVH2 EVALUATION FL10124-R20
GAF Asphalt Roof Shingles Revision 22: 09/20/2017
Page 6 of 6
�l TRINITY I ERD
APPENDIX 1: ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE " ..
Table
Deck
Application
Type
Description
Page
1A-1
Wood
New or Reroof (Tear -Off)
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, 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
113
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
lE-1
Wood
New or Reroof (Tear -Off)
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
7
` -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 Structural concrete
New, Reroof (Tear -Off) or Recover
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
9
28
Steel or Structural concrete
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
9
2C
Steel or Structural concrete
New, Reroof (Tear -Off) or Recover
D
Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover
30
3A
Structural concrete
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
11-14
313
Structural concrete
New or Reroof (Tear -Off)
F
Non -Insulated, Bonded Roof Cover
14
4A
LWIC
New or Reroof (Tear -Off)
A-1•
Bonded Insulation, Bonded Roof Cover
15-16
4B
LWIC
New or Reroof (Tear -Off)
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
16
4C
LWIC
New or Reroof (Tear -Off)
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
17-19
SA
CWF
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
20
5B
CWF
New, Reroof (Tear -Off) or Recover
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
21
SC
CWF
New, Reroof (Tear -Off) or Recover
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
22
5D
CWF
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
22
5E
CWF
New, Reroof (Tear -Off) or Recover
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
22
6A
Gypsum
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
23
6B
Gypsum
New, Reroof (Tear -Off) or Recover
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
24
6C
Gypsum
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
24
6D
Gypsum
New, Reroof (Tear -Off) or Recover
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
24
7A
Various
Recover
A-1
Bonded Insulation, Bonded Roof Cover
25-26
713
Various
Recover
F
Non -Insulated, Bonded Base Sheet, Bonded Roof Cover
26
The following notes aoaly to the systems outlined herein:
1. The roof system evaluation herein pertains to above -deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction.
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.
➢ Structural concrete: Minimum 1-inch embedment into pilot hole in accordance with fastener manufacturer's published installation instructions.
3. Unless otherwise noted, insulation may be any one layer or combination of polyisocyanurate, polystyrene, wood fiberboard, perlite, gypsum -based roof board or mineral -wool roof board that meets the QA
requirements of F.A.C. Rule 61G20-3 and is documented as meeting FBC 1505.1 and, for foam plastic, FBC Chapter 26, when installed with the roof cover.
Exterior Research and Design, I.I.C. d/b/a Trinity IERD Evaluation Report A42970.10.12-R2 for FL16027-R2
Certificate of Authorization #9503 6 H EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017
Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 1 of 26
TRINITY I ERD
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 Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC
Approval documentation.
S. Preliminary insulation attachment for System Type D: Unless otherwise noted, refer to Section 2.2.10.1.3 of FM Loss Prevention Data Sheet 1-29 (January 2016).
6. 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 Ibs/square.
➢ Dow INSTA STIK Quik Set Insulation Adhesive (D-IS): Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c.
➢ Millennium One Step Foamable Adhesive (M-OSFA): Continuous 0.25 to 0.5-inch wide ribbons, 12-inch o.c.
➢ OMG OlyBond 500 (O13500): 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.
➢ ICP Adhesive & Sealants 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.
Unless otherwise noted, all insulations are flat stock or taper board of the minimum thickness noted. Tapered polyisocya n u rate 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 (06500): 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)
➢ ICP Adhesive & Sealants CR-20: MDP -117.5 psf (Min. 1.0-inch thick)
8. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft.
9. For mechanically attached components or partially bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC
-Chapter 16, and Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD1, FM Loss
Prevention Data Sheet 1-29,-Roofing- pplication-Standard-RAS11Zand-Roofing-Application-Standard-RAS 137-Assemblies-marked-with-an-asterisk*-carry-the-limitations-set-forth-in Section-2:2.10:1 of -FM -Loss
Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements.
10. For fully bonded assemblies, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16, and no rational analysis is permitted.
11. For mechanically attached components over existing decks, fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the
minimum requirements for the system. Testing and analysis shall be in accordance with ANSI/SPRI FX-1 or Testing Application Standard TAS 105.
12. For existing substrates in a bonded recover or re -roof installation, the existing roof surface or existing roof deck shall be examined for compatibility and bond performance with the selected adhesive, and the existing
roof system (for recover) shall be capable of resisting project design pressures on its own merit to the satisfaction of the Authority Having Jurisdiction, as documented through field uplift testing in accordance with
ANSI/SPRI IA-1, ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124.
13. For Recover Applications using System Type D, the insulation is optional; however, the existing roof system shall be suitable for a recover application.
14. Lightweight Insulating Concrete (LWC) shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWC is referenced, refer to current LWC
Product Approval for specific deck construction and limitations. For systems where specific LWC is not referenced, the minimum design mix shall be 300 psi. In all cases, the minimum top -coat thickness is 2-inches.
For LWC over structural concrete, reference is made to FBC Section 1917.4.1, Point 1.
Exterior Research and Design, U.C. d/b/a Trinity) ERD Evaluation Report A42970.10.12-R2 for FL36027-112
Certificate of Authorization #9503 If"EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017
Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 2 of 26
\J I f�NINIERD
15. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications.
TABLE 1 'BUILT Rooe CovERS
Reference
Layer
Material
Application
BP -AA
Base Ply
FBC Approved ASTM D4601, Type If
(Base and Ply sheets, Asphalt -Applied)
HA at 20-40 Ibs/square
Ply
FBC Approved ASTM D2178, Type IV or VI
SBS-AA
Cap Ply
TriBuilt SBS Granular
HA at 20-40 Ibs/square
(SBS, Asphalt -Applied)
SBS-TA
Cap Ply
TriBuilt SBS Granular
Torch -Applied
(SBS, Torch -Applied)
SBS-SA
Base Ply
TriBuilt SA SBS Base
(SBS, Self -Adhering)
Self -Adhering
Cap Ply
TriBuilt SA SBS Cap
APP-TA
Base Ply or Ply
TriBuilt APP Smooth
(APP, Torch -Applied)
Torch -Applied
Cap Ply
TriBuilt APP Smooth, TriBuilt APP Granular
APP-SA
Cap Ply
TriBuilt SA APP Cap
Self -Adhering
(APP, Self -Adhering)
16. Vapor barrier options for use over structural concrete deck followed by.adhered insulation carry the following Maximum Design Pressure (MDP) limitations. The lesser of the MDP listings below vs. those in Table 3A
applies:
' e u.
VAPORBARRIER,OPTIONSTRUCTURA4�CONCRETEDECK;'ADHEREDINSI�IATION,PERTABLE3A,� - -
Option #
Primer
Vapor Barrier
Insulation Adhesive
MDP (psf)
Type
Attach
VB-1.
ASTM D41
TriBuilt SA SBS Base
Self -Adhering
Inta-Stik or CR-20, 12-inch b.c.
-60.0
VB-2.
ASTM D41
TriBuilt SA SBS Cap
Self -Adhering
Insta-Stik, 12-inch o.c.
-75.0
VB-3.
ASTM D41
TriBuilt SA SBS Cap
Self -Adhering
Millennium One Step Foamable Adhesive, 12-inch o.c.
-157.5
VB-4.
ASTM D41
TriBuilt SA SBS Cap
Self -Adhering
CR-20, 12-inch o.c.
-270.0
VB-5.
ASTM D41
TriBuilt SA SBS Base
Self -Adhering
Millennium One Step Foamable Adhesive, Millennium PG-1 Pump Grade
Adhesive, OlyBond 500 or CR-20,12-inch o.c.
-290.0
17. Dens Deck shall be field -primed with PG100 prior to self -adhering membrane application. Refer to tables herein for other priming requirements.
18. "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609 for determination of design wind loads.
Exterior Research and Design, I.I.C. d/b/a Trinity) ERD Evaluation Renort-A42970.10.12-112 for FL16027-RZ
Certificate of Authorization #9503 e' EDITION (2017) FBC NON-HVHZ EVALUATION 7.0 25/2017
Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485
0
TABLE 1A 1 WOOD
DECKS NEW CONSf kG ION oR
-3
REROQF (Tenn OFF)
SYSTEM TYPE A 2 AT�1'ACHED
ANCHOR SHEET, BONDED
INSULATION; B'.ONDED:ROOF COVER
vMECH,ANICALLY,
Top Insulation P,, o1DP
�(psf)
System
Deck
Anchor Sheet
Base Insulation
Type
Fasteners
Attach
Type
Attach
No.
(Note 1)
Type 'Attach Base Pf
Min. 0.25-inch Dens
Polyglass G2 Base,
8-inch o.c. in 4-
Deck, Dens Deck Prime, `
32 ga., 1-5/8-
inch lap and 8-
(Optional) FBC
SECUROCK Gypsum-
/
Min.19/32-
CertainTeed Glasbase,
inch diameter
inch o.c. in
Approved,
Fiber Roof Board, Min. { SBS-AA,
W 1
inch plywood
Firestone MB Base, JM
tin caps with 11
three, equally
ASTM C1289,
HA
0.75-inch FescoBoard HA BP -AA /ptlonal) SBS-TA, ,- -60.0
at max. 24-
Perma-Ply 28, Tamko
ga. annular ring
spaced,
type II polyiso-
BP -AA
(homogeneous) or min. APP-TA
inch spans
Glass Base or
shank nails
staggered
cyanurate
0.5-inch Structodek
GAFGBas LAS #75
center rows
High Density Fiberboard
Roof Insulation
Polyglass G2 Base,
8-inch o.c. in 4-
Min. 19/32-
CertainTeed Glasbase,
32 ga., 1-5/8-
inch lap and 8-
(Optional) FBC
Min. 0.25-inch Dens
(Optional)
SBS-SA,
inch plywood
Firestone Base,,
inch diameter
inch o.c. in
Approved,
Deck, Dens Deck Prime,
One or
APP SA,or
W 2
at max. 24-
Perma-Ply 28 Tamko
tin caps with 11
three, equally
ASTM C1289,
HA
SECUROCK Gypsum-
yp
HA
SBS-SA
more SBS-
SBS-TA
-%0
inch spans
Glass Base or
ga. annular ring
spaced,
typeJI polyiso
Fiber Roof Board
APP-TA
shank nails
staggered
cyanurate
APP-TA
GAFGLAS #75
center rows
6-Inch o.c. in 4-
Min. 2-inch
D-IS, OB500,
Min. 19/32-
32 ga., 1-5/8-
inch lap and 6-
ACFoam II, III,
CR-20 or M-
Min. 0.25-inch Dens
D-IS,
SBS-AA,
inch I
plywood
Polyglass Elastobase
inch diameter
inch o.c. in
H-Shield, H-
OSFA, atop
Deck, Dens Deck Prime
OB500,
(Optional)
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
orENRGY-3
oc
center rows
32 ga, 1-5/8-
-6=inch-o:c7-in-4—
inch lap and 6-
Min. 2-inch
D IS, OB500,
(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, I.I.C. d/b/a Trinity( ERD
Certificate of Authorization #9503
Prepared by: Robert Nieminen, PE-59166
e' EDITION (2017) FBC NON-HVHZ EVALUATION
TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485
'r
TRINITY
TABLE'3A-2: WOOD DECKS- NEW CONSTRUCTION; REROOF (TEAR" -OFF) ORRECOVER ;
SYSTEM TYPE A,2 MECHANICALLYAITACHEDANCHORSHEET; BON DED'INSULATION" BONDE6ROOFCdVER . 't
System
Deck
Anchor Sheet
Base Insulation
Top Insulation
Roof Cover (Note 15)
MDP
No.
(Note 1)
Type
Fasteners
Attach
Type
Attach
Type
Attach
Base Ply
Ply
Cap Ply
(Psf)
Min. 0.25-inch Dens Deck,
Polyglass
12-inch o.c. in 4-
(Optional) FBC
Dens Deck Prime, SECUROCK
Min. 19/32-
Elastobase or
OMG Flat
inch lap and 12-
Approved,
Gypsum -Fiber Roof Board,
W 5
Inch plywood
Polyglass
Bottom Plates
inch o.c. in two,
ASTM C1289,
HA
Min. 0.75-inch FescoBoard
HA
BP -AA
(Optional)
SBS-AA, SBS-
60.0
at max. 24-
Elastobase
(square) with
equally spaced,
type II polyiso-
(homogeneous) or min. 0.5-
BP -AA
TA, APP-TA
inch spans
Poly
Roofgrip #12
staggered center
cyanurate
inch Structodek High Density
rows
Fiberboard Roof Insulation
Polyglass
12-inch o.c. in 4-
(Optional) FBC
(Optional)
Min. 19/32-
Elastobase or
OMG Flat
inch lap and 12-
Approved,
Min. 0.25-inch Dens Deck,
One or
SBS-SA, APP-
W 6
inch plywood
Polyglass
Bottom Plates
inch o.c. in two,
ASTM C1289,
HA
Dens Deck Prime, SECUROCK
HA
SBS-SA
more SBS-
SA, SBS-TA
-60.0
at max. 24-
Elastobase
(square) with
equally spaced,
type II polyiso-
Gypsum -Fiber Roof Board
SA or APP-
or APP-TA
inch spans
Poly
Roofgrip #12
staggered center
cyanurate
TA
rows
tXktik WOOD DECKS NIE CONSTRUCTION,`REROOE (TeAR OFF) oR RECOVER .
"SYSTEM TYPE B, MECHANICALLY ATTACHED BASE INSULATION, BONDED TOP INSULATION, BONDED ROOF COVER'._, t
System
Base Insulation Layer
Top Insulation Layer
Roof Cover (Note 15)
MDP
No.
Deck (Note 1)
Type
Fasteners
Attach
Type
Attach
Base Ply
Ply
Cap Ply
(Psf)
Min. 19/32-inch
Min. 1.5-inch
Dekfast Hex with
Min. 0.75-inch FescoBoard
(Optional if
(Optional if using
W-7
plywood at max. 24 inch
H-Shield
t #12
1 per
(homogeneous) or min. 0.5-inch
HA
using AA Ply)
AA Base) One or
BP
SBS-AA, SBS-TA,
APP-TA
60.0
spans
or Pol h
or Polytherm
MP-3Dekfa
MP-3 with TruFast DP
ru astTruDP
1.33 ft�
Structodek High Density Fiberboard
BP
more -AA or
Roof Insulation
APP-TA
Exterior Research and Design, I.I.C. d/b/a Trinity) ERD
Certificate of Authorization #9503
Prepared by: Robert Nieminen, PE-59166
C' EDITION (2017) FBC NON-HVHZ EVALUATION
TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485
Evaluation Report A42970.30.12-R2 for FL16027-RZ
Revision 2: 09/25/2017
Appendix 1, Page 5 of 26
TRINITYIERD
q
� . � :� � ", ;.TABLE iC: ;WC+OD DECKS `NE1N'CONSTRUCfIUN, REROOF Tenn -DOFF oR RECOVER "' �
.
SYSTEM-�
Y, -A17- -ANICALL A�l 1 EDINLILATION 9 COVER
.'80NDEDROOF
System
Base Insulation
Top Insulation Layer
Roof Cover (Note 15)
MDP
No.
Deck (Note 1)
Layer
(Psf)
Type
Fasteners
Attach
Base Ply
Ply
Cap Ply
Min. 19/32-inch
(Optional)
Min. 0.5-inch Structodek High Density
Dekfast Galvalume
(Optional if
(Optional if using AA
W-8
plywood at max.
One or more layers,
Fiberboard Roof Insulation or min. 0.25-
Steel Hex with
1 per 1.33
using AA Ply)
Base) One or more BP -AA
SBS-AA, SBS-TA, APP-
-82.5
24-inch spans
any combination,
inch Dens Deck, Dens Deck Prime or
Dekfast #12 DP
ft2
BP -AA
orAPP-TA
TA
loose laid
SECUROCK Gypsum -Fiber Roof Board
(Optional)
Dekfast Galvalume
Min. 19/32-inch
Steel Hex with
W-9
plywood at max.
One or more layers,
Min. 1.5-inch ENRGY 3, H-Shield or
Dekfast #12 DP or
I per 1.33
2
SBS-SA
(Optional) One or more
SBS-SA, APP-SA, SBS-
-82.5
any combination,
Polytherm
ft
SBS-SA or APP-TA
TA or APP-TA
24-inch spans
TruFast MP-3 with
loose laid
TruFast DP
7
W
AMON TEAR -OFF)
SYSTEM E. ATTACHED INSULATION,
",6r
ONDbRobOY�R'
System
Insulation Lay r(s)
Base Sheet
Roof Cover (Note 15)
MDP
No.
Deck (Note 1)
Type
Attach
Base
Fasteners
Attach
Base Ply
Cap Ply
(psf)
Polyglass Elastobase, Polyglass
OMG Flat Bottom Plates
Min. 19/32-inch
One or more layers,
Prelim.
Elastobase Poly, Polyglass G2 Base,
(square) with Roofgrip
12-inch o.c. in 4-inch lap and 12-
(Optional) One
SBS-AA,
W-10
plywood at max.
any combination
Attached
CertainTeed Glasbase, Firestone MB
#14, Dekfast Hex with
inch o.c. in two, equally spaced,
or more BP -AA
SBS-TA,
-52.5
24-inch spans
Base, JM Perma-Ply 28, Tamko Glass
Dekfast #14 or TruFast
staggered center rows
or APP-TA
APP-TA
Base or GAFGLAS #75
MP-3 with TruFast HD
Min. 19/32-inch
Dekfast Hex with Dekfast
12-inch o.c. in 4-inch lap and 12-
SBS-SA,
W-11
plywood at max.
One or more layers,
Prelim.
Polyglass Elastobase or Polyglass
#14 or TruFast MP-3 with
ITruFast-HD
inch o.c. in two, equally spaced,
One or more
APP-SA,
-52.5*
24-inch spans
any combination
Attached
Elastobase Poly with poly top surface
—staggered-center rows—
—SBS-SA—
APP-TA
Min. 19/32-inch
12-inch o.c. in 4-inch lap and 12-
(Optional) One
SBS-AA,
W-12
plywood at max.
One or more layers,
Prelim.
Polyglass Elastobase or Polyglass
OMG Flat Bottom Plates
inch o.c. in two, equally spaced,
or more BP -AA
SBS-TA,
-60.0
24-inch spans
any combination
Attached
Elastobase Poly
(square) with Roofgrip #12
staggered center rows
orAPP-TA
APP-TA
Min. 19/32-inch
12-inch o.c. in 4-inch lap and 12-
SBS-SA,
FW_ 13
plywood at max.
One or more layers,
Prelim.
Polyglass Elastobase or Polyglass
OMG Flat Bottom Plates
inch o.c. in two, equally spaced,
One or more
APP-SA,
-60.0 *
24-inch spans
any combination
Attached
Elastobase Poly with poly top surface
(square) with Roofgrip #12
staggered center rows
SBS-SA
SBS-TA or
I
I
I
I APP-TA
I
Exterior Research and Design, U.C. d/b/a Trinity) ERD Evaluation Report A42970.10.12-R2 for FL16027-R2
Certificate of Authorization #9503 6rH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017
Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 6 of 26
F)o
,l TRINITY (ERD
T:
ABLE lE-1 "WOOD DECKS -NEW CbNSTRUCTION oR REROOF (T�►R OFF)
,SYSTEM TYPES "NON -INSULATED MECHANICALLY ATTACHED BASE SHEET; BONDED, ROOF COVER J :"
System
Base Sheet
Roof Cover (Note 15)
MDP
No.
Deck (Note i)
Base
Fasteners
Attach
Base Ply
Cap Ply
(psf)
W-14
Min.15/32-inch
plywood at max. 24-
Polyglass Elastobase
Simplex MAXX Cap
9-inch o.c. at 2-inch lap and 18-inch o.c. in two,
(Optional) BP. -AA or
SBS-AA, SBS-TA
-45.0'
equally spaced, staggered center rows
APP TA
or APP-TA
inch spans
W-15
Min. 15/32-inch
plywood at max. 24-
Polyglass Elastobase
Simplex MAXX Cap
9-inch o.c. at 2-inch lap and 12-inch o.c. in two,
(Optional) BP -AA or
SBS-AA, SBS-TA
-52.5
inch spans
equally spaced, staggered center rows
APP-TA
or APP-TA
Min. 19/32-inch
Polyglass Elastobase, Polyglass Elastobase
(Optional) One or
W-16
plywood at max.
Poly, Polyglass G2 Base, CertainTeed
32 ga., 1-5/8-inch diameter tin caps
8-inch o.c. in 4-inch lap and 8-inch o.c. in three,
more BP -AA or
SBS-AA, SBS-
60.0
24 inch spans
Glasbase, Firestone MB Base, JM Perma-
with it ga. annular ring shank nails
equally spaced, staggered center rows
APP-TA
TA, APP-TA
Ply 28, Tamko Glass Base or GAFGLAS #75
Min.19/32-inch
Polyglass Elastobase or Polyglass
32 ga., 1-5/8-inch diameter tin caps
8-inch o.c. in 4-inch lap and 8-inch o.c. in three,
(Optional) One or
SBS-SA, APP-
W-17
plywood at max.
Elastobase Poly with poly top surface
with 11 ga. annular ring shank nails
equally spaced, staggered center rows
more SBS-SA or
SA, SBS-TA or
60.0
24-inch spans
APP-TA
APP-TA
W-18
Min. 15/32-inch
plywood at max. 24-
Polyglass Elastobase
Simplex MAXX Cap
6-inch o.c. at 2-inch lap and 6-inch o.c. in two,
(Optional) BP -AA or
SBS-AA, SBS-TA
-90.0
inch spans
equally spaced, staggered center rows
APP-TA
or APP-TA
Min. 19/32-inch
Polyglass Elastobase or Polyglass
32 ga., 1-5/8-inch diameter tin caps
4-inch o.c. in 4-inch lap and 4-inch o.c. in four,
(Optional) One or
SBS-SA, APP-
W-19
plywood at max.
Elastobase Poly with poly top surface
with 11 ga. annular ring shank nails.
equally spaced, staggered center rows
more SBS-SA or
SA, 5135-TA or
-97.5
24-inch spans
APP-TA
APP-TA
W-26
Min. 15/32-inch
plywood at max. 24-
Polyglass Elastobase
Simplex MAXX Cap
6-inch o.c. at 2-inch lap and 6-inch o.c. in three,
(Optional) BP -AA or
SBS-AA, SBS-TA
-105.0
equally spaced, staggered center rows
APP-TA
or APP-TA
inch spans
Min.19/32-inch
Polyglass Elastobase or Polyglass
32 ga., 1-5/8-inch diameter tin caps
6-inch o.c. in 4-inch lap and 6-inch o.c. in four,
(Optional) One or
SBS-AA, SBS-
W-21
plywood at max.
Elastobase Poly
with 11 ga. annular ring shank nails
equally spaced, staggered center rows
more BP -AA or
TA, APP-TA
112.5
24-inch spans
APP-TA
Min. 19/32-inch
32 ga., 1-5/8-inch diameter tin caps
SBS-SA, APP-
W-22
plywood at max.
Polyglass Elastobase or Polyglass
with 11 ga. annular ring shank nails.
6-inch o.c. in 4-inch lap and 6-inch o.c. in four,
(Optional) One or
SA, SBS-TA or
-112.5
24-inch spans
Elastobase Polywith of to surface
poly P
Note: Tin caps are to be rimed with
P P
equally spaced, staggered center rows
q Y p gg
more APP-TA
APP-TA
ASTM D41 primer.
Exterior Research and Design, I.I.C. d/b/a Trinity[ERD Evaluation Report A42970.10.12-R2 for FL36027-R2
Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017
Prepared by: Robert Niemirien, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 7 of 26
\J'TRINITY IERD
OFF
j SYSTEM TYPE NON, -INSULATED, BASE BQN?�P�R* CVIa
System
Base Sheet
Roof Cover (Note 15)
MDP
No.
Deck (Note 1)
Base
Fasteners
Attach
Base Ply
Cap Ply
(Pso
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
Glasbase, Firestone MB Base, JM Perma-
or TruFast MP-3 with TruFast HD
center rows
APP-TA
TA, APP-TA
Ply 28, Tamko Glass Base or GAFGLAS #75
Min. 19/32-inch
12-inch o.c. in 4-inch lap and 12-inch
SBS-SA, APP-
W-2
plywood at max.
Polyglass Elastobase or Polyglass
Dekfast Hex with Dekfast #14 or TruFast MP-
o.c. in two, equally spaced, staggered
One or more SBS-
SA, SBS-TA or
-52.5*
Elastobase Poly with poly top surface
3 with TruFast HD
SA
24-inch spans
center rows
APP-TA
Min. 19/32-inch
12-inch o.c. in 4-inch lap and 12-inch
(Optional) one or
Polyglass Elastobase or Polyglass
OMG Flat Bottom Plates (square) with
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.
o.c. in two, equally spaced, staggered
SA, SBS-TA or
Elastobase Poly with poly top surface
Roofgrip #12
SA
24-Inch spans
center rows
APP-TA
TABLE SF WOOD DECKS' NEW
7
CONSTRUCTION NSTRI bkgikppo (Tenn OFF)
,X A
SYSTEMTYP F:Ndk�INSULATEDiONDEb
ER
ROOFCOV�
System
Roof Cover (Note 15)
MDP
No.
Deck
Primer
(Psf)
Joint Treatment
Base Ply
Ply
Cap Ply
Min. 15/32-inch plywood
(Optional) SBS-SA or
SBS-SA, APP-SA, SBS-TA
W-5
(Optional) ASTM D41
None
SBS SA
-90.0
at max. 24-inch spans
APP-TA
orAPP-TA
—Min.-I5/32-inch-plywood—
—Plywoodjoints-are-covered-with-4zinch-wide-strips-of-Tr!Built-SA—
_(OpfionaI)_SB5 SA_o_r
_SBS-SA, _APPSA SBS TA
(Optional) ASTM D41
TriBuiltSASBS Base
97.5
at max. 24-inch spans
.
SBS Base, rolled into place to create continuous bond.
APP-TA
or APP-TA
.
Exterior Research and Design, I.I.C. d/b/a Trinity) ERD Evaluation Report A42970.10.12-R2 for F116027-112
Certificate of Authorization #9503 6"EDITION (2017) FOC NON-HVHZ EVALUATION Revision 2: 09/25/2017
Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 8 of 26
Q"TRINITYI ERD
s
" TABLE 2Ac STEEL OR STRUCTURAL CONCRETE DECKS,. -NEW CONSTRUCTION, REROOF_(TEAR-OFF),OR RECOVER `
„-
,SYSTEM TYPE B; MECHANICALLY°ATTACHED BASE INSULATION, _BONDED TOP, INSULATION, BONDED
rCOVER,
System
Base Insulation Layer
Top Insulation Layer
Roof Cover (Note 15)
MDP
No.
Deck (Note 1)
Type
Fasteners
Attach
Type
Attach
Base Ply
Ply
Cap Ply
(Psf)
Min. 22 ga., type B,
Min.1.5-inch
Dekfast Hex with
Min. 0.75-inch FescoBoard
(Optional if using
SC 1.
Grade 33 steel or
ACFoam II, ENRGY
Dekfast #14, Trufast
with Trufast HD or
z
1 per 2 ft
(homogeneous) or min. 0.5-inch
HA
(Optional if using
AA Base) One or
SBS-AA, SBS-
45.0*
min. 2,500 psi
3, H-Shield or
Structodek High Density
AA Ply) BP -AA
more BP -AA or
TA, APP-TA
structrual concrete
Polytherm
OMG 3 inch Plate
OMG
Fiberboard Roof Insulation
APP-TA
with OMD HDD
Min. 22 ga., type B,
Min. 2-inch
Dekfast Hex with
Min. 0.75-inch FescoBoard
(Optional if using
SC-2.
Grade 33 steel or
ACFoam II, ENRGY
Dekfast #14, Trufast
MP-3 with Trufast HD or
z
1 per 4 ft
(homogeneous) or min. 0.5-inch
HA
(Optional if using
AA Base) One or
SBS-AA, SBS-
45.0*
min. 2,500 psi
3, H-Shield or
Structodek High Density
AA Ply) BP -AA
more BP -AA or
TA, APP-TA
structrual concrete
Polytherm
OMG 3-inch Galv Plate
Fiberboard Roof Insulation
APP-TA
with OMD HD
Min. 22 ga., type B,
Min.1.5-inch
Dekfast Hex with
Min. 0.75-inch FescoBoard
(Optional if using
Grade 33 steel or
1 per 1.33
(homogeneous) or min. 0.5-inch
(Optional if using
AA Base) One or
SBS-AA, SBS-
SC-3.
min. 2,500 psi
ENRGY 3, H-Shield
Dekfast #14 or TruFast
ftz
Structodek High Density
HA
AA Ply) BP -AA
more BP -AA or
TA, APP-TA
-90.0
structrual concrete
or Polytherm
MP-3 with TruFast HD
Fiberboard Roof Insulation
APP-TA
Min. 22 ga., type B,
Min. 1.5 inch
Dekfast Hex with
Min. 0.75-inch FescoBoard
BP -AA (Top surface
One or more
SBS-SA, APP-
SC-4.
Grade 33 steel or
ENRGY 3, H-Shield
Dekfast #14 or TruFast
1 per 1.33
z
(homogeneous) or min. 0.5-inch
HA
primed with ASTM
layers, SBS-SA or
SA, SBS-TA
-90.0
min. 2,500 psi
or Polytherm
MP-3 with TruFast HD
ft
Structodek High Density
D41 primer)
APP-TA
or APP-TA
structrual concrete
Fiberboard Roof Insulation
TABLE 2B.. STEEL ORSTRUCTURAL CONCRETE DECKS --.NEW CONSTRUCTION, REROOF (TEAR OFF),oa RECOVER
a > .. r _
`SYSTEM TYPE C 'MECHANICALLY ATTACHED INSULATION; BONDED ROOF COVER'
System
Base Insulation
Top Insulation Layer
Roof Cover (Note 15)
MDP
No.
Deck (Note i)
Layer
(psf)
Type
Fasteners
Attach
Base Ply
Ply
Cap Ply
Min. 22 ga., type B,
(Optional) One or
(Optional if
(Optional if using AA
SC-5.
Grade 33 steel or
more layers, any
Min. 0.5-Inch SECUROCK Gypsum-
OMG 3-inch Galvalume Steel
1 per 1.78
using AA Ply)
Base) One or more BP-
SBS-AA, SBS-
-75.0
min. 2,500 psi
combination, loose
Fiber Roof Board
Plate with OMG #14 HD
ftz
BP -AA
AA or APP-TA
TA, APP-TA
structrual concrete
laid
Min. 0.5-inch Structodek High
Min. 22 ga., type B,
One or more layers,
Density Fiberboard Roof
Dekfast Galvalume Steel Hex with
(Optional if
(Optional if using AA
SC-6.
Grade 33 steel or
any combination,
Insulation or min. 0.25-inch Dens
Dekfast #12 (steel only) or #14 or
1 per 1.33
using AA Ply)
Base) One or more BP-
SBS-AA, SBS-
-82.5
min. 2,500 psi
loose laid
Deck, Dens Deck Prime or
TruFast MP-3 with TruFast DP
ftz
BP -AA
AA or APP-TA
TA, APP-TA
structrual concrete
SECUROCK Gypsum -Fiber Roof
(steel only) or HD ,
Board
Min. 22 ga., type B,
(Optional)
Dekfast Galvalume Steel Hex with
SBS-AA, SBS-
Grade 33 steel or
One or more layers,
Min. 1.5-inch ENRGY 3, H-Shield
Dekfast #12 (steel only) or #14 or
1 per = .33
SBS SA
(Optional) One or more
TA, SBS-SA,
82 5
SC 7.
min. 2,500 psi
any combination,
or Polytherm
TruFast MP-3 with TruFast DP
ft
SBS-SA or APP-TA
APP-TA, APP-
structrual concrete
loose laid
(steel only) or HD
I
SA
Exterior Research and Design, I.I.C. d/b/a Trinity IERD
Certificate of Authorization #9503
Prepared by: Robert Nieminen, PE-59166
6T" EDITION (2017) FBC NON-HVHZ EVALUATION
TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485
Evaluation Report A42970.10.12-R2 for FL16027-R2
Revision 2: 09/25/2017
Appendix 1, Page 9 of 26
��TRRINITY I ERD
7,
OR STRUCTURAL
.DECI
SYSTEM TY PE D., A EbNSU�A SHEET; 0
_T
NOTE: SU IONI PTt LFQR RECO E1�PP ONS9
j
_A X, N
System
Insulation Layer(s)
Base,Sheet
Roof Cover (Note 15)
MDP
No.
Deck (Note 1)
Type
Attach
Base
Fasteners
Attach
Base Ply
Cap Ply
(psf)
Min. 22 ga., type B,
OMG Flat Bottom Plates (square)
12-inch o.c. in 4-inch lap
One or more
Polyglass Elastobase, Polyglass
(Optional) One or
SC-8.
Grade 33 steel or min.
layers, any
Prelim.
Elastobase Poly or JM Perma-
with Roofgrip #14, Dekfast Hex
and 18-inch o.c. in two,
more BP -AA or APP-
SBS-AA SBS-
-4-1-0*
2,500 psi structrual
combination
Attached
Ply 28
with Dekfast #14 or TruFast MP-3
equally spaced, staggered
TA
TA, APP-TA
concrete
with TruFast HD
center rows
Polyglass Elastobase, Polyglass
Min. 22 ga., type B,
Elastobase Poly, Polyglass G2
OMG Flat Bottom Plates (square)
12-inch o.c. in 4-inch lap
Grade 33 steel or min.
One or more
Prelim.
Base, CertainTeed Glasbase,
with Roofgrip #14, Dekfast Hex
and 12-inch o.c. in two,
(Optional) One or
SBS-AA, SBS-
SC-9.
2,500 psi structrual
layers, any
Attached
Firestone MB Base, JM Perma-
with Dekfast #14 or TruFast MP-3
equally spaced, staggered
more BP -AA or APP-
TA, APP-TA
-52.5
combination
TA
concrete
Ply 28, Tamko Glass Base or
with TruFast HD
center rows
GAFGLAS #75
Min. 22 ga., type B,
One or more
Polyglass Elastobase or
OMG Flat Bottom Plates (square)
12-inch o.c. in 4-inch lap
SBS-SA, APP-
SC-10.
Grade 33 steel or min.
layers, any
Prelim.
Polyglass Elastobase Poly with
with Roofgrip #14, Dekfast Hex
and 12-inch o.c. in two,
One or more SBS-SA
SA, SBS-TA
-5 2.5
2,500 psi structrual
combination
Attached
poly top surface
with Dekfast #14 or TruFast MP-3
equally spaced, staggered
or APP-TA
concrete
with TruFast HD
center rows
Min. 22 ga., type B,
One or more
OMG Flat Bottom Plates (square)
12-inch o.c. in 4-inch lap
(Optional) One or
SC-11.
Grade 33 steel or min.
layers, any
Prelim.
Polyglass Elastobase or
with Roofgrip #12 (steel only) or
and 12-inch o.c. in two,
more BP -AA or APP-
SBS-AA, SBS-
-60.0
2,500 psi structrual
combination
Attached
Polyglass Elastobase Poly
#14
equally spaced, staggered
TA
TA, APP-TA
concrete
center rows
Min. 22 ga., type B,
One or more
Polyglass Elastobase or
OMG Flat Bottom Plates (square)
12-inch o.c. in 4-inch lap
SBS SA, APP
Grade 33 steel or min.
Prelim.
and 12-inch o.c. in two,
SC-12.
2,500 psi structrual
layers, any
Attached
Polyglass Elastobase Poly with
with Roofgrip #12 (steel only) or
equally spaced, staggered
One or more SBS-SA
SA, SBS-TA
-60.0*
combination
poly top surface
#14
or APP-TA
concrete
—center-rows—
Min. 22 ga., type B,
Grade 80 steel or min.
One or more
Prelim.
Dekfast isofast IF-2.375-AT Plates
12-inch o.c. in the 5-inch
SBS-TA, APP-
SC-13.
layers, any
TrlBuilt APP Smooth
(Optional) APP-TA
-82.5
2,500 psi structrual
combination
Attached
with Dekfast #15 HS
wide, heat -welded side lap
TA
concrete
min. 22 ga., type B,
Grade 80 steel or min.
One or more
Prelim.
Trufast 2.4 in. Barbed Seam
12-inch o.c. in the 6-inch
SBS-TA, APP-
SC-14.
2,500 psi structrual
layers, any
Attached
TriBuilt APP Smooth
Plates with Trufast EHD Fasteners
wide, heat -welded side lap
(Optional) APP-TA
TA
-82.5
concrete
combination
Min. 22 ga., type B,
One or more
Dekfast Hex with Dekfast #14 or
12-inch o.c. in the 4-inch
SC-15.
Grade 33 steel or min.
layers, any
Prelim.
TriBullt APP Smooth
OMG Flat Bottom Plates with
lap and 18-inch o.c. in two,
(Optional) BP -AA or
SBS-AA, SBS-
-112.5
2,500 psi structrual
combination
Attached
OMG Roofgrip #14
equally spaced, staggered
APP-TA
TA, APP-TA
concrete
I
I
I center rows
I
Exterior Research and Design, U.C. d/b/a Trinity) ERD . Evaluation Report A42970.10.12-R2 for FL16027-112
Certificate of Authorization #9503 6T"EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017
Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 10 of 26
\JTRINITY (ERD
TABLE,3A: STRUCTURAL CONCRETE DECKS='NEW CONSTRUCTION oR RER60F (TEAR -OFF)
3 . .
SYSTEIVI TYPE" ON, BONDED ROOF COVER; "-
SEE N0� ' FOR BARRIER OPTIONS
System
Base Insulation Layer
Top Insulation Layer
Roof Cover (Note 15)
MDP
No.
Deck
Primer
Type Attach
Type Attach
Base Ply Ply Cap Ply
(Psf)
SELF-ADHERINE; SYSTEMSINITH
. .,>�
°BASE.I NSULATION AND OPTIONAL TOP INSULATION OF THE SAME TYPE;_
_
Structural
(Optional)
Min. 1.5-inch H-Shield or Multi -Max
(Optional) additional layers(s) of
(Optional) One or more
SBS-SA, APP-SA,
C 1
concrete
ASTM D41
FA3
D-IS
base insulation
D-IS
SBS SA
SBS-SA or APP-TA
SBS-TA or APP-TA
67.5
Structural
(Optional)
(Optional) additional layers(s) of
(Optional) One or more
SBS-SA, APP-SA,
C 2
concrete
ASTM D41
Min. 1.5 inch ACFoam II or ENRGY 3
D IS
base insulation
D-IS
SBS-SA
SBS-SA or APP-TA
SBS-TA or APP-TA
135.0
Structural
(Optional) additional layers of base
(Optional) One or more
SBS-SA, APP-SA,
C-3
concrete
None
Min. 1.5-inch, min. 1.5 pcf Insulfoam
D-IS
insulation
D IS
SBS SA
SBS-SA or APP-TA
SBS-TA or APP-TA
157.5
Structural
(Optional) additional layers of base
(Optional) One or more
SBS-SA, APP-SA,
C-4
concrete
None
Min. 1.5-inch, min. 2.0 pcf Insulfoam
OB500
insulation
OB500
SBS SA
SBS-SA or APP-TA
SBS-TA or APP-TA
120.0
Structural
(Optional) additional layers(s) of
(Optional) One or more
SBS-SA, APP-SA,
C-5
concrete
None
Min. 1.5 inch ENRGY 3
OB500
base insulation
OB500
SBS-SA
SBS-SA or APP-TA
SBS-TA or APP-TA
127.5
Structural
(Optional) additional layers(s) of
(Optional) One or more
SBS-SA, APP-SA,
C-6
concrete
None
Min. 1.5-inch ACFoam II or H-Shield
OB500
base insulation
OB500
SBS-SA
SBS-SA or APP-TA
SBS-TA or APP-TA
-150.0
Structural
Min. 1.5-inch ACFoam Il, ENRGY 3, H-
(Optional) additional layers(s) of
(Optional) One or more
SBS-SA, APP-SA,
C-7
concrete
None
Shield or Multi -Max FA3
M-OSFA
base insulation
M-OSFA
SBS-SA
SBS-SA or APP-TA
SBS-TA or APP-TA
-232.5
Structural
(Optional) additional layers of base
(Optional) One or more
SBS-SA, APP-SA,
C 8
concrete
None
Min. 1.5-inch, min. 2.0 pcf Insulfoam
CR-20
insulation
CR-20
SBS-SA
SBS-SA or APP-TA
SBS-TA or APP-TA
-240.0
Structural
Min. 1.5-inch ACFoam ll, ACFoam III,
(Optional) additional layers(s) of
(Optional) One or more
SBS-SA, APP-SA,
C-9
concrete
None
ENRGY 3, H-Shield, H-Shield CG , Multi-
CR-20
base insulation
CR-20
SBS-SA
SBS-SA or APP-TA
SBS-TA or APP-TA
-270.0
Max FA3 or ISO 95+ GL
Structural
OB
(Optional) additional layers(s) of
OB
(Optional) One or more
SBS-SA, APP-SA,
C-10
None
Min. 2-inch ACFoam II or H-Shield
Classic
Classic
SBS-SA
-270.0
concrete
(FULL)
base insulation
(FULL)
SBS-SA or APP-TA
SBS-TA or APP-TA
Structural
Min.1.5-inch ACFoam II, ACFoam III,
(Optional) additional layers(s) of
(Optional) One or more
SBS-SA, APP-SA,
C-11
concrete
ASTM D41
ENRGY 3, H-Shield, H-Shield CG or
HA
base insulation
HA
SBS-SA
SBS-SA or APP-TA
SBS-TA or APP-TA
-480.0
Multi -Max FA3
SELF -ADHERING SYSTEMS WRH BASEiNSULATION AND COVERBOARD
Structural
Min. 0.25-inch SECUROCK Gypsum-
(Optional) One or more
SBS-SA, APP-SA,
C 12
concrete
None
Min. 1.5-inch Multi -Max FA3
D-IS
Fiber Roof Board
D-IS
SBS SA
SBS-SA or APP-TA
SBS-TA or APP-TA
67.5
Structural
Min. 0.25-inch Dens Deck, Dens
(Optional) One or more
SBS-SA, APP-SA,
C-13
concrete
None
Min. 1.5-inch, min. 2.0 pcf Insulfoam
D-IS
Deck Prime
D-IS
SBS SA
SBS-SA or APP-TA
SBS-TA or APP-TA
120.0
Structural
Min. 2-inch ACFoam II, ENRGY-3 or H-
Min. 0.25-inch SECUROCK Gypsum-
(Optional) One or more
SBS-SA, APP-SA,
C 14
concrete
None
Shield
D IS
Fiber Roof Board
D-IS
SBS SA
SBS-SA or APP-TA
SBS-TA or APP-TA
247.5
Structural
Min. 0.25-inch Dens Deck, Dens
(Optional) One or more
SBS-SA, APP-SA,
C-15
concrete
None
Min. 1.5 inch ENRGY 3
OB500
Deck Prime
OB500
SBS SA
SBS-SA or APP-TA
SBS-TA or APP-TA
127.5
Exterior Research and Design, I.I.C. d/b/a Trinity IERD Evaluation Report A42970.10.12-R2 for FL16027-RZ
Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017
Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 11 of 26
F)o
�I TRINITY1ERD
TABLE3A $TRUCTURALCONCRETEDECKS-NEW CONSTRUCTIONoRREROOF(TEAR-OF_F)
3
` SYSTEM TYPE A 1 BONDED INSULATION, BONDED ROOFCOVER
$EE NOTE 16 FOR VAPOR BARRIER ORTIONS
.zq
System
Base Insulation Layer
Top Insulation Layer
Roof Cover (Note 15)
MDP
No.
Deck
Primer
Type
Attach
Type
Attach
Base Ply
Ply
Cap Ply
(psf)
Structural
Min. 1.5-inch ACFoam II, H-Shield or
Min. 0.25-inch Dens Deck, Dens
(Optional) One or more
SBS-SA, APP-SA,
C-16
None
OB500
OB500
SBS-SA
-150.0
concrete
ISO 95+GL
Deck Prime
SBS-SA or APP-TA
SBS-TA or APP-TA
Structural
Min. 2-inch ACFoam II, ENRGY-3 or H-
Min. 0.25-inch SECUROCK Gypsum-
(Optional) One or more
SBS-SA, APP-SA,
C 17
concrete
None
Shield
OB500
Fiber Roof Board
OB500
SBS SA
SBS-SA or APP-TA
SBS-TA or APP-TA
247.5
Structural
Min. 1.5-inch ACFoam II, ENRGY 3, H-
Min. 0.25-inch SECUROCK Gypsum-
(Optional) One or more
SBS-SA, APP-SA,
C-18
concrete
None
Shield or Multi -Max FA3
M-OSFA
Fiber Roof Board
M-OSFA
SBS-SA
SBS-SA or APP-TA
SBS-TA or APP-TA
232.5
Structural
Min. 2-inch ACFoam ll, ENRGY-3 or H-
Min. 0.25-inch SECUROCK Gypsum-
(Optional) One or more
SBS-SA, APP-SA,
C-19
concrete
None
Shield
M-OSFA
Fiber Roof Board
M-OSFA
SBS SA
SBS-SA or APP-TA
SBS-TA or APP-TA
247.5
C-20
Structural
None
Min. 1.5-inch, min. 2.0 pcf Insulfoam
CR-20
Min. 0.25-inch Dens Deck, Dens
CR-20
SBS-SA
(Optional) One or more
SBS-SA, APP-SA,
-240.0
concrete
Deck Prime
SBS-SA or APP-TA
SBS-TA or APP-TA
Min.1.5-inch Ultra -Max or Multi -Max
Structural
FA-3, min. 1.3-inch ACFoam III or min.
Min. 0.25-inch SECUROCK Gypsum-
(Optional) One or more
SBS-SA, APP-$A,
C-21
concrete
None
1.0-inch ISO 95+GL, H-Shield, H-Shield
CR-20
Fiber Roof Board
CR-20
SBS SA
SBS-SA or APP-TA
SBS-TA or APP-TA
240.0
CG or ENRGY 3
Structural
Min. 2-inch ACFoam II, ENRGY-3 or H-
Min. 0.25-inch SECUROCK Gypsum-
(Optional) One or more
SBS-SA, APP-SA,
C 22
concrete
None
Shield
CR-20
Fiber Roof Board
CR-20
SBS-SA
SBS-SA or APP-TA
SBS-TA or APP-TA
247 5
Structural
OB
Min. 0.25-inch SECUROCK Gypsum-
OB
(Optional) One or more
SBS-SA, APP-SA,
C-23
concrete
None
Min. 2-inch ACFoam II or H-Shield
Classic
Fiber Roof Board
Classic
SBS-SA
SBS-SA or APP-TA
SBS-TA or APP-TA
-350.0
(FULL)
(FULL)
Structural
Min. 1.5-inch ACFoam II, ACFoam III,
Min. 0.25-inch SECUROCK Gypsum-
(Optional) One or more
SBS-SA, APP-SA,
C-24
concrete
ASTM D41
ENRGY 3, H-Shield, H-Shield CG or
HA
-Fiber-Roof-Board
HA
SBS-SA
-SBS=SA or APP-T
-SBS7A or APP=TA
-350.0-
-Multl;Mz x FA3
"`ASPHALT AND/ORTORCHAPPLIEOSYSTEMS "' �`�'.•"'
. ...
.`�?,"'" ;
#"`"
_
Structural
Min. 0.25-inch SECUROCK Gypsum-
(Optional) One or more
C 25
concrete
None
Min. 2-inch ACFoam II or H-Shield
D-IS
Fiber Roof Board
D-IS
BP -AA
BP -AA
SBS-AA
225.0
Structural
Min. 0.25-inch SECUROCK Gypsum-
(Optional) One or more
C-26
None
Min. 2 inch ACFoam II or H Shield
D-IS
D-IS
APP-TA
APP TA
232.5
concrete
Fiber Roof Board
APP-TA
Structural
Min. 0.25-inch SECUROCK Gypsum-
(Optional) One or -more
C 27
None
Min. 2-inch ACFoam II or H-Shield
OB500
OB500
BP -AA
SBS-AA
-225.0
concrete
Fiber Roof Board
BP -AA
Structural
Min. 0.25-inch SECUROCK Gypsum-
(Optional) One or more
C 28
concrete
None
Min. 2-inch ACFoam II or H-Shield
OB500
Fiber Roof Board
OB500
APP-TA
APP-TA
APP-TA
-232.5
Structural
Min. 0.25-inch SECUROCK Gypsum
(Optional) One or more
C-29
concrete
None
Min. 2-inch ACFoam II or H-Shield
M-OSFA
Fiber Roof Board
M-OSFA
BP -AA
BP AA
SBS AA
225.0
Structural
Min. 0.25-inch SECUROCK Gypsum-
(Optional) One or more
C-30
concrete
None
Min. 2-inch ACFoam II or H-Shield
M-OSFA
Fiber Roof Board
M-OSFA
APP-TA
APP-TA
APP-TA
-232.5
Exterior Research and Design, I.I.C. d/b/a Trinity) ERD Evaluation Report A42970.10.12-132 for FL16027-R2
Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017
Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 12 of 26
-,.1 TRINITY ERD
TABLE 3Ac' STRUCTURAL CONCRETE DECKS— NEW CONSTRUCTION OR REROOF'(TEAR—OFF)
,SYSTEM TYPE A 1. BONDED INSULATION, BONDED ROOFCOVER„
" NOTE 1;6 FOR VAPOR BARRIER OPTIONS
Sit
System
Base Insulation Layer
Top Insulation Layer
Roof Cover (Note 15)
MDP
No.
Deck
Primer
Type
Attach
Type
Attach
Base Ply
Ply
Cap Ply
(psf)
Min. 1.5-inch Ultra -Max or Multi -Max
Structural
FA-3, min. 1.3-inch ACFoam III or min.
Min. 0.25-inch SECUROCK Gypsum-
(Optional) One or more
C-31
concrete
None
1.0-inch ISO 95+GL, H-Shield, H-Shield
CR-20
Fiber Roof Board
CR 20
BP -AA
BP -AA
SBS-AA
225.0
CG or ENRGY 3
Min. 1.5-inch Ultra -Max or Multi -Max
Structural
FA-3, min.1.3-inch ACFoam III or min.
Min. 0.25-inch SECUROCK Gypsum-
(Optional) One or more
C 32
concrete
None
1.0-inch ISO 95+GL, H-Shield, H-Shield
CR-20
Fiber Roof Board
CR 20
APP TA
APP TA
APP TA
232.5
CG or ENRGY 3
C-33
Structural
None
(Optional) Min. 2-inch ACFoam II or H-
OB
Classic
Min. 0.25-inch SECUROCK Gypsum-
OB
Classic
BP -AA
(Optional) One or more
SBS-AA
-225.0
concrete
Shield
(FULL)
Fiber Roof Board
(FULL)
BP -AA
Structural
(Optional) Min. 2-inch ACFoam II or H-
OB
Min. 0.25-inch SECUROCK Gypsum-
OB
(Optional) One or more
C-34
concrete
None
Shield
Classic
Fiber Roof Board
Classic
APP-TA
APP-TA
APP-TA
-232.5
(FULL)
(FULL)
Structural
Min.1.5-inch ACFoam II, ACFoam III,
Min. 0 inch SECUROCK Gypsum-
(Optional) One or more
C-35
concrete
ASTM D41
ENRGY 3, H-Shield, H-Shield CG or
HA
of Board
Fiber Roof
o
HA
BP AA
BP -AA
SBS-AA
-225.0
Multi -Max FA3
Structural
Min. 1.5-inch ACFoam II, ACFoam III,
Min. 0.25-inch SECUROCK Gypsum-
(Optional) One or more
C-36
concrete
ASTM D41
ENRGY 3, H-Shield, H-Shield CG or
HA
Fiber Roof Board
HA
APP-TA
APP TA
APP-TA
-232.5
Multi -Max FA3
(Optional if
(Optional if using AA
C-37
Structural
ASTM D41
Min. 0.75-inch FescoBoard
HA
None
N/A
using AA Ply)
Base) One or more BP-
SBS-AA, SBS-TA,
-277.5
concrete
(homogeneous)
One or more
APP-TA
BP -AA
AA or APP-TA
(Optional if
Structural
Min. 1.5-inch ACFoam II, ACFoam III,
using AA Ply)
(Optional if using AA
SBS-AA, SBS-TA,
C-38
ASTM D41
ENRGY 3, H-Shield, H-Shield CG or
HA
Min. 0.75-inch Fesco Board
HA
Base) One or more BP-
-290.0
concrete
Multi -Max FA3
One or more
O
AA or APP-TA
APP-TA
(Optional if
(Optional if using AA
C 39
Structural
ASTM D41
Min. 0.5-inch Structodek High Density
HA
None
N/A
using AA Ply)
Base) One or more BP-
SBS-AA, SBS-TA,
285.0
concrete
Fiberboard Roof Insulation
One or more
AA or APP-TA
APP TA
BP AA
(Optional if
Structural
Min. 1.5=inch ACFoam II, ACFoam III,
Min. 0.5-inch Structodek High
using AA Ply)
(Optional if using AA
SBS-AA, SBS-TA,
C 40
ASTM D41
ENRGY 3, H-Shield, H Shield CG or
HA
HA
Base) One or more BP-
480.0
concrete
Density Fiberboard Roof Insulation
One or more
APP-TA
Multi -Max FA3
BP -AA
AA or APP-TA
Exterior Research and Design, LLC. d/b/a Trinity) ERD Evaluation Report A42970.10.12-R2 for FL36027-R2
Certificate of Authorization #9503 e" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017
Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 13 of 26
TRINITY I ERD
DECKS`;,TABLE 3A STRUCTURAL CONCRETE
BONDED
E FORwVAPO0ARRIER;OPTIONS
System
Base Insulation Layer
Top Insulation Layer
Roof Cover (Note 15)
MDP
No.
Deck
Primer
Type
Attach
Type
Attach
Base Ply
Ply
Cap Ply
(Pso
(Optional if
Min. 1.5-Inch ACFoam 11, ACFoam 111,
(Optional if using AA
Structural
using AA Ply)
SBS-AA, SBS-TA,
C-41
ASTM D41
ENRGY 3, H-Shield, H-Shield CG or
HA
Min. 0.25-inch Dens Deck Prime
HA
Base) One or more BP-
-480.0
concrete
Multi -Max FA3
One or more
AA or APP-TA
APP-TA
BP -AA
(Optional if
(Optional if Using AA
Structural
using AA Ply)
SBS-AA, SBS-TA,
C-42
ASTM D41
Min. 0.25-Inch Dens Deck Prime
HA
None
N/A
Base) One or more BP-
-510.0
concrete
One or more
AA or APP-TA
AP.P-TA
BP -AA
TABLE 3B ,'' TWd,6RALb6NdRft -6k& NEWStkbdlPNb,iih t 660
06 SYSTEM TYFEFN04*Su 36BASH60NDE 0 FQ AR"�f"`
System No. Deck Primer Roof Cover (Note IS) MDP
Base Ply Ply Cap Ply (Psf)
C-43 Structural concrete ASTM D41 SBS-SA (Optional) SBS-SA or APP-TA SBS-SA, APP-SA, SBS-TA or APP-TA -315.0
F C-44 Structural concrete ASTM D41 BP -AA (Optional if using asphalt applied Ply) (Optional if using asphalt applied Base) BP -AA or APP-TA SBS-AA, SBS-TA, APP-TA 622.5
Exterior Research and Design, LLC. d/b/a Trinity[ ERD Evaluation Report A42970.10.12-R2 for FL16027-RZ
Certificate of Authorization #9503 6rH EDITION (2017) FBC NON-HVIHIZ EVALUATION Revision 2: 09/25/2017
Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 14 of 26
,-JI RINITY ERD
TABLE"4A: LIGHTWEIGHT CONCRETE DECKS —NEW CONSTRUCTION 0R,REROOF (TEAR=OFF) ,
9 ,
SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER
System
Deck
Lightweight
Base Insulation Layer
Coverboard
Roof Cover (Note 15)
MDP
Type Attach
Type Attach
Base Ply Ply Cap Ply
No.
(Note 1)
Concrete (Note 14)
(Psf)
SELF -ADHERING SYSTEMS WITH BASE INSULATION AND OPTIONALTOP INSULATION OF THE.SAML'TYPE:,
_ — _ _ .
Structural
Min. 200 psi, min 2-
(Optional) Additional
(Optional) One or
SBS-SA, APP-
LWC 1
Min.1,5 inch, min. 2.0 pcf Insulfoam
OB500
OB500
SBS-SA
120.0
concrete
inch Elastizell
layers of base insulation
more SBS-SA
SA
(Optional) One or
SBS-SA, APP-
Structural
Min. 200 psi, min 2-
Min. 1.5-inch ACFoam II, ENRGY 3, ISO 95+ GL
(Optional) Additional
LWC-2
concrete
inch Elastizell
or H-Shield
013500
layers of base insulation
OB500
SBS-SA
more SBS-SA or
SA, SBS-TA
-225.0
APP-TA
or APP-TA
Structural
Min. 200 psi, min.
(Optional) Additional
(Optional) One or
SBS-SA, APP-
LWC 3
concrete
2-inch Elastizell
Min. 2.0 pcf Insulfoam
CR 20
layers of base insulation
CR-20
SBS-SA
more SBS-SA
SA
180.0
Structural
Min. psi, min.
Min. 1.5-inch ACFoam II, ACFoam III, ENRGY 3,
(Optional) Additional
(Optional) One or
SBS-SA, APP-
LWC-4
ISO 95+ GL, H-Shield, H-Shield CG, Multi -Max
CR-20
CR-20
SBS-SA
more SBS-SA or
SA, SBS-TA
-180.0
concrete
2-Inch Elastizell
layers of base insulation
FA3
APP-TA
or APP-TA
Structural
Min. 200 psi, min.
(Optional) Additional
(Optional) One or'.
SBS-SA, APP-
LWC-5
concrete
2-inch Celcore or
Min. 2.0 pcf Insulfoam
CR-20
layers of base insulation
CR-20
SBS-SA
more SBS-SA
SA
222.5
Mearlcrete
Structural
Min. 200 psi, min.
Min. 1.5-inch ACFoam II, ACFoam III, ENRGY 3,
(Optional) Additional
(Optional) One or
SBS-SA, APP-
LWC-6
2-inch Celcore or
ISO 95+GL, H-Shield, H-Shield CG, Multi -Max
CR-20
CR-20
SBS-SA
more SBS-SA or
SA, SBS-TA
-222.5
concrete
Mearlcrete
FA3
layers of base insulation
APP-TA
or APP-TA
SELF -ADHERING SYSTEMS WITH BASEJNSULATION ANDC OVERBOARD
_ . ... _ .. ... ...A .. ".. .. a, _ _ .. _
Structural
Min. 200 psi, min 2-
Min. 0.25-inch SECUROCK
(Optional) One or
SBS-SA, APP-
LWC-7
concrete
inch Elastizell
Min. 1.5-inch, min. 2.0 pcf Insulfoam
OB500
Gypsum -Fiber Roof Board
OB500
SBS-SA
more SBS-SA or
SA, SBS-TA
-120.0
APP-TA
or APP-TA
Structural
Min. 200 psi, min 2-
Min.1.5-inch ACFoam II, ENRGY 3, ISO 95+ GL
Min. 0.25-inch SECUROCK
(Optional) One or
SBS-SA, APP-
LWC-8
concrete
inch Elastizell
or H-Shield
OB500
Gypsum -Fiber Roof Board
OB500
SBS-SA
more SBS-SA or
SA, SBS-TA
-225.0
APP-TA
or APP-TA
Structural
Min. 200 psi, min.
Min. 1.5-inch ACFoam II, ACFoam III, ENRGY 3,
Min. 0.25-inch SECUROCK
(Optional) One or
SBS-SA, APP-
LWC-9
ISO 95+ GL, H-Shield, H-Shield CG, Multi -Max
CR-20
CR-20
SBS-SA
more SBS-SA or
SA, SBS-TA
-180.0
concrete
2-inch Elastizell
FA3 or min. 2.0 pcf Insulfoam
Gypsum Fiber Roof Board
APP-TA
or APP-TA
Min. 200 psi, min.
Min.1.5-inch ACFoam II, ACFoam III, ENRGY 3,
(Optional) One or
SBS-SA, APP-
structural
Min. 0.25-inch SECUROCK
LWC-10
concrete
2-inch Celcore or
ISO 95+ GL, H-Shield, H-Shield CG, Multi -Max
CR-20
Gypsum -Fiber Roof Board
CR-20
SBS-SA
more SBS-SA or
SA, SBS-TA
-222.5
Mearlcrete
FA3 or min. 2.0 pcf Insulfoam
APP-TA
or APP-TA
.:
'ASPHALT AND/OBTORCH APPLIED SYSTEMS
(Optional) One or
Strudural
Min. 200 psi, min 2-
Min. 1.5-inch ACFoam II, ENRGY 3, ISO 95+ GL
Min. 0.25-inch SECUROCK
BP�'
SBS-AA, SBS-
LWC-11
concrete
inch Elastizell
or H-Shield
OB500
Gypsum -Fiber Roof Board
OB500
APP-TA
more BP -AA or APP-
TA, APP-TA
_225.0
TA
Structural
Min. 200 psi, min.
Min.1.5-inch ACFoam II, ACFoam III, ENRGY 3,
Min. 0.25-inch SECUROCK
BP -AA
(Optional) One or
SBS-AA, SBS-
LWC-12
concrete
2-inch Elastizell
ISO 95+ GL, H-Shield, H-Shield CG, Multi -Max
CR-20
Gypsum -Fiber Roof Board
CR-20
APP-TA
more BP -AA or APP-
TA, APP-TA
-180.0
FA3 or min. 2.0 pcf Insulfoam
TA
Exterior Research and Design, I.I.C. d/b/a Trinity( ERD Evaluation Report A42970.10.12-R2 for FL16027-112
Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017
Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 15 of 26
NEW It TABLE 4A LIGHT` kldkfed ekETEDECKS,- 0NStkI1Jdl0Nok:RER60F'(Tt4F FF
MTy' bEQ� 4s U I ROOF COVER.
n �BONOEO",RO
System
Deck
Lightweight
Base Insulation Layer
Coverboard
Roof Cover (Note 15)
MDP
Type
Attach
Type
Attach
Base Ply
Ply
cap Ply
No.
(Note 1)
Concrete (Note 14)
(psf)
Min. 200 psi, min.
Min. 1.5-inch ACFoam 11, ACFoam III, ENRGY 3,
(Optional) One or
Structural
Min. 0.25-inch SECUROCK
BP -AA,
SBS-AA,SBS-
LWC-13
2-inch Celcore or
ISO 95+ GL, H-Shield, H-Shield CG, Multi -Max
CR-20
CR-20
more BP -AA or APP_
I
-222.5
concrete
Gypsum -Fiber Roof Board
APP-TA
TA, APP-TA
MearIcrete
. FA3 ormin. 2.0pcfInsuIfoarn
TA
m�
nXI,
SYSTEM TYPE*CALL ATTACHED BONDED iNsULATIOMACNDED R OFCOVE FC
System
Deck
Lightweight
Anchor Sheet
Base Insulation
Top Insulation
Roof Cover (Note 15)
MDP
Type
Fasteners
1
Attach
Type
Attach
Type
Attach
Base Ply
Ply
Cap Ply
No.
(Note 1)
Concrete (Note 14)
(Psf)
Min. 1.5-inch
7-inch o.c. at
(Optional) Min.
Thermaroof Composite,
Min. 22 ga.,
4-Inch lap and
1.5-Inch
Polytherm Composite or
(Optional if
Type B,
Min. 300 psi
(Optional if
using AA Base)
LWC-14
vented steel
Approved
GAFGLAS
OMG CR
7-inch o.c. in
ACFoam 11, H-
HA
min. 0.5-inch Structodek
HA
using AA Ply)
One or more
SBS-AA, SBS-
-45.0
at max. 5 ft
cellular LWC
#75
BSF
two, equally
Shield, Multi-
High Density Fiberboard
BP -AA
BP -AA or APP-
TA, APP-TA
spaced center
Max FA3 or
Roof Insulation or min.
spans
rows
Polytherm
0.75-inch FescoBoard
TA
I
I
(homogeneous)
7-inch o.c. at
Min. 22 ga.,
4-inch lap andGAFGLAS
Min. 1.5-inch
Type B,
Min. 300 psi
ACFoam 11, H-
(Optional) One
SBS-SA, APP-
LWC-15
vented steel
Approved
OMG CR
7-inch o.c. in
Shield, Multi-
HA
None
N/A
SBS-SA
or more SBS-SA
SA, SBS-TA
-45.0
at max. 5 ft
cellular LWC
#75
BSF
two, equally
Max FA3 or
_or_APP=TA-
-spans
—spaced-center—
Polytherm
—or-APP--TA
rows
Exterior Research and Design, U.C. d/b/a Trinity) ERD Evaluation Report A42970.10.12-R2 for FL16027-112
Certificate of Authorization #9503 EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017
Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 16 of 26
\-.! TRINITY I ERD
TABLE4C:-LIGHTWEIGHT CONCRETE DECKS = NEW CONSTRUCTION ,ORRER00F(TEAR-OFF)
SYSTEM TYPE E.'MECHANICALLY ATTACHED BASE SHEET; BONDED ROOF=COVER
Base Sheet (Note A below)
Roof Cover (Note 15)
System
Deck
Lightweight Concrete (Note 14)
MDP
IPsfl
Type
No.
(Note 1)
Fasteners
Attach
Base Ply
Cap Ply
(Note A)
`GENERIC' CELLULAR'LIGHTWEIGHi1NSULATINGCONCRETE
a
4 -_-
Min. 300 psi, min. 2-inch thick cellular
Min. 22 ga., type B steel
LWC. Note: To qualify the LWIC under this
7-inch o.c. in a 3-inch lap and 7-inch o.c. in
(Optional)
SBS-AA, APP-
LWC-16
at max 5 ft spans or
assembly, an OMG CR BPF shall achieve
B3
OMG CR BPF
two, equally spaced, staggered rows in the
One or more
TA
-45.0
structural concrete
an average withdrawal of 53 Ibf when
field of the sheet
BP -AA
tested per TAS 105 orANSI/SPRI FX-1
CELCORii CELLULAR
LIGHTwildti INSU EATING CONCRETE:
Min. 0.0179-inch
Tensilform S-75 or min.
Trufast FM-90 or
8-inch o.c. in a 3-inch lap and 16-inch o.c. in
One or more
LWC-17
0.0205-inch Tensilform
Min. 200 psi, min. 2-inch thick Celcore
B1, B2, B3 or B7
OMG CR BPF
two, equally spaced, staggered rows in the
BP AA
SBS-AA
-37.5
75 at max. 5 ft spans or
field of the sheet
structural concrete
Min. 22 ga., type B steel
Trufast FM-90 or
7-inch o.c. in a 3-inch lap and 7-inch o.c. in
One or more
LWC-18
at max 5 ft spans or
Min. 200 psi, min. 2-inch thick Celcore
Bl through B12
OMG CR BPF
two, equally spaced, staggered rows in the
BP AA
SBS-AA
-45.0
structural concrete
field of the sheet
Min. 26 ga., type HF
BS, 62, B3, 134,
9-inch o.c. in a 3-inch lap and 9-inch o.c. in
One or more
LWC-19
steel at max 5 ft spans
Min. 225 psi, min. 2-inch thick Celcore MF
B7, 68, BSO, B31
OMG CR BPF
two, equally spaced, staggered rows in the
BP AA
SBS-AA
-45.0
or structural concrete
or 612
field of the sheet
Min. 22 ga., type B steel
B1, 62, B3, 134,
7-inch o.c. in a 3-inch lap and 14-inch o.c. in
One or more
LWC-20
at max 6 ft spans or
Min. 225 psi, min. 2-inch thick Celcore MF
87, 68, B30, B11
OMG CR BPF
two, equally spaced, staggered rows in the
BP AA
SBS-AA
-45.0
structural concrete
orB12
field of the sheet
Min. 22 ga., type B steel
Bi, 62, B3, 84,
9-inch o.c. in a 3-inch lap and 9-inch o.c. in
One or more
LWC-21
at max 6 ft spans or
Min. 225 psi, min. 2-inch thick Celcore MF
B7, B8, B10, B11
OMG CR BPF
two, equally spaced, staggered rows in the
BP AA
SBS-AA
-45.0
structural concrete
or B12
field of the sheet
Min. 22 ga., type B steel
Trufast Twin Loc-
9-inch o.c. in a 4-inch lap and 18-inch o.c. in
One or more
SBS-AA, SBS-
LWC-22
at max 5 ft spans or
Min. 225 psi, min. 2-inch thick Celcore MF
B1 or B2
Nail
two, equally spaced, staggered rows in the
BP -AA or APP-
TA or APP-TA
-45.0
structural concrete
field of the sheet
TA
Min. 22 ga., type B steel
62 (with poly-
Trufast Twin Loc-
9-inch o.c. in a 4-inch lap and 18-inch o.c. in
One or more
SBS-SA, APP-
LWC-23
at max 5 ft spans or
Min. 225 psi, min. 2-inch thick Celcore MF
film top surface)
Nail
two, equally spaced, staggered rows in the
SBS-SA or
SA, SBS-TA
-45.0
structural concrete
field of the sheet
APP-TA
or APP-TA
Min. 22 ga., type B steel
8-inch o.c. in a 4-inch lap and 8-inch o.c. in
BP -AA or APP-
SBS-AA, SBS-
LWC-24
at max 5 ft spans or
Min. 300 psi, min. 2-inch thick Celcore MF
B2
Trufast FM-90
three equally spaced, staggered center rows
TA
TA or APP-TA
-60.0
structural concrete
Min. 22 ga., type B steel
62 (with poly-
8-inch o.c. in a 4-inch lap and 8-inch o.c, in
One or more
SBS-SA, APP-
LWC-25
at max 5 ft spans or
Min. 300 psi, min. 2-inch thick Celcore MF
film top surface)
Trufast FM-90
three equally spaced, staggered center rows
SBS-SA or
SA, SBS-TA
-60.0
structural concrete
APP-TA
or APP-TA
Exterior Research and Design, I.I.C. d/b/a Trinity(ERD Evaluation Report A42970.30.12-R2 for FL36027-112
Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017
Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 17 of 26
-,.I TRINITY JERD
TABLE 4C LIGHTWEIGHT CONCRETE DECKS NEW CONSTRt1CT10N oit REROQF (TEARrOFF)
TYPE E ;MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF;COVER
ISYSTEM
Base Sheet (Note A below)
Roof Cover (Note 15)
System
Deck
Lightweight Concrete (Note 14)
MOP
Type
(Note i)
Fasteners
Attach
Base Ply
Cap Ply
(psf)
(Note A)
Min. 22 ga., type B steel
7-inch o.c. in a 3-inch lap and 7-inch o.c. in
LWC-26
at max 5 ft spans or
Min. 300 psi, min. 2-inch thick Celcore
Bl through B12
Trufast FM-90 or
two, equally spaced, staggered rows in the
One or more
-AA
SBS-AA
-75.0
structural concrete
OMG CR BPF
field of the sheet
BP
Min. 22 ga., type B steel
Polyglass
10-inch o.c. in a 4-inch lap and 10-inch o.c. in
(Optional) BP-
SBS-AA, SBS-
LWC-27
at max 5 ft spans or
Min. 300 psi, min. 2-inch thick Celcore MF
Elastobase Poly
Trufast FM-260
three equally spaced, staggered center rows
AA or APP-TA
TA, APP-TA
-90.0
structural concrete
EWSTRELLGELLULARLIGHi1NEfGHT.INSULA
,. ..
, ,. INGCONR
- _
CETE.. ..
Min. 0.0179-inch
Tensilform S-75 or min.
Min. 200 psi, min. 2-inch thick Elastizell
Trufast FM-90 or
7.5-inch o.c. in a 3-inch lap and 7.5-inch o.c.
One or more
SBS-r A, SBS-
LWC-28
0.0205-inch Tensilform
BS through B12
in two, equally spaced, staggered rows in the
BP -AA or APP-
-30.0
75 at max. 5 ft spans or
Range II
OMG CR BPF
field of the sheet
TA
TA or APP-TA
structural concrete
Min. 0.0179-inch
Tensilform S-75 or min.
Min. 200 psi, min. 2-inch thick Elastizell
82 (with poly-
Trufast FM-90 or
7.5-inch o.c. in a 3-inch lap and 7.5-inch o.c.
One or more
SBS-SA, APP-
LWC-29
0.0205-inch Tensilform
Range II
film top surface)
OMG CR BPF
in two, equally spaced, staggered rows in the
SBS-SA or
SA, SBS-TA
-30.0
75 at max. 5 ft spans or
field of the sheet
APP-TA
or APP-TA
structural concrete
Min. 22 ga., type B steel
Min. 200 psi, min. 2-inch thick Elastizell
Trufast FM-90 or
7-inch o.c. in a 3-inch lap and 7-inch o.c. in
One or more
SBS-AA, SBS-
LWC-30
at max 5 ft spans or
B1 through B12
two, equally spaced, staggered rows in the
BP -AA or APP-
-45.0
structural concrete
Range II
OMG CR BPF
field of the sheet
TA
TA or APP-TA
Min. 22 ga., type B steel
Min. 200 psi, min. 2-inch thick Elastizell
B2 (with per=
Trufast FM 90_or
7-inch o.c. in a 3-inch lap and 7-inch o.c. in
One
One or more
SBS-SA, APP-
_I,WC_31—
_atmax5_ft.spans.or
Range II
film top surface)
OMG CR BPF
two, equal y spaced, staggered rows in the
or
SA, SBS-TA
-45.0
structural concrete
field of the sheet
APP-TA
or APP-TA
Min. 22 ga., type B steel
Min. 350 psi, min. 2-inch thick Elastizell
Trufast Twin Loc-
6-inch o.c. in a 4-inch lap and 6-inch o.c. in
SBS-AA, SBS-
LWC-32
at max 5 ft spans or
with Zell -Crete Fibers, supple -mentally
B2
Nails (min.1.8-
three, equally spaced, staggered rows in the
One or more
TA, SBS-SA,
-60.0
structural concrete
attached with Roofgrip #21 and 3-inch
inch)
field of the sheet
BP -AA
APP-TA or
plates at 1 per 8 ft2
APP-SA
Min. 350 psi, min. 2-inch thick Elastizell
Min. 22 ga., type B steel
with Zell -Crete Fibers, supple -mentally
62 (with poly-
Trufast Twin Loc-
6-inch o.c. in a 4-inch lap and 6-inch o.c. in
SBS-SA or
SBS-SA, APP-
LWC-33
at max 5 ft spans or
Nails (min.1.8-
three, equally spaced, staggered rows in the
SA, SBS-TA
-60.0
attached with Roofgrip #21 and 3-inch
film top surface)
APP-TA
structural concrete
inch)
field of the sheet
or APP-TA
plates at 1 per 8 ft2
-SMEARLCRETECELLULARI.IGHTWEIG.HTINSULATING,CONCR_ETE„
„
Min. 24 ga., type B steel
7.5-inch o.c. in a 3-inch lap and 10-inch o.c.
Trufast FM-90 or
One or more
LWC-34
at max 5 ft spans or
Min. 200 psi, min. 2-inch thick Mearlcrete
B3 through B12
in two, equally spaced, staggered rows in the
SBS-AA
-30.0
structural concrete
OMG CR BPF
field of the sheet
BP AA
Exterior Research and Design, U.C. d/b/a Trinity I ERD Evaluation Report A42970.10.12-R2 for FL36027-R2
Certificate of Authorization #9503 eH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017
Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 18 of 26
\I TRINI7YIERD
TABLE 4Ce'LIGHTVVEIGHT CONCRETE DECKS` -NEW CONSTRUCTION oR'REROOF (TEAR -OFF)
r
SYSTEMTYPE'E 'MECHANICALLY,ATTACHED" BASE SHEET, BONDEDROOF"COVER P'
Base Sheet (Note A below)
Roof Cover (Note 15)
System
Deck
Lightweight Concrete (Note 14)
MDP
Type
No.
(Note 1)
Fasteners
Attach
Base Ply
Cap Ply
(Pso
(Note A)
Min. 22 ga., type B steel
Trufast FM-90 or
7-inch o.c. in a 4-inch lap and 7-inch o.c. in
One or more
SBS-AA, SBS-
LWC-35
at max 5 ft spans or
Min. 300 psi, min. 2-inch thick Mearlcrete
B1, B2 or B12
OMG CR BPF
two, equally spaced, staggered rows in the
BP -AA or APP-
TA or APP-TA
-45.0
structural concrete
field of the sheet
TA
Min. 22 ga., type B steel
62 (with poly-
Trufast FM-90 or
7-inch o.c. in a 4-inch lap and 7-inch o.c. in
One or more
SBS-SA, APP-
LWC-36
at max 5 ft spans or
Min. 300 psi, min. 2-inch thick Mearlcrete
film top surface)
OMG CR BPF
two, equally spaced, staggered rows in the
SBS-SA or
SA, SBS-TA
-45.0
structural concrete
field of the sheet
APP-TA'
or APP-TA
Min. 22 ga., type B steel
B1, B2, B3, B7 or
Trufast FM-90 or
7-inch o.c. in a 4-inch lap and 7-inch o.c. in
One or more
SBS-AA, SBS-
LWC-37
at max 5 ft spans or
Min. 300 psi, min. 2-inch thick Mearlcrete
B11
OMG CR BPF
two, equally spaced, staggered rows in the
BP -AA or APP-
TA or APP-TA
-52.5
structural concrete
I
field of the sheet
TA
Min. 22 ga., type B. steel
B2 (with poly-
Trufast FM-90 or
7-inch o.c. in a 4-inch lap and 7-inch o.c. in
One or more
SBS-SA, APP-
LWC-38
at max 5 ft spans or
Min. 300 psi, min. 2-inch thick Mearlcrete
film top surface)
OMG CR BPF
two, equally spaced, staggered rows in the
SBS-SA or
SA, SBS-TA
-52.5
structural concrete
field of the sheet
APP-TA
or APP-TA
A. Base Sheets options are coded as follows:
➢ 131: Polyglass G2 Base; 62: Polyglass Elastobase or Polyglass Elastobase Poly; 133: GAFGLAS #75; 134: GAFGLAS Stratavent Noiloble Venting Bose Sheet; 135: GAFGLAS Ply 4; B6: GAFGLAS FlexPly 6; 137: JM Perma Ply
No. 28; 138: JM Vensulation; B9: JM GlasPly IV; B10: JM GlasPly Premier; B11: Tamko Glass -Bose; B12: Tamko Vapor -Chan
Exterior Research and Design, LLC. d/b/a Trinity[ERD
Certificate of Authorization #9503
Prepared by: Robert Nieminen, PE-59166
C" EDITION (2017) FBC NON-HVHZ EVALUATION
TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485
Evaluation Report A42970.10.12-R2 for FL16027-R2
Revision 2: 09/25/2017
Appendix 1, Page 19 of 26
\,1 TRINITY (ERD
' " � �-' `,,> �' ' � y„,° ,� ,TABLE 5A CEMENTITIOUS 1NOOD FIBER DECKS NEW CONSTRUCTIQN oR RERQOF. TEnR-OFF
, ,: „
s
SYSTEM TY?E 1 INSULATION, BONDED ROOF COVER`
A BONDED
System
Deck
Base Insulation Layer
Top Insulation Layer
Roof Cover (Note 15)
MDP
No.
(Note 1)
Type
Attach
Type
Attach
Base Ply
Ply
Cap Ply
(psf)
Min. 1.5-inch ACFoam II,
Min. 0.25-inch Dens Deck, Dens Deck Prime,
(Optional) One or
Min. 2.5-inch Tectum
D-I5 or
SECUROCK Gypsum -Fiber Roof Board or min. 0.5-
D-IS or
SBS-AA, SBS-TA,
CWF-1
Plank or Tectum LS Plank
ISO ld,
OB500
inch Structodek High Density Fiberboard Roof
OB500
BP -AA
more BP AA or APP-
APP-TA
45.0
therm, ENRGH-ShI
Polytherm, ENRGY-3
TA
Insulation
Min. 1.5-inch ACFoam II,
(Optional) One or
CWF-2
Min. 2.5-inch Tectum
ISO 95+GL, H-Shield,
D-IS or
Min. 0.25-inch Dens Deck, Dens Deck Prime,
D-IS or
SBS-SA or
more SBS-SA or
SBS-TA, SBS-SA,
-45.0
Plank or Tectum LS Plank
OB500
SEW ROCK Gypsum -Fiber Roof Board
OB500
APP-TA
APP-TA, APP-SA
Polytherm, ENRGY-3
APP-TA
Min. 1.5-inch ACFoam II,
Min. 0.25-inch Dens Deck, Dens Deck Prime,
(Optional) One or
CWF-3
Min. 2.5-inch Tectum
ISO 95+GL, H-Shield,
CR-20
SECUROCK Gypsum -Fiber Roof Board or min. 0.5-
CR-20
BP -AA
more BP -AA or APP-
SBS-AA, SBS-TA,
-52.5
Plank or Tectum LS Plank
Polytherm, ENRGY-3
inch Structodek High Density Fiberboard Roof
TA
APP-TA
Insulation
Min. 1.5-inch ACFoam II,
(Optional) One or
CWF-4
Min. 2.5-inch Tectum
ISO 95+GL, H-Shield,
CR-20
Min. 0.25-inch Dens Deck, Dens Deck Prime,
CR-20
SBS-SA or
more SBS-SA or
SBS-TA, SBS-SA,
52.5
Plank or Tectum LS Plank
SECUROCK Gypsum -Fiber Roof Board
APP TA
APP TA, APP-SA
Polytherm, ENRGY-3
APP-TA
Exterior Research and Design, LLC. d/b/a Trinity) ERD Evaluation Report A42970.10.12-R2 for FL16027-RZ
Certificate of Authorization #9503 d"EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017
Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 20 of 26
C)o
,J I RINITY (ERD
` TABLE 56. ,CEMENTITIOUS WOOD FIBER DECKS NEW CONSTRUCTION, OR REROOF (TEAk-OFF)
- SYSTEM TYPE A-2:' MECHANICALLY ATTACHED ANCHOR -SHEET, BONDED INSULATION, BONDED ROOF WER ,
System
Deck
Anchor Sheet
Base Insulation
Top Insulation
Roof Cover (Note 15)
MDP
No.
(Note 1)
Type
Fastener
Attach
Type
Attach
Type
Attach
Base Ply
Ply
Cap Ply
(psf)
Min. 1.5-inch
Min. 0.25-inch Dens Deck, Dens
Min. 2.5-inch
Polyglass
9-inch o.c. in 4-inch
ACFoam II, ACFoam
Deck Prime, SECUROCK Gypsum-
(Optional)
Elastobase,
Trufast
lap and 12-inch o.c.
Fiber Roof Board, Min. 0.75-inch
SBS-AA,
CWF-5
Tedum Plank
Polyglass
Inuldek
in two, equally
III, H-
HA
FescoBoard (homogeneous) or
HA
BP -AA
One more
SBS-TA,
-30.0*
or Tedum LS
Elastobase Poly,
Loc-Nail
spaced, staggered
ENRGY
Shield, ENRGY 3,
ShieISOld,
min. 0.5-inch Structodek High
BP -AA or
A
APP-TA
Plank
Polyglass G2 Base
center rows
Polyor Multi-
Density Fiberboard Roof
APP-TA
Ferm
Max FA3
Max
Insulation
Polyglass
9-inch o.c. in 4-inch
Min.1.5-inch
Min. 2.5-inch
Elastobase,
Trufast
lap and 12-inch o.c.
ACFoam II, ACFoam
Min. 0.25-inch Dens Deck, Dens
SBS-SA
(Optional)
SBS-TA,
CWF-6
Tectum Plank
Polyglass
Inuldek
in two, equally
III, ISO95+GL, H-
HA
Deck Prime, SECUROCK Gypsum-
HA
or APP-
One or more
SBS-SA,
-30.0*
or Tectum LS
Elastobase Poly,
Loc Nail
spaced, staggered
Shield, ENRGY 3,
Fiber Roof Board
TA
SBS-SA or
APP-TA,
Plank
Polytherm or Multi
APP-TA
APP-SA
Polyglass G2 Base
center rows
Max FA3
Min. 1.5-inch
Min. 0.25-inch Dens Deck, Dens
Min. 2.5-inch
Polyglass
9-Inch o.c. in 4-inch
ACFoam II, ACFoam
Deck Prime, SECUROCK Gypsum-
(Optional)
Elastobase,
Trufast
lap and 18-inch o.c.
Fiber Roof Board, Min. 0.75-inch
SBS-AA,
CWF-7
Tectum Plank
Polyglass
Twin
in two, equally
III, ISO95+GL, H-
HA
FescoBoard (homogeneous) or
HA
BP -AA
One or more
SBS-TA,
-45.0*
or Tectum LS
Elastobase Poly,
Loc-Nail
spaced, staggered
Shield, ENRGY 3,
min. 0.5-inch Strudodek High
BP -AA or
APP-TA
Plank
Polyglass G2 Base
center rows
Polytherm or Multi-
Density Fiberboard Roof
APP-TA
Max FA3
Insulation
Polyglass
9-inch o.c. in 4-inch
Min.1.5-inch
Min. 2.5-inch
Elastobase,
Trufast
lap and 18-inch o.c.
ACFoam II, ACFoam
Min. 0.25-inch Dens Deck, Dens
SBS-SA
(Optional)
SBS-TA,
CWF-8
Tedum Plank
Polyglass
Twin
in two, equally
III, ISO95+GL, H-
HA
Deck Prime, SECUROCK Gypsum-
HA
or APP-
One or more
SBS-SA,
-45.0*
or Tectum LS
Elastobase Poly,
Loc-Nail
spaced, staggered
Shield, ENRGY 3,
Fiber Roof Board
TA
SBS-SA or
APP-TA,
Plank
Polytherm or Multi-
APP-TA
APP-SA
Polyglass G2 Base
center rows
Max FA3
Exterior Research and Design, U.C. d/b/a Trinity( ERD
Certificate of Authorization #9503
Prepared by: Robert Nieminen, PE-59166
e" EDITION (2017) FBC NON-HVHZ EVALUATION
TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485
Evaluation Report A42970.10.12-R2 for FL16027-RZ
Revision 2: 09/25/2017
Appendix 1, Page 21 of 26
a
.
TABLE 5C `CEMENTITIOUS WOODFIBER DECKS-:NEW`CONSTRUCTION 'REROOF. TeAR OFF oR RECOVER
err',: -„., ,. , �,,,. ' r
SYSTEMTYPEB MECHANICALLY ATTACHED INSULATION;,,BONDEDTOP.INSULATION,BOfYDEDROOF:COVER
r;'„ p BASE
_ ,. _ ., ..., ems. s, ..
System
Base Insulation Layer
Top Insulation Layer
Roof Cover (Note 15)
MDP
No.
Deck (Note i)
(Psf)
Type
Fasteners
Attach
Type
Attach
Base Ply
Ply
Cap Ply
Min. 2.5-inch
Min. 2-inch H-
OMG Polymer GypTec Plate
Min. 0.5-inch Structodek
(Optional using
(Optional if using AA
SBS-AA,
CWF-9
Tectum Plank or
Shield or
with Polymer GypTec orTruFast
1 per 4 ft2
High Density Fiberboard
HA
Base) One or more BP -AA
SBS-TA,
-45.0•
Tectum LS Plank
Polytherm
TL 3 in. Plate with TL Fastener
Roof Insulation
AA Ply) BP -AA
or APP-TA
APP-TA
TABLE SD GEMENTITIOUS WOOD FIBER DECKS NEW CONSTRUCTION, RER00F TepR OFF oR RECOVER
SYSTEM TYPE C. MECHAN( ((t 'ATTACHED`INSULATION, BONDuED ROOF;COVEW__
System
Top Insulation Layer
Roof Cover (Note 15)
MDP
Deck (Note i)
Base Insulation Layer
Type
Fasteners
Attach
Base Ply
Ply
Cap Ply
No.
(Pso
(Optional) One or
Min. 0.25-inch Dens Deck, Dens Deck Prime
- Min. 2.5-inch
(Optional if using AA
SBS-AA,
WF-10
Tectum Plank or
more layers, any
or SECUROCK Gypsum -Fiber Roof Board or
Trufast Twin Loc-Nails
2
1 per 2 ft
(Optional if using
Base) One or more BP -AA
SBS-TA,
-45.0y
Tectum LS Plank
combination, loose
min. 0.5-inch Structodek High Density
(min. 1-inch embedment)
AA Ply) BP -AA
or APP-TA
APP-TA
laid
Fiberboard Roof Insulation
- TABLE 5E `,'CEMENTITIOUS-WOOD ABER&CA-NEW CONSTRUCTION'oR REROOF TeAR-OFF
,SYSTEM TYPE E NON -INSULATED, MECHANICALLY ATTACHED,BASE SHEET, BONDED RO,OFCOVER,:
System
Base Sheet
Roof Cover (Note 15)
MDP
No.
Deck (Note i)
(Psf)
Base
Fasteners
Attach
Base Ply
Cap Ply
Min. 2.5-inch Tectum Plank
Polyglass Elastobase, Polyglass Elastobase
Trufast Inuldek
9-inch o.c. in 4-inch lap and 12-inch o.c. in two,
(Optional) One or
SBS-AA, SBS-TA,
CWF-11
orTectum LS Plank
Poly, Polyglass G2 Base
Loc-Nail
equally spaced, staggered center rows
more BP -AA or APP-TA
APP-TA
30.0
FF-12Min.
2.5-inch Tectum Plank
Polyglass Elastobase, Polyglass Elastobase
Trufast Twin Loc-
_9Aac ch-o.c.-inA-inch-lap-and-18-inch-o -in-two—
-(Optional) One or
SBS-AA, SBS-TA,
„
F-12
orTectum LS_P1ank
-Poly,-Polyglass-G2-Base
Nails
equally spaced, staggered center rows
more BP -AA or APP-TA
APP-TA
Exterior Research and Design, I.I.C. d/b/a Trinity IERD Evaluation Report A42970.10.12-R2 for FL16027-RZ
Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017
Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 22 of 26
F)o
`1 TRINITY I ERD
TABLE 6A GYPSUM DECKS- REROOF (TEAR OFF) :
:': SYSTEM TYP,EA-1: BONDED INSULATION, BONDED ROOF COVER
System
Base Insulation Layer
Top Insulation layer
Roof Cover (Note 15)
MDP
No.
Deck (Notes 1 & 12)
(Psq
Type
Attach
Type
Attach
Base Ply
Ply
Cap Ply
G-1
Existing, sound poured gypsum
Min. 2.0 pcf, Insulfoam
OB500
(Optional) additional layers(s) of base
OB500
SBS-SA
(Optional) One
SBS-SA, APP-SA
-112.5
or gypsum plank deck
insulation
or more SBS-SA
(Optional) One
G-2
Existing, sound poured gypsum
Min. 1.5-inch ACFoam II, ENRGY 3 or
OB500
(Optional) additional layers(s) of base
OB500
SBS-SA
or more SBS-SA
SBS-SA, APP-SA,
-112.5
or gypsum plank deck
H-Shield
insulation
or APP-TA
SBS-TA or APP-TA
G 3
Existing, sound poured gypsum
Min. 1.5-inch ACFoam II, ENRGY 3 or
OB500
Min. 0.25-inch SECUROCK Gypsum-
OB500
SBS-SA
(Optional) One
or more SBS-SA
SBS-SA, APP-SA,
112.5
or gypsum plank deck
H-Shield or min. 2.0 pcf, Insulfoam
Fiber Roof Board
or APP-TA
SBS-TA or APP-TA
(Optional) additional layers(s) of base
(Optional) One
G-4
Existing, sound poured gypsum
Min. 1.5-inch ACFoam II, ENRGY 3,
M-OSFA
insulation and/or min. 0.25-inch
M-OSFA
SBS-SA
or more SBS-SA
SBS-SA, APP-SA,
-202.5
or gypsum plank deck
H-Shield or Multi -Max FA3
SECUROCK Gypsum -Fiber Roof Board
or APP-TA
SBS-TA or APP-TA
G-5
Existing, sound poured gypsum
Min. 1.5-inch, min. 2.0 pcf Insulfoam
CR-20
(Optional) additional layers of base
CR-20
SBS-SA
(Optional) One
SBS-SA, APP-SA
-240.0
or gypsum plank deck
insulation
or more SBS-SA
(Optional) One
G-6
Existing, sound poured gypsum
Min. 1.5-inch, min. 2.0 pcf Insulfoam
CR-20
Min. 0.25-inch SECUROCK Gypsum-
CR-20
SBS-SA
or more SBS-SA
565-SA, APP-SA,
-240.0
or gypsum plank deck
Fiber Roof Board
or APP-TA
SBS-TA or APP-TA
(Optional
(Optional if using
Existing, sound poured gypsum
Min. 0.25-inch Dens Deck, Dens
if using
AA Base) One or
SBS-AA, SBS-TA,
G-7
or gypsum plank deck
Deck Prime SECUROCK Gypsum-
CR-20
None
N/A
AA Ply)
more BP -AA or
APP-TA
245.0
ard
Fiber Roof Board
BP -AA
APP-TA
Existing, sound poured gypsum
Min. 1.5-inch ACFoam II, ACFoam III,
(Optional) additional layers(s) of base
(Optional) One
565-SA, APP-SA,
G-8
ENRGY 3, H-Shield, H-Shield CG or
CR-20
insulation and/or min. 0.25-inch
CR-20
SBS-SA
or more SBS-SA
-257.5
or gypsum plank deck
Multi -Max FA3
SECUROCK Gypsum -Fiber Roof Board
or APP-TA
SBS TA or APP-TA
Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report A42970.10.12-R2 for FL16027-RZ
Certificate of Authorization #9503 C" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017
Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 23 of 26
4TRINITYIE'Rb
GYPSUM Dk-ks-- kgRpbF#
NICAL A H U T N �BONDED RO "!Ly,'� HI( 6 6�S BONDED INS'' LA' 60CdVER SYSTEM7,YPE �C"A N HEET�
Anchor Sheet
Base Insulation
Top Insulation
Roof Cover (Note IS)
System
Deck
MDP
Type
Fasteners
Attach
Type
Attach
Type
Attach
Base Ply
Ply
Cap Ply
No.
(Note 1)
(psf)
(Note 11)
9-inch o.c. in 4-
Min. 1.5-inch
Min. 0.25-inch Dens Deck, Dens
Existing, sound
Polyglass
Trufast FM-
inch lap and 18-
ACFoam 11, ACFoam
Deck Prime, SECUROCK Gypsum-
(Optional)
poured gypsum
Elastobase,
75 or FM-
inch o.c. In two,
III, ISO95+GL, H-
Fiber Roof Board, Min. 0.75-inch
One or more
SBS-AA,
G-9
or gypsum
Polyglass
90 or Twin
equally spaced,
Shield, ENRGY 3,
HA
FescoBoard (homogeneous) or
HA
BP -AA
BP -AA or
SBS-TA,
-45.0*
plank deck
Elastobase Poly,
Loc-Nails
staggered center
Polytherm or Multi-
min. 0.5-inch Structodek High
APP-TA
APP-TA
Polyglass G2 Base
Density Fiberboard Roof
rows
Max FA3,
Insulation
'E 6C -GYPSUM DECKS RERQqF (TEAR 0 TABLE FFWbR k6DWR
7
MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER
System
Deck (Note 1)
Base Insulation
Top Insulation Layer
Roof Cover (Note IS)
MDP
Type
Fasteners (Note 11)
Attach
Base Ply
Ply
Cap Ply
No.
Layer
(Psq
(Optional) One or
Min. 0.25-inch Dens Deck, Dens Deck
Existing sound
more layers, any
Prime or SECU ROCK Gypsum -Fiber
Trufast Twin Loc-
2
(Optional if
(Optional if using AA Base) One
SBS-AA, SBS-
G-10
poured gypsum or
combination, loose
Roof Board or min. 0.5-inch
Nails (min. 1-inch
I per 2 ft
using AA Ply)
or more BP -AA or APP-TA
TA, APP-TA
-45.0*
gypsum plank deck
laid
Structodek High Density Fiberboard
embedment)
BP -AA
Roof Insulation
_7
RikOOF &EAR64)24-'
SYSTEM TYPE E: NON'iNSuiArb)' MECHANICALLY ATTACHED. BASE SHEEt;".B6NIJED'ROOF COVER
System
Base Sheet
Roof Cover (Note 15)
MDP
No.
Deck (Note 1)
Base
Fasteners (Note 11)
Attach
Base Ply
Cap Ply
(Psf)
Existing sound poured
Polyglass Elastobase, Polyglass Elastobase
Trufast FM-75 or FM-90 or
9-inch o.c. in 4-inch lap and 18-inch o.c. in
(Optional) One or more
SBS-AA SBS-TA,
G-11
gypsum or gypsum
Poly, Polyglass G2 Base
Twin Loc-Nails
I
two, equally spaced, staggered center rows
BP -AA or APP-TA
APP-TA
-45.0*
plank deck
Exterior Research and Design, LLC. d/b/a Trinity) ERD Evaluation Report A42970.10.12-R2 for FL16027-R2
Certificate of Authorization #9503 eH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017
Prepared by: Robert Nleminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-148S Appendix 1, Page 24 of 26
F)o
�l TRINITY I ERD
TABLE7A: RECOVERAPPLICATIONS_
SYSTEM TYPE A-1: BONDED INSULATION; BONDED ROOF COVER'
System
Base Insulation Layer
Top Insulation Layer
Roof Cover (Note 15)
MDP
No.
Substrate
Type
Attach
Type
Attach
Base Ply
Ply
Cap Ply
(psf)
Existing
(Optional) additional layers(s) of base
(Optional) One or more
SBS-SA, APP-SA,
R-1
asphaltic roof
Min. 1.5-inch Multi -Max FA3
D-IS
insulation and/or min. 0.25-inch
D-IS
SBS-SA
SBS-SA or APP-TA
SBS-TA or APP-TA
-67.5
SECUROCK Gypsum -Fiber Roof Board
Existing
(Optional) additional layers(s) of base
(Optional) One or more
R 2
asphaltic roof
Min. 2.0 pcf Insulfoam
D-IS
insulation
D-IS
SBS-SA
SBS-SA
SBS-SA, APP-SA
-90.0
Existing
Min.1.5-inch ACFoam II or ENRGY 3 or min.
Min. 0.25-inch SECUROCK Gypsum -Fiber
(Optional) One or more
SBS-SA, APP-SA,
R-3
asphaltic roof
2.0 pcf Insulfoam
D-IS
Roof Board
D-IS
SBS-SA
SBS-SA or APP-TA
SBS-TA or APP-TA
-90.0
Existing
(Optional) additional layers(s) of base
(Optional) One or more
SBS-SA, APP-SA,
R-4
Min.1.5-inch ACFoam II or ENRGY 3
D-IS
insulation and/or min. 0.25-inch
D-IS
SBS-SA
-90.0
asphaltic roof
SECUROCK Gypsum -Fiber Roof Board
SBS-SA or APP-TA
SBS-TA or APP-TA
Existing
(Optional) additional layers of base
(Optional) One or more
R-5
asphaltic roof
Min.1.5-inch, min. 2.0 pcf Insulfoam
OB500
insulation
OB500
SBS-SA
SBS-SA
SBS-SA, APP-SA
-120.0
R-6
Existing
Min.1.5-inch, min. 2.0 pcf Insulfoam
OB500
Min. 0.25-inch SECUROCK Gypsum -Fiber
OB500
SBS-SA
(Optional) One or more
SBS-SA, APP-SA,
-120.0
asphaltic roof
Roof Board
SBS-SA or APP-TA
SBS-TA or APP-TA
Existing
Min. 1.5-inch ACFoam II, ENRGY 3 or H-
(Optional) additional layers(s) of base
(Optional) One or more
SBS-SA, APP-SA,
R-7
OB500
insulation and/or min. 0.25-inch
OB500
SBS-SA
-127.5
asphaltic roof
Shield
SECUROCK Gypsum -Fiber Roof Board
SBS-SA or APP-TA
SBS-TA or APP-TA
Existing
Min. 1.5-inch ACFoam II, ENRGY 3, H-
M-
(Optional) additional layers(s) of base
M-
(Optional) One or more
SBS-SA, APP-SA,
R 8
insulation and/or min. 0.25-inch
SBS SA
157.5
asphaltic roof
Shield or Multi -Max FA3
OSFA
SECUROCK Gypsum -Fiber Roof Board
OSFA
SBS-SA or APP-TA
SBS-TA or APP-TA
R 9
Existing
Min. 2.0 pcf Insulfoam
CR-20
(Optional) additional layers(s) of base
CR-20
SBS-SA
(Optional) One or more
SBS-SA, APP-SA
240.0
asphaltic roof
insulation
SBS-SA
Existing
Min. 0.25-inch SECUROCK Gypsum -Fiber
(Optional) One or more
SBS-SA, APP-SA,
R-10
asphaltic roof
Min. 2.0 pcf Insulfoam
CR-20
Roof Board
CR-20
SBS-SA
SBS-SA or APP-TA
SBS-TA or APP-TA
_240.0
Min.1.5-inch Ultra -Max or Multi -Max FA-3,
(Optional) additional layers(s) of base
R-11
Existing
min. 1.3-inch ACFoam III or min. 1.0-inch
CR-20
insulation and/or min. 0.25-inch
CR-20
SBS-SA
(Optional) One or more
SBS-SA, APP-SA,
-240.0
asphaltic roof
ISO 95+GL, H-Shield, H-Shield CG or ENRGY
SECUROCK Gypsum -Fiber Roof Board
SBS-SA or APP-TA
SBS-TA or APP-TA
3
Existing
(Optional) additional layers(s) of base
(Optional) One or more
SBS-SA, APP-SA,
R-12
asphaltic roof
Min. 2-inch ACFoam II, ENRGY-3 or H-Shield
CR-20
insulation and/or min. 0.25-inch
CR-20
SBS-SA
SBS-SA or APP-TA
SBS-TA or APP-TA
-247.5
SECUROCK Gypsum -Fiber Roof Board
Existing
Min. 0.25-inch Dens Deck, Dens Deck
BP -AA SBS-
(Optional) One more
SBS-AA, SBS-TA or
R-13
asphaltic roof
Min.1.5-inch Multi -Max FA3
D-IS
Prime or SECUROCK Gypsum -Fiber Roof
D-IS
SA, APP-TA
BP -AA or APP-TA
APP-TA
-67.5
Board
Existing
Min.1.5-inch ACFoam II or ENRGY 3 or min.
Min. 0.25-inch Dens Deck, Dens Deck
BP -AA SBS-
(Optional) One or more
SBS-AA, SBS-TA or
R-14
D-IS
Prime or SECUROCK Gypsum -Fiber Roof
D-IS
_g0.0
asphaltic roof
2.0 pcf Insulfoam
Board
SA, APP-TA
BP -AA or APP-TA
APP-TA
Exterior Research and Design, I.I.C. d/b/a Trinity I ERD Evaluation Report A42970.10.12-R2 for FL16027-R2
Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017
Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 25 of 26
\! TRINITY J ERD
�. TABLE7A RECOVER CA
' ; ;; SYSTEM TYPEAA I ,BONDED INSULATION, B0 DED ROOF COVER '
System
Base Insulation Layer
Top Insulation Layer
Roof Cover (Note 15)
MDP
No.
Substrate
(psf)
Type
Attach
Type
Attach
Base Ply
Ply
Cap Ply
Existing
Min.1.5-inch ACFoam II, ENRGY 3, H-Shield
Min. 0.25-inch Dens Deck, Dens Deck
BP -AA SBS-
(Optional) One or more
SBS-AA, SBS-TA or
R-15
asphaltic roof
or ISO 95+GL
OB500
Prime or SECUROCK Gypsum -Fiber Roof
OB500
SA, APP-TA
BP -AA or APP-TA
APP-TA
_127.5
Board
Existing
Min.1.5-inch ACFoam II, ENRGY 3, H-Shield
M-
Min. 0.25-inch SECUROCK Gypsum -Fiber
M-
BP -AA SBS-
(Optional) One or more
SBS-AA, SBS-TA or
R-16
asphaltic roof
or Multi -Max FA3
OSFA
Roof Board
OSFA
SA, APP-TA
BP -AA or APP-TA
APP-TA
157.5
Min. 1.5-inch Ultra -Max or Multi -Max FA-3,
Existing
min. 1.3-inch ACFoam III or min. 1.0-inch
Min. 0.25-inch SECUROCK Gypsum -Fiber
(Optional) One or more
R-17
asphaltic roof
ISO 95+GL, H-Shield, H-Shield CG or ENRGY
CR-20
Roof Board
CR-20
BP -AA
BP -AA
SBS-AA
-225.0
3 or min. 2.0 pcf Insulfoam
Min. 1.5-inch Ultra -Max or Multi -Max FA-3,
Existing
min.1.3-inch ACFoam III or min. 1.0-inch
Min. 0.25-inch SECUROCK Gypsum -Fiber
(Optional) One or more
R-18
asphaltic roof
ISO 95+GL, H-Shield, H-Shield CG or ENRGY
CR-20
Roof Board
CR-20
APP-TA
APP-TA
APP-TA
-232.5
3 or min. 2.0 pcf Insulfoam
-�" ,
-7ABLE76: RECOVER APPLICATIONS*,;,.
SYSTEM TYPE F NCIN-INSULATE D,:BOND IED BASE SHEET, BONDED,ROOFCOVER
System
Deck
Primer
Roof Cover (Note 15)
MDP
Base Ply
Ply
Cap -Ply
No.
P( Sf)
R-19
Existing
asphaltic roof
ASTM D41
BP -AA (Optional if using asphalt applied Ply)_
_(Optional -if usin gasphat aipplied Base) BP -AA or APP-TA
SBS-AA, SBS-TA, APP-TA
45.0
Exterior Research and Design, I.I.C. d/b/a Trinity( ERD Evaluation Report A42970.10.12-R2 for FL16027-R2
Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017
Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 26 of 26
i
M11A1Nl t
� - MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
Gardner Asphalt Corporation
4161 W. 7" Avenue
Tampa, FL. 33605
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product
or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the
manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use
of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is
determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements
of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: Gardner Underlayments
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for
sales; advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of
this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA 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 NOA revises NOA# 15-0707.09 and consists of pages 1 through 5.
The submitted documentation was reviewed by Alex Tigera.
NOA: 17-0427.10
Expiration Date: 03/28/18
Approval Date: 08/31/17
Page 1 of 5
ROOFING COMPONENT APPROVAL
Category: Roofing
Sub -Category: Underlayment
Material: Asphalt
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
Test Product
Product Dimensions Specification Description
APOCjuff"Felf26i (36"_ x`.72.' roles ASTIYI'D 226"Type I� sphalt_Satur�a ed`Felt underlayrn__ 12}
f11^inntirivio Square #30;1
(Location91,
United FGUR20 36" x 72' rolls ASTM D 226 Type II Asphalt Saturated Felt underlayment, 2
Manufacturing square #30.
Location #1, 2
APOC Tuff -Felt 46 36" x 144' rolls ASTM D 226 Type I Asphalt Saturated Felt underlayment, 4
Manufacturing square # 15.
Location 91, 2
United FGUR10 36" x 144' rolls ASTM D 226 Type I Asphalt Saturated Felt underlayment, 4
Manufacturing square # 15.
Location #1, 2
United FGUR70 18" x 72' rolls ASTM D 226 Type II Asphalt Saturated Felt underlayment, 1
Manufacturing square #30.
Location #1, 2
GatorSkin 42" x 285.8' rolls ASTM D 226 Type II Synthetic roof underlayment comprised
Manufacturing of layers of polyolefin film.
Location 43
Weather -Armor CX-L 37.25" x 145' rolls ASTM D 226 Type II High strength hybrid underlayment
Manufacturing comprised of two layers of polyolefin and
Location #3 polyester synthetic fabric with a thin layer
of modified bitumen between the two
plies.
Weather -Armor SB-1 36" x 65' 8" rolls ASTM D 1970 Glass fiber reinforced, polymer modified
Manufacturing asphalt, granulated self -adhered
Location #4 underlayment.
Weather -Armor HV 39" x 65' 8" rolls ASTM D 1970 60-mils thick (nominally), self -adhering
Manufacturing membrane composed of elastic polymers,
Location #4 bitumen, glass reinforcements and a cross
laminated sheet surfacing.
NOA: 17-0427.10
Expiration Date: 03/28/18
Approval Date: 08/31/17
Page 2 of 5
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
Test Product
Product Dimensions Specification Description
Weather -Armor FT3 39" x 65' 8" rolls TAS 103 60-mils thick (nominally), self -adhering
Manufacturing membrane composed of elastic polymers,
Location #4 bitumen polyester and glass
reinforcement.
MANUFACTURING LOCATIONS:
1. Tacoma, WA.
2. Eutaw, AL.
3. Hangzhou, China.
4. Springville, AL.
EVIDENCE SUBMITTED:
Test Agency Test Identifier
Test Name/Report
Date
PRI Construction Materials GGI-100-02-01
ASTM D 226
06/22/12
Technologies GGI- 10 1-02-01
ASTM D 226
06/22/12
GGI-132-02-01
ASTM D 226
04/28/15
GGI-176-02-01
ASTM D 226
09/26/16
GGI-178-02-01
ASTM D 1970
10/25/16
GGI-194-02-01
ASTM D 1970
08/04/17
GGI-196-02-01
TAS 103
08/08/17
APPROVED ASSEMBLIES:
Deck Type 1: Wood, Non -insulated
Deck Description: 19/32" or greater plywood or wood plank
System E(1): Anchor sheet mechanically fastened to deck.
Anchor Sheet: One or more plies of APOC Tuff -Felt 26, United FGUR20, United FGUR70, GatorSkin, or
Weather -Armor CX-L with a minimum 4" headlap and a 6" end lap mechanically fastened to
deck with approved nails and tin caps 6 inches o.c. minimum at all laps and three staggered
rows fastened at 12 inches o.c. minimum in the field of the roll. Nails shall be driven flush and
90 degrees to the roof deck.
Surfacing: Shall be acceptable for use in approved asphaltic shingles, wood shakes, & shingles, quarry
slate, metal roof applications, and as an anchor sheet in roof tile applications. Must Comply with
applicable Roofing Application Standards and Building Codes.
NOA: 17-0427.10
Expiration Date: 03/28/18
Approval Date: 08/31/17
Page 3 of 5
Deck Type 1: Wood, Non -insulated
Deck Description: 19/32" or greater plywood or wood plank
System E(2): Anchor sheet mechanically fastened to deck.
Anchor Sheet: Minimum 2 plies or more of APOC Tuff -Felt 46, or United FGUR10 with a minimum 19"
headlap and a 6" end lap mechanically fastened to deck with approved nails and tin caps 6
inches o.c. minimum at all laps and three staggered rows fastened at 12 inches o.c. minimum in
the field of the roll. Nails shall be driven flush and 90 degrees to the roof deck.
Surfacing: Shall be acceptable for use in approved asphaltic shingles, wood shakes, & shingles, quarry
slate, metal roof applications, and as an anchor sheet in roof tile applications. Must Comply with
applicable Roofing Application Standards and Building Codes.
Deck Type 1: Wood, Non -insulated
Deck Description: 19/32" or greater plywood or wood plank
System E(3): Anchor sheet mechanically fastened to deck, membrane adhered.
Anchor Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626 with a minimum 4" headlap and a
6" end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the side lap
edge and in a grid pattern spaced 12" o.c. in the field of the roll.
Membrane: One or more plies of Weather -Armor SB-1, or Weather -Armor HT self -adhering membrane
adhered to the anchor sheet with a minimum 3" headlap and 6" end lap.
Surfacing: Shall be acceptable for use in approved asphaltic shingles, wood shakes, & shingles, quarry
slate, and metal roof applications. Must Comply with applicable Roofing Application Standards
and Building Codes.
Deck Type 1: Wood, Non -insulated
Deck Description: 19/32" or greater plywood or wood plank
System E(4): Anchor sheet mechanically fastened to deck, membrane adhered.
Anchor Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626 with a minimum 4" headlap and a
6" end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the side lap
edge and in a grid pattern spaced 12" o.c. in the field of the roll.
Membrane: One or more plies of Weather -Armor FT' self -adhering membrane adhered to the anchor sheet
with a minimum 3" headlap and 6" end lap.
Surfacing: Shall be acceptable for use in approved asphaltic shingles, wood shakes, & shingles, quarry
slate, metal roof, and mechanically fastened roof tile applications. Must Comply with applicable
Roofing Application Standards and Building Codes.
NOA: 17-0427.10
Expiration Date: 03/28/18
Approval Date: 08/31/17
Page 4 of 5
LABELING:
All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city,
state and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County
Product Control Seal as shown below.
BUILDING PERMIT REQUIREMENTS:
Application for building permit shall be accompanied by copies of the following:
1. This Notice of Acceptance.
2. Any other documents required by the Building Official or applicable building code in order to properly evaluate
the installation of this material.
LIMITATIONS:
1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for
fire ratings of this product.
2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance
with applicable building code.
3. Weather -Armor SB-I, and Weather -Armor HT shall not be hot mopped; refer to manufacturer's published
literature for product compatibility.
4. Gardner Underlayments listed herein are components used in roof assemblies. Roof assemblies are approved
under specific assembly Notice of Acceptance.
5. APOC-Tuff Felt 26, United FGUR20, APOC-Tuff Felt 46, United FGUR10, United FGUR70, GatorSkin,
Weather Armor CX-L, and Weather -Armor SB-1 listed herein shall not be left exposed as a temporary roof
for longer than 30 days of application.
6. Weather -Armor HT3 and Weather -Armor FT listed herein shall not be left exposed as a temporary roof for
longer than 180 days of application.
7. Gardner Underlayments listed herein may be used with any approved roof covering Notice of Acceptance
listing Gardner Underlayments listed herein as a component part of an assembly in the Notice of Acceptance.
If Gardner Underlayments listed herein is not listed; a request may be made to the Authority Having
Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that
appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire
testing results.
8. For fire classification of specific roof assemblies using Gardner Underlayments listed herein refer to a
current Approved Roofing Materials Directory for fire ratings of this product.
9. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code
and Rule 61 G20-3 of the Florida Administrative Code.
END OF THIS ACCEPTANCE
NOA: 17-0427.10
Expiration Date: 03/28/18
Approval Date: 08/31/17
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