HomeMy WebLinkAboutATLANTIC METAL OF VERO BEACHFrom: Freedom Rooters Fax: 17722174459
To: ST. LUCIE COUNTY Fax: (772) 462-1578 Page: 8 at 18 04112/2019 6:26 AM
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ProductEvaluat€oo Report
ATLANTIC METAL It OF VERO BEACH, INC.
26 Go, 5V Crimp Roof Ponel over FlyRrood
Florida Product Approval # 17796.6
Florida Building Code 2014
Per Rule 61G20-3
Method: 1—D
Category: Roofing
Subcategory: Metal Rooting
Compliance Method: 61G20-3.005(l)(d)
HVHZ
Product Manufacturer.
Atlantic Metal It of Vero Beach, Inc,
4020 43rd Avenue
Vero Beach, Florida 32960
Engineer Evaluator:
Terrence E. Wolfe, P.E. # 44923
Florida Evaluation ANE ID: 1920
Validator:
Locke Bowden, P.E.,'rL#49704
9450 Alysbury Place
Montgomery, AL 36117
Contents:
Evaluation Report Pages i-4
SCANNED
BY
St. Lucie County
,�� .t,Q-•V , C E N S f �.t. �.
Ho. 44fl�.3�
STATE OF
AL 0 R1
•srro ''AD Ory fl11Iirt t,k`
June 16,2015
Frgm: Freedom Roofers Fax:17722174459 To: 5T. LUCIE COUNTY Fax: (772) 462-1579 Page: 9 of 19 04/12/2019 6:26 AM
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Compliance Statement:
The product as described in this report has demonstrated compliance with the
Florida Building Code 2014, Sections 1504.3.2, 1518.9, 1523.6.5.2.4.
Product Description:
5V Crimp Roof Panel, 26 Ga. Steel, 24" Coverage, through fastened roof panel
over APA Plywood decking. Non -Structural Application.
Pane( Material/Standards:
Material: 26 Ga. Steel, ASTM A792 coated with Fluropon or ASTM A653 G90
conforming to Florida Building Cade 2014 Section 1S07.4.3.
Yield Strength: Min. 50.0 ksi
Corrosion Resistance: Panel Material shall comply with Florida Building Code
2014, Section 1507.4.3
Panel Dimension(s):
Thickness: 0.018" min.
Width: 24" Coverage
Rib Height: 3/8" major rib
Panel Rollformer: Rollformer Corp.
Panel Fastener:
19-15 x 1-1/2" WoodZac w/ Zac Head with sealing washingthrough panel rib.
Y" minimum penetration through plywood
Corrosion Resistance: Per Florida Building Code 2014, Section 1506.6, 1517.6
Substrate Description:
1) For HVHZ construction, use 19/32" or greater APA Rated plywood or wood
plank. In reroofing applications where the deck is less than 19132" thick (min.
15/32") the attachment of the decking in no case shall be less than BD annual
ring shank nails at 6" D.C. Design of plywood and plywood supports are outside
the scope of this evaluation. Substrate must be designed in accordance w/
Ficrida Building Code 2014.
2) For Non-HVHZ applications, use min. 15/32" thick, APA Rated plywood over
supports at maximum 24" O.C. Design of plywood and plywood supports are
outside the scope of this evaluation. Substrate must be designed in accordance
w/ Florida Building Code 2014.
-A CtE rErrr�'`L
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»• STATE QP :et.`.
`0 AL 0 R 19
FL# 17796.E
June 16,2015
From: Freedom Roofers Fax: 17722174459 To: 5T. LUCIE COUNTY Fax: (772) 462-2578 Page: 10 of 18 04/12/2019 6:26 AM
Design Uplift Pressures:
6=trrod: F:.Ci�BP1E'.Ui1.�j,`, & '2'L<ct'4174> 1:}.•,
}V5,'+,,; 1i:m'r::a'x:xtr._Tkicc. •
Table "A"
Maximum Total Uplift Design Pressure:
ao&.5 psf
156.5 Psf
Fastener Pattern:
Panel Rib
Par,el Rib
Fastener Spacing:
ld'" C.C.
6" O.C.
"Design Pressure Mduds a Safety Bactor=: 0.
Code Compliance:
The product described herein has demonstrated compliance with
The Florida Building Code 2014, Section 1504.3.2, 1519.9, 1523.6.5.2.4.
Evaluation Report Scope:
The product evaluation is limited to compliance with the structural wind load
requirements of the Florida Building Code 2014, as relates to Rule 61G20-3.
Performance Standards:
The product described herein has demonstrated compliance with:
° TAS 125.03
° UL 580-06 - Test for Uplift Resistance of Roof Assemblies
• UL 1897-04- Uplift Test for Roof Covering Systems
• TAS 100.95-Test Procedure for Wind and Wind Driven Rain Resistance
of Discontinuous Roof Systems
• TAS 110-00 - Accel. Weathering ASTM G SSS / Salt Spray ASTM R 117
Reference Data:
1. TAS 125-03: UL 580-94 / 1897-98 Uplift Test
force Engineering & Testing, Inc. (FBC Organization itTST-5328)
Report No. 115-0172T-07A-C`
2. TAS 100-95
Farabaugh Engineering &Testing, Inc. (FBC Organization # TST-1654)
Report No. T130-07
Report No. T215-08
3. TAS 110-00: Vaispar Fluropon coated metal panel testing
A) ASTM G 155 by PRI Asphalt Technologies dated 10/31/2012
B) ASTM B.117 by PRI Asphalt Technologies dated 10l31/2012
4. Certificate of Independence
By Terrence E. Wolfe, P.E. (No. 44923) @ Force Engineering & Testing, Inc.
(FBC Organization it ANE ID: 1920)
µ1t E rF r7 004r0
qt. STATE OF
0R1P�.'�rvi
r'spiie rr�'rI �'.. ..•.�`L.``�
r1"O,fill lft01
FL# 17796.6 June 16, 2015
From: Freedorn Roofers Fax:17722174459 To: ST. LUCIE COUNTY Fax: (772) 462.1578 Page: 11 of 18 04112/2019 6:26 AM
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Test Standard Equivalency:
1. The UL 580-94 test standard is equivalent to the UL S80-06 test standard.
2. The UL 1897-98 test standard is equivalent to the UL 1897-04 test standard.
Quality Assurance Entity:
The manufacturer has established compliance of roof panel products in
accordance with the Florida Building Code and Rule 61G20-3.005 (3) for
manufacturing under a quality assurance program audited by an approved
quality assurance entity.
Minimum Slope Range:
2:12. Minimum Slope shall comply with Florida Building Code 2014, including
Section 1515.2.2 and in accordance with Manufacturers recommendations. For
slopes less than 3:12, lap sealant must be used in the panel side laps.
Installation:
Install per manufacturers recommended details and RAS 133,
Undertayment:
Per Manufacturer's installation guidelines per Florida Building Code 2014 Section
1518.2, 1518.3, 1518.4.
Fire Barrier:
la' Georgia Pacific "Dens Deck" or approved equal.
Shear Diaphragm:
Shear diaphragm values are outside the scope of this report.
Design Procedure:
Based on the dimensions of the structure, appropriate wind loads are
determined using Chapter 16 of the Florida Building Code 2014 for roof cladding
wind loads. These component wind loads for roof cladding are compared to the
allowable pressure listed above. The design professional shall select the
appropriate erection details to reference in his drawings for proper fastener
attachment to his structure and analyze the panel fasteners for pullout and
pullover. Support framing must be in compliance with Florida Building Code 2014
Chapter 22 for steel, Chapter 23 for wood and Chapter 16 for structural loading.
Test Reports are owned by Coastal Metal Roofing. Inc. Coastal Metal Roofing, Inc. gives the above manufacturer
permission to use these test reports.
FL# 17.796.6
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From: Freedom Roofers Fax: 17722174459
To: ST. LUCIE COUNTY Fax: (772) 462-1578 Page: 2 of 13 04112/2019 6:48 AM
EVALUATION REPORT
EXTERIOR RESEARCH & DESIGN, LLC.
SCANNED Certificate of Authorization#9503
BY 353 Christian Street
St Lucie County Oxford, CT06478
(203)262-9245
TRI-BUILT Materials Group, LLC Evaluation Report A42970.10.12-R2
PO Box70 FL16027-R2
Rutherford, NJ07070 Date of Issuance;10/73/2012
(800) 516-1485 Revision 2: 09/25/2017
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations goveming the use of
construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen,
P.E. for use of the product under the Florida Building Code. The product described herein has been evaluated for
compliance with the 6th Edition (2017) Florida Building Code sections noted herein.
DESCRIPTION: TRI-BUILT Modified Bitumen Roof Systems
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced
Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of
this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E, if the product
changes or the referenced Quality Assurance documentation changes. Trinity I ERD requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity ) ERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or
its distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 4, plus a 26-page Appendix
Prepared by:
....„.....
� Of
Robert J.M. Nieminen, P.E.
•..
Fiorido Registration No. 59166, Fiorido DG9 ANE1983
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Thx
WIWZutn ma d,, P. ,.r,. a,andeavor„;m:v:m*e=
-",.
CERTIFICATION OF INDEPENDENCE:
1. Exterior Research & Design, U.C. d/b/a Trinity I ERD does not have, nor does it intend to acquire or will it acquire, a financial interest
in any company manufacturing or distributing products it evaluates.
2. Exterior Research & Design, LLC. d/b/a Trinity I ERD is not owned, operated or controlled by any company manufacturing or
distributing products it evaluates.
3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
S. 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.
From: Freedom Roofers Fax: 17722174459
To: ST. LUCIE COUNTY Fax: (772) 462-1578 Page: 3 of 13 04/12/2019 6:48 AM
ROOFING SYSTEMS EVALUATION:
z INI ERD
Product Category: Roofing
Sub -Category: Modified Bitumen Roof Systems
Compliance Statement: TRI-BUILT Modified Bitumen Roof Systems, as produced by TRI-BUILT Materials Group,
LLC, have demonstrated compliance with the following sections of the 6m Edition (2017) Florida Building Code
through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements
and Limitations / Conditions of Use set forth herein.
2. STANDARDS:
Section
Property
tandard
Year
1504.3.1
Wind
FM 4474
2011
1504.7
Impact
FM 4470
2012
1507.11.2
Physical Properties
ASTM D6163
2008
1507.11.2
Physical Properties
ASTM 06164
2011
1507.11.2
Physical Properties
ASTM D6222
2011
3. REFERENCES:
Entity
Examination
Reference
Date
ERD (TST6049)
Physical Properties
P10490.10.08-2
10/30/2008
ERD (TST6049),
FM 4470/4474
P13760.09.09
09/10/2009
ERD (TST6049)
FM 4470/4474
P13770.09.09
09/10/2009
ERD (TST6049)
FM 4470/4474
P30540.11.09-RS
11/30/2009
ERD (TST6049)
FM 4470/4474
P30550.12.09
12/DZ/2009
ERD (TST6049)
Physical Properties
P33960.12.10
12/30/2010
ERD (TST6049)
FM 4470/4474
P33970.03.11
03/15/2011
ERD (TST6049)
Physical Properties
P37590.03.13-3A
03/06/2013
ERD (TST6049)
FM 4470/4474
P39680.03.13
03/04/2013
ERD (TST6049)
Physical Properties
P37590.03.13-1-R1
06/26/2013
ERD (TST6049)
Physical Properties
P37590.03.13-2-RS
07/01/2013
ERD (TST6049)
Physical Properties
P37590.07.13-2
07/01/2013
ERD (TST6049)
Physical Properties
P37590.03.13-5-RS
07/01/2013
ERD (TST6049)
Physical Properties
P37590.07.13-1
07/02/2013
ERO (TST6049)
Physical Properties
P45940.09.13
09/04/2013
ERD (TST6049)
Physical Properties
P44370.10.13
10/04/2013
FM Approvals (TST1867)
FM 4470
2W7A7.AM
09/04/1994
FM Approvals (TST1867)
FM 4470
OD3A3.AM
04/04J1997
FM Approvals (TST1867)
FM 4470
200AO.AM
12/23/1998
FM Approvals (TST1867)
FM 4470
2DSA9.AM
06/22,11999
FM Approvals (TST1867)
FM 4470
3006646
01/04/2000
FM Approvals(1'ST1867)
FM 4470
3001334
01/25!2000
FM Approvals (TST1867)
FM 4470
3001334
02/15/2000
FM Approvals (TST1867)
FM 4470
3000857
01/12/2000
FM Approvals (TST1867)
FM 4470
3004091
01/12/2000
FM Approvals (TST1867)
FM 4470
3006115
05/02/2001
FM Approvals (TST1867)
FM 4470
3012321
07/29/2002
FM Approvals (TST1867)
FM 4470
3014692
08/05/2003
FM Approvals (TST1867)
FM 4470
3014751
08/27/2003
FNt Approvals (TST1867)
FM 4470
3007170
01/13/2004
FM Approvals (TST1867)
FM 4470
3019317
06/30/2004
I'M Approvals (TST1867)
FM 4470
3020703
07/30/2004
FM Approvals (TST1867)
FM 4470/4474
3018332
01/31/2006
FM Approvals (TST1867)
FM 4470/4474
3023368
03/20/2006
FM Approvals (TST1867)
FM 4470/4474
3024594
05/23/2006
Exterior Research and Design, LLC. Evaluation Report A42970.10.12-R2
Cestifitale o)Autherizotion 09503 6eDITiON(20171 MCNON-NVRZ EVA'UATION FL16O27-R2
TRI-BUILT Modified Bitumen Roof systems; (800) S16-1485 Revision 2: 09/2512017
Page 2 of 4
From: Freedom Roofers Fm:17722174459 To: ST. LUCIE COUNTY Fax: (772) 462-1578 Page: 4 of 13 04/1212019 6:48 AM
4.
5.
Entity
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
PRI(TST5878)
PRI (TSTS878)
PRI (TST5878)
PRI(TST5878)
Miami-Dade(CER1592)
Miami -Dade (CER1592)
UL LLC (QUA9625)
UL LLC (QUA9625)
ULLLC (QUA9625)
PRODUcr DESCRIPTION:
Examination
FM 447014474
FM 4470/4474
FM 4470/4474
Physical Properties
Physical Properties
Physical Properties
Physical Properties
I1VHZ Compliance
Proposal for Review
Quality Control
Quality Control
Quality Control
TRINIPT ERD
Reference
Date
3023458
07/18/2006
3030668
09/12/2007
3032172
06/12/2009
PUSA-062-02-01
12/04/2007
PUSA-061-02.02
02/23/20GS
PUSA-064-02-02
02/27/2008
PUSA-062-02.02
12/04/2008
Various NOAs
Various
10-0823
10/12/2010
MI -Agreement
02/27/2012
ML Correlation, R27202
08/20/2012
Service Confirmation, R14571
Exp. 10/06/2018
This Evaluation. Report covers TRI-BUILT Modified Bitumen Roof Systems installed in accordance with TRI=BUILT
Materials Group, LLC published installation instructions and the Limitations / Conditions of Use herein. The
following membranes make up the subject systems.
labiel<l�ofiGood4tlx?Si#pCill7lkto(fsfeed,r{(}utYiehRonfrysei[FS
' Type
SBS Membranes
Product
_
TriBuilt SA SBS.Base
Specification - - -
Reference
ASTM C6163, Table 2
Grade
S
Type
I
TriBuilt SBS Granular
ASTM D6164
G
I
TriSuiltSA SBS Cap
A5TM D6164
G
I
APP Membranes
TrR3uilt APP Smooth
ASTM D6Z22
5
I
Trlg1iit APP Granular
ASTM 06222
G
I
TriBuilt SA APP Cap
ASTM D6222
G
I
LIMITATIDNs:
5.1 This is a building code evaluation. Neither TrinitylERD nor Robert Nieminen, P.E. are, in any way, the
Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used
for permitting or design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions.
5.3 Refer to a current Approved Roofing Materials Directory for fire ratings of this product.
5.4 For steel deck installations, foam plastic insulation shall be separated from the building interior in accordance
with FBC 2603.4 unless the exceptions stated in FBC 2603.4.1 and 2603.6 apply.
5.5 The roof system evaluation herein pertains to above -deck roof components. Roof decks and structural
members shall be in accordance with FBC requirements to the satisfaction of the Authority Having
Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC
Approval documentation.
5.6 For recover installations, the existing roof shall be examined in accordance with FBC 1511.
5.7 For mechanically attached insulation or membrane or strip -bonded insulation, the maximum design pressure
for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with
FBC Chapter 16, Zones 2 and 3 shall employ an attachment density designed by a qualified design
professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD1, FM Loss
Prevention Data Sheet 1-29, Roofing Application Standard RAS 117 and Roofing Application Standard RAS
137. Assemblies marked with an. asterisk' carry the limitations set forth in Section 2.2.10.1 of FM loss
Prevention Data Sheet 1.29 (January 2016) for Zone 2/3 enhancements.
Exterior Researrh and Design, LLC. - Evaluation Report A42970.10.12-RZ
Cemfirote ofAathalhoflan#9503 6'OEOITION[1017) FBCNON-HVHZ EVALUATION FL160274R2
TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Revision 2: 09/25/2017
Page 3 of 4
From: Freedom Roofers Fax: 17722174459 To: ST. LUCIE COUNTY Fax: (772) 462-1578 Page: 5 of 13 04/12/2019 6:48 AM
�`-...? Ti 5INITY LI�SJ
5.8 For assemblies with all components fully bonded in place, the maximum design pressure for the selected
assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16. No
rational analysis is permitted for these systems.
5.9 For mechanically attached insulation or membrane over existing roof decks, fasteners shall be tested in the
existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison
to the minimum requirements for the system. Testing and analysis shall be in accordance with ANSI/SPRI
FX-1 or Testing Application Standard TAS 105.
5.10 For bonded insulation or membrane over existing substrates in a re -roof (tear off) or recover installation, the
existing deck or existing roof surface shall be examined for compatibility with the adhesive to be installed. If
any surface conditions exist that bring system performance into question, field uplift testing in accordance
with ANSI/SPRI IA-1, ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS
124 shall be conducted on mock-ups of the proposed new roof assembly.
5.11 For bonded insulation or membrane over existing substrates in a recover installation, the existing roof
system shall be capable of resisting project design pressures on its own merit to the satisfaction of the
Authority Having Jurisdiction, as documented through field uplift testing in accordance with ASTM E907, FM
Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124.
5.12 Metal edge attachment (except gutters), shall be designed and installed for wind loads in accordance with
FBC Chapter 16 and tested for resistance in accordance with AN51/SPRI ES-1 or Roofing Application Standard
RAS 111, except the basic wind speed shall be determined from FBC Figure 1609.3(1), 1609.3(2) or
1609.3(3).
5.13 All products in the roof assembly shall have quality assurance in accordance with FAC Rule 61G20-3.
6. INSTALLATION:
6.1 TRI-BUILT Modified Bitumen Roof Systems shall be installed in accordance with TRI-BUILT Materials Group,
LLC published installation instructions, subject to the Limitations / Conditions of Use noted below.
6.2 System attachment requirements for wind load resistance are set forth in Appendix 1. "MDP" = Maximum
Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects
the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been
applied). Refer to FBC 1609 For determination of design wind loads.
BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
8. MANUFACTURING PLANTS:
Contact the noted QA agency for information on product locations covered for F.A.C. Rule 6LG20-3 QA
requirements.
9. QUALITY ASSURANCE ENTITY:
UL LLC—QUA9625; (314) 578-3406, k.chancellor@us.ul.com
- THE 26-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT -
Fxterlcr Research and nasign, I.K. Evaluation Report A42970.10.12-R2
Cert7ffwte ojauthorieation a9S03 6"'£DITION(20171 FBC NON.HVH2£VALUATON FL35027-R2
TRI-BUILT Modified Bitumen Roof Systems; (800) S1E3485 Revision 2: 09/25/2017
Page 4 of 4
Table
7A-1
Deck
Wood
Application
New or Rer0of (Tear -Off)
Type
A-2
Vesanpalon _ _
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
_ate
4
IA-2
Wood
New, Reroof (Tear -Off) or Recover
A-2
Mech. Attached Anchor -Sheet, Bonded Insulation, Bonded Roof Cover
5
I
Wood
New, Reroof (Tear -Off) or Recover
a
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
5
lC
Wood
New, Reroof (Tear -Off) of Recover
C
Mech. Attached Insulation, Bonded Roof Cover
6
_
1D
Wood
New, Reruof (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
Nan -Insulated, h4ech. Attached Base Sheet, Bonded Roof Cover _
7
IE-2
Wood
Nevi, Reroof (Teal -Off) of Recover
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover __
8
�... IF
Wood
New or Reroof (Tear -Off)
F
Nan -Insulated, Bonded Roof Cover _ _
_TA
Steel or Structural concrete
New, Reroof (Tear -Off) or Recover
0
_
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
28
Steel or Structural concrete
New, Retool (Tear -Off) or Recover_
C
Mech. Attached Insulation, Bonded Roof Cover-
2C
Steel or Structural cnnerete
_
New, Remof ('fear -Off) or Recovw
D
Prelim. Attached Insulation, Mech. Attached Base Sheet, Winded Roof Cover _
_ 10
3A
Structural concrete
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover _ _
11.14
30
Structural concrete
_ _
New or Reroof (Tear -Oft)
F
Nan -Insulated, Bonded Root Cover
14
4A
UVIC
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
15-16
48
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
5A
CWF
New or Reroof (Tear -Off)
A-1
Bonded insulation, Bonded Roof Cover
20
58
CWF
New, Reroof (Tear -Off) or Recover
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover _
21
5C
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) of Recover
F.
Non -Insulated, Mech Attached Base Sheet, Bonded Roof Cover
22
6A
Gypsum
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Hoof Cover
23
68
Gypsum
New, Reroof (Tear Off) or Recover
A-7
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 _ Za
6D Gypsu_m 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
78 Various Recover F Non-Insdated, Bonded Base Sheet, Bonded Roof over _ 26
The following notes p_Mjy_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:
Y Wood: Mininulm 0,75-inch penetration.
+- Steel: Minimum 0.75-inch penetration and engage the top flute ofihe steel deck.
Y Strurtm'al concrete: Minimum .1-inch embedment into pllot hale in accordance with fastener manufacturer's published installation instructions.
3. Unless otherwise rioted, insulation may he any one layer or combination of polylsocyanurate, polystyrene, wood fiberboard, perlite, gypsum -based roof board or mineral -wool roof board that meets the QA
requirements of F.A.C. Rule G1G20 :3 and is documented as meeting FBC 1505.1 and, for foarn plastic, FBC Chapter 26, when installed with the roof cover.
E.tedor Research and Design, LLC. d/b/a Trinity)ERD Evaluation Report A42970.10.12-R2 for FLI6827-R2
Certificate of Authorization 49503 6°' EDITION (2817) FRC NON-HVH2 EVALUATION Revision 2:09/25/2017
Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800( 516-14B5 Appendix 1, Page 1 of 26
Jc.
Minimum 200 psi, minimum 2-inch thick Ilghtweighf.insulaling concrete may be Wtelnuted for rieki insulation board for System Type 1) (mechanically attached base sheet, bonded roof covw), whereby the base
sheet fasteners are Installed through the LWIC to engage the sine:(rral 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. toad resistance of the roof deck shall he documented through proper codified and/or FBC
Approval documentation.
S. Preliminary insulation attachment for System Type D: Unless otherwise noted, refer to Section 2.2.10.1.3 of FM loss Prevention Data Sheet 1-29 (January 2016).
Unless otherwise noted, insulation adhesive application rates are as follows. Ribbon or bead width is at the time of application; the ribbons/beads shall expand as noted in the manufacturer's published instructions
HA (HA):
Full coverage at 25-30 ibs!square.
> Dow INSTA STIK Quik Set Insulation Adhesive (0-15):
Continuous 0.75 to !,inch wide ribbons. 12-Inch o.c.
r Millennium One Step Foamable Adhesive (M-OSFA):
Continuous 0.25 to 0.5-inch wide ribbons,12-inch o.c.
OMG OlyBond 500 (OB500):
Continuous 0.75 to 1-inch wide ribbons, 12-Inch o.c. (PaceCart arSpot5hot). Note: Oyyeond Green may be used where Olydond 500 is referenced.
> OlyBond Classic (OB Classic):
Full coverage at 1 gal/square.
-+ 1CP Adhesive & Sealants CR-20:
Continuous 25-3.5-inch wide ribbons, 12-inch o.c.
Note: When multiplelayers(s) of insulation and/or coeerboord ore installed in ribbon -applied adhesive, adhesive ribbons shall be staggeredfrorn layer -to -layer a distance ofoor-half the ribbon spacing.
"+ Note: The maximum edge dismncefrom the adhesive ribbon to the, edge of the insulation board shotibe not less then one-half the spertfred ribbons spacing.
Unless otherwise noted, all insulations are flat stack or taper
board of the minimum thickness noted. Tapered Polyisocyanuntte at the following thickness limitations may he substituted with the following Maximum
Design Pressure (MDP) limitations. In no case shall these values
be used to 'increase' the MDP listings in the tattles; rather if MOP 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);
N1DP -157.5 psf (Min. 0.5-Inch trick)
r OMG OlyBond 500 (OU500):
MDP -45.0 psf (Min.05-inch thick Multi -Max FA-3)
CMG OlyBoad 500(OB500):
MDP -1875 psf (Min. 054nch thick ISO 95+GL)
i OMG Olygond 500(06500):
MOP -31S.0 psF (Min. 05-inch thick ENRGY 3)
ONiG Oly8ond 500(OB500):
MOP -487.5 psf (Min. 0.5-inch thick ACFoarn 11)
i ICP Adhesive & Sealants CR-20:
MOP -127.5 psf (Min. 1.0-inch thick)
8. Bonded polyisogenurate 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 WD3, FM Loss
Prevention Data Sheet 1-29. floating Application Standard RAS 117 and Rooting 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. Testingand analysis shall be in accordance with ANSI/SPRI F$-1 or Testing Application Standard TAS 105.
12. Forexisting substrates in a bonded recover or re -roof installation, the existing roof surface or existing roof deck shall he 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 3-52 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 fora recover application.
14. Lightweight Insulating Concrete (LWC) shall be. cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having lurisdktiun. For systems where specific. LWC is referenced, refer to current LWC
Product Approval for specific deck construction and Iim"tions. For systems where specific LWC Is not referenced, tile. minimum design mix shall be 300 psi. In all cases, the minimum top. coat khickness is 2-inches.
For LWC over structural concrete, reference Is made to FBC Sect Lea 1917.4.1, Point 1.
Exterior Research and Design, LLC. d/b/a Timitv(ERD Evaluation Report A4 2970.10.12-R 2 for E1.16027-0:2
Certificate of Authorization #9503 6r" EDITION (2017) FBC NON.HVHz EVALUATION Revision 2:09/25/2017
Prepared by: Robert Nleminen, PE-59166 TRJ-BUILT Modified Bitumen Roof Systems; (800) S16-1485 Appendix 1, Page 2 of 26
-1
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r
n
in
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t
J
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TRINITY ERD
15. Unlessorhervirse noted, refer to the. following references for bonded base, ply or cap sheet applications.
IP11,
Reference
Layer
Material
Application
BP -AA
(Base and Ply sheets, Asphaft-Applied)
Base Ply
FBC Approved ASTM D4601, Type It
MA at 2U-101hs/square
Ply
FBC Approved ASTM D2178, Type IV or VI
555-AA
(SBS, Aspiult-Applied)
Cap Ply
Triguilt SBS Granular
HA at 20-40 lbs/square
SBS-TA
(SOS, Torch -Applied)
Cap Ply
TriBuilt SBS Granular
Torch -Applied
SBS-SA
(585, Self -Adhering)
Base Ply
Trifauilt $A SBS Base
Self -Adhering
Cap Ply
TriBuilt SA SBS Cap
APP-TA
Toict,Aipplied)
Base Ply or Ply
-
TrWufl5 t APP Smooth
-
Torch-Applied(APP,
Cap Ply
Treulit APP Smooth, TriBulft APP Granular
APP-SA
(APP, Seff-Adhering)
Cali Ply
TOGUIlt SA APP Cap
Self -Adhering
16, Vapor barrier options for use over structural concrete deck followed by adhered insulation carry the following Maximum Design Pressure (MOP) limitations. The lesser of the MOP listings below vs. those in Table 3A
applies:
Option
Primer
Vapor Barrier
Insulation Adhesive
MOP (PSf)
Type
Attach
VS-2.
ASTM D41
TriBuilt SA S85 Base
Self -Adhering
Inca-Stik or 01-20,12-inch o.c.
.60.0
VB-2.
ASTM D41
TrRulk SA SBS Cap
Self -Adhering
fr;StZ-Stik, 12 inch ri
-75.0
VB-3.
ASTM 041,
T, ruilt SA SBS Cap
Self -Adhering
Millennium One Step rearnable Adhesive, 12-inch o.c.
457.5
VB 4.
ASTM D111
TriBuilt SA SBS Cap
5elf-Adhering
CR-20,12-inch o.c.
-270.0
Va S.
I
ASTM D41
Ti-iBulit SA SBS Base
Self -Adhering
Millennium One Step Foarnable Adhesive, Millennium PG-1 Pump Grade
Adhesive, O1VBemd 500 or CR-20, 12-mch o.c.
-2Q0D
17. Dells Deck Shall be field -primed with PG100 prior to self -adhering membrane application. Refer to tables herein for other Priming requirements.
18. 'MOP"= 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.K. d/b/a ifirlityliffi) Evaluation Report A42970.10-12-R2 for FL16927-42
Certificate of Authorintion #9503 6''EDITIL)NIZO17JFBC PION-HVHZEVALUATION Revision 2: 09/2512017
Prepared by: Robert Nienninen, PE,59166 TRI-BUILT Modified Bitumen Roof Systems, (800) 516-1485 Appendix 1, Page 3 of 26
J TRINITY; ERR
C T,
System
Deck
AnchorSheet
Base Insulation
Top tnsulatian
Roof Cover (Note IS)
MOP
No.
(Note 11
Type
Fasteners
Attach
Type
Attach
Type
Attach
Base Ply
Ply
Cap Ply
(Psf)
Min. 0.25-Inch Dens
8-inch o.c. in 4-
Deck, Dens Deck Prime,
Polyglass G2 Base,
32 ga., 1-5/8,
I inch lap and 8-
(Optional) FIBC
SECUROCKGypsum.
Min. 19/32-
Certain -reed Glastrase,
inch diameter
I 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
ASTtA C1299,
HA
0.75-inch FescoBoard
HA
3P-AA
(Optional)
SBS-TA,
-60.0
at max- 24-
Perma-Ply 28, Tamko
ga. annular ring
spaced.
type 11 potylso-
(homogeneous) or min.
BP -AA
APP-TA
inspans
Glass Base or
shank nails
staggered
cyantuate
0.5-inch Structodek
GAFGLA5#75
center row,
High Density Fiberboard
44
Roof insulation
8-hich a c. in 4.
Min. 19/32-
ass G2 Base,
CertainTeed Glashase,
3*2 ga., 1.5/9-
inch lap and 8-
(Optional) ITC
*
Min. 0.25-inch Dens
(Optional)
SRS-SA,
W-2
inch plywood
Firestone. MB Base, JIM
inch diameter
tin caps with 11
inch o.c. In
three, equally
Approved,
ASTM C1 289,
HA
Deck, Dens Deck Prime,
HA
585-SA
One or
more SBS.
APP-SA,
601)
at max. 24-
Perma-Ply 2S, Tamko
Us. annular ring
spaced,
type 11 ponisa-
SECUROCK Gypsum-
SA or
SBS-TA or
inch spans
Glass Base or
shank nails
staggered
cyanurale
Fiber Roof Board
APP-TA
APP-TA
GAFGLAS 075
center rows
i
6-inch o.c. in 4-
Min. 2-inch
D.S' OB500'
Min. 19132-
32 Ca., 1-5/8-
inch lap and 6-
ACFoam ]I, III,
01-20 or W
Min. 0.25-inch Dens
I D-IS,
SBS-AA
inch ply -wood
Polyglass Elastobase
inch diameter
inch u.c. in
H-Shield, H-
OSFA, atop
Deck, Dens Deck Prime
08500,
(Optional)
W-3
at max 24-
or polyelass
tin caps with 12
four, equally
Shield 03,
fastener
or SECUROCK Gypsum-
CR 20 or
BP -AA
DP -
BP -AA
SBS TA:
-60.0-
inch spans
Elastobase Poly
ga. annular ring
spaced,
Multi -Max FA3
rows, 7 inch
Fiber Roof 8
M-OSFA
APP-TA
shank nails
Staggered
or ENRGY-3
oc
center rows
6-inch o.c. In 4-
Min. 19/32-
32 ga., 1.5/8-
inch lap and 6-
Min. 2-inch
ACToarn 11, 111,
D-IS, 013500,
CR 20 or M-
04s,
(Optional)
SIBS -SA.
inch plywood
Poliglass Elastabase
I
Inch diameter
inch o.c. In
Wshield. H-
OSPA,atop
(Optional) Additional
OBS00.
SBS-SA
One or
APP-SA,
.60.0*
W4
max. 24-
or Polyp) ass
tin caps with 12
four, equally
Shield CG'
fastener
layers of base insulation
CR-20 or
rnoreSBS-
SBS-TA or
at
inspans
Elastobase Poly
ga. annular ring
spaced,
Multi -Max FA3
rows, 7 inch
M-OSFA
SA or
APP-TA
shank nails
staggered
or ENIRGY-3
oc
APP-TA
I
center rows
I
Exterior Research and Deno, U.C. d1bla TOmAVIERD
Certificate V Aufthorbation 49503
Prepared by: Robert Nieridnen, PE-59166
G'" EDI BON (20171 FBC NQN-HVHZ EVALUATION
TRI-BUILT Modified Bitumen Roof Systems; (800) S161485
Evaluation Report A42970.10.12-R2 fouPIL16(317,112
Revision 2: C19125/2017
Appendix 1, Page 4 of 26
NII Y l Sip
"f"%� :J ;"A,
N
System
Deck
Anchor Sheet
Base Insulation
Top Insulation
Root Cover (Note 15)
MOP
No.
(Note 1)
Type
Fasteners
Attach
Type
Attach
Type
Attach
Base Ply
Ply
Cap Ply
(Psf)
12-inch cl in 4-
Min. 0.25-Inch Dens Deck,
Min. 19/32-
OMG Flat
Inch lap and 12
(Optional) FBC
Dens Deck Prime, SECUROCK
inch plywood
Elastobase or
Bottom Plates
Inch o.c. in two,
Approved,
Gypsuni Roof Board,
(Optional)
SBS-AA,SBS-
W.5
at max. 24.
Polyglass
(square) with
equally spaced,
ASTM Cl 289,
HA
Min. 0.75-inch FescoBoard
HA
DP -AA
BP -AA
TA, APP-TA
-60.0
inspans
Efastobase
Roofgrip 412
staggered center
type It polyi5c-
(homogeneous) or min. 0.5-
Poly
cyanurate
Inch Structodek High Density
rows
I Fiberboard Roof Insulation
Polyglass
12-inch o.c. to a.
(Optional) FBC
(Opdonaf)
Min. 19/32-
klastobase or
OMG Flat
inch lap and 12.
Approved,
Min. 0.25-inch Dens Deck
One or
SFIS-SA, APP-
W G
Inch plywood
Polyglws
Bottom plates
indl o.c. in two,
AS rM C1299,
HA
Dens Deck Prime, SECOR�8CK
HA
SBS-SA
more SBS-
SA, SBS-TA
-60.0
at max. 24-
Elastobase
(square) with
equally spaced,
type 11 Polylso.
Gypsum -Fiber Roof Boar
SA or APP-
or APP-TA
inch spans
Poly
Roofterip 912
staggered center
cyanurate
TA
lows
I
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)
M In. 0.75. inch Fe scoBoa of
.on
(OPtI0rl8I if USITIF,
Mill. 19132-inch
Mill. 1.5-inch
Dekfai;l Hex with
I Per
(homogeneous) c r min. 0.5-inch
(Optic, not if
AA Base) One or
` - . or
SBS-AA, 565-TA,
W-7
plywood at max. 24-inch
I. NRGY 3, H Shield
Dok(ast #12 of Trullast
,
1.33 it
Struclodek High I ensity, fiberboard
HA
using AA Ply)
more BP -AA or
AA 0,
APPJA
150.0
spans
Of polyinerin
IVIP-3 with TruFast On
Roof Insulation
OP -AA
APP-TA
Exterior Research and Des!,gn, LLC.. d/b/a Trinity Evaluation Report A42970.10.12-R2 for FLI6027-It"
Certificate. of Authorization N9503 G'° CWTION (2017) FAC. NI3N-HVHZ rVALulN:rjON Revision 2:09/25/2017
Prepared by: Robert Nienlinell, PE-59166 TRI-BUILTModifed Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 5 of 26
ti
0
0
C
z
I N
f TRINIr(IRD,
System
Base Insulation
Top Insulation Layer
Roof Cover(Note 151
MOP
Deck (Note 1)
Type
Fasteners
Attach
Base Ply
Ply
Cap Ply
No.
Layer
(PsQ
(Optional)
MR. 0.5-inch Structodek High Density
Min. 19/32-inch
One or more layers,
P(berboard Roof Insulation or min. 0.25�
Dekfast Galvalume
1 per
(Optional it
(Optional it rising AA
SIBS AA, SUS -TA, APP-
YJ 8
plywood at max.
any combination,
inch Dens Deck, Dens Deck Prince or
Steel Hex with
W
using AA Ply)
Base) One or more RIP AA
TA
-82.5
24-inch spans
loose laid
SECUROCK Gypsum -Fiber Roof Board
DiRfaid 412 DP
BP -AA
rn APP-TA
Dekfast Galvalume
(Optional)
Min. 19/32-mch
One or more layers,
Min. 1.5-inch ENRGY 3, H-Shield or
Steel He. With
I per 1.33
(Optional) One or more
SBS-SA, APP-SA, SIBS:
W-9
plywood at max.
Deklast 1112' DP or
SUS -SA
2.5
24-inch spans
any combination,
Pulyll,er.
TruFast MP-3 With
it,
SBS-SA or APP-TA
TA of APP-TA
looseeld
TruFast DP
. ..... At wint 'I �AED
.. ... ...... .. ......
System
Insulation Layer(s)
Base Sheet
Roof Cover (Note 15)
IVIDP
No.
Deck (Note 1)
Type
Attach
Base
Fasteners
Attach
Base Ply
Cap Ply
(IM
Pot yglass Elastobase, Prityplass
CMG Flat Bottom Plates
Min. 19/32-Inch
Elastobase Poly, Polyglass G2 Base,
(square) with Roofgrip
12-inch o.c. in 4-inch lap and 12-
(Optional) One
SBS-AA,
VJ-10
plywood at max.
One or more layers,
Prelim.
CertainTeed Glastrase, Firestone IVIB
#14, Dekfast Hex with
inch o.c. in two, equally spaced,
or more BP -AA
SBS-TA,
-52.5
24-mch spans
co
any combination
Attached
Base, IM Perma-Ply 28. Tamko Glass
Dekfast H14 or InuFast
staggered center rows
or APP-TA
APP-TA
Base or GAFGLAS 075
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,
One or more layers,
Prelim.
Polyfilass Elastobase or Polytiass
one or more
APP-SA,
W-11
plywood at max.
4114 or TruFastMP-3 will,
inch o.c. ill two, equally spaced,
-52.5-
24-inch spans
any combination
Attached
Elastobase Poly with poly top surface
TruFast HD
staggered center rows
SBS-SA
SAS -TA or
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.
Polygtass Elastobase or Polyglass
OMG Flit 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 Rociffirlip 012
staggered center rows
or-APP-TA
APP-TA
SBS SA,
Min. 191
12 inch o.c, ill 4-inch top and 12-
W- 13
plywood at max.
layers,
One 'nue lay
Prelim.
Polyglass Elastobase or Polyglass
OMG Fiat Bottom Plates
Inch 0 C. in two, equally spaced,
One or more
APP-SA,
- 60.Elastobase
I
ancombination
Attached
Elastobase Poly with poly top surface
(square) with Roo(girlp 912
SBS-SA
SBS-TA or
24-Inch spans
staggered center rows
APPTA
Exterior Research and Desitin, tiI d/b/a Trinity)ERD Evaluation Report A42970.10.12-R2 I"curFLUD27-112
Certificate of Authorization #9503 6r" 1.0111112017) FUC NON-1-I EVALUATION Revision 2:09/25[2017
Prepared1by: Robert laleminvi,PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 6 of 26
va
RINITY�ERD
...... K RNWOM AW
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System
Deck (Note 1)
Base Sheet
Roof Cover (Note 15)
MOP
— No.
Base
Fasteners
Attach
Base Ply
Cap Ply
1pSf)
Min. IS/321-1.ch
W-14
plywood at max. 24-
Polyalass Elastobase
Simple. MAM Cap
9-Inch oo. at 2-Inch lap and 18-Inch o.c. in two,
(Optloaal) BP -AA .,
SBS-AA, SOS -TA
-45.0-
Inch spans
equally spaced, Staggered center rows
APP-TA
or APPTA
Min. 15/32-inch
W-15
plywood at max. 24-
Polyglass Elastobase
Simplex MAKX Cap
9-inch o.c. at 2-Inch lap and 12-inch o.c. In Two,
(Optional) BP -AA or
SBS-AA, SBSTA
-52.5
inch $Pans
equally spaced, staggered center mays,
APP-TA
orAPP-TA
Min. 19132-inch
Polyglass Elastobase, Polyglass Elastobase
(Optional) One or
W-16
plywood at max.
Poly, Polyglass G2 Base, CenainTeed
32 Me.. 1-51& inch diameter tin caps
B-Inch o.c. in 4-inch lap and 8-inch o.c. in three,
more SP-AA or60.0
SBS-AA' SBS-
24-inch spans
Glasbase, Firestone MB Base, JM Parma.
with 11 ga. annular ring shank nails
equa Ily spaced, Staggered center rows
APP-TA
TA, APP�;A
Ply 28, Taroko Glass Base or GAFQLAS #75
Min. 19/32-inch
Polyglass Elastobase or Polyglass
32 ga., 1-5/8-Inch diameter tin caps
B-Inch o.c. in 4-inch lap and 8-inch o.c. in Three,
(Optional) One or
W-17
plywood at max.
Elastobase Poly with poly top Surface
with 11 ga. a
equally spaced, staggered center rows
I
more SBS-SA or
SA, SRS-TA or
-60.0
24-inch spans
APP-TA
APP-TA
W-18
Min. IS132-inch
plywood at max. 24.
Polyglass Elastobase
Simplex MAU Cap
6-inch o.c. at 2-inch lap and G-Inch o.c. in two,
lOptlonal) SP-AA or
SOS -AA, SB5-TA
-90.0
inch spartr.
equally spaced, staggered center rows
APP4A
or APP-TA
Min. 19132-inch—
Polyglass Elastobase or Polyglass
-------
32 V.,1-5/8-inch diameter tin caps
— -----
4-inch u.c. in 4-inch lap and 4-Inch o,c. in our,
four,
(Optional) Ore or
SBS-SA, APP-
W-19
plywood at max.
Elastobase Poly with poly top surface
with 12 ga. annular ring shank nails.
equally spaced, Staggered center rows
more SBS-SA or
SA, SBS-TA or
-97.5
24-inch spans
APP-TA
APP-TA
Min. 15/32-inch
W-20
plywood at max. 24-
Polyglass Elastobase
Simplex AAAXX Cap
&inch o.c. at 2-Inch lap and 6-ircho.c. in three,
(Optional) BP -AA or
SOS -AA, SBS-TA
.105.0
inch Spam
equally spaced, staggered center rows
APP-TA
or APP4A
Min 19/32-Inch
Polyglass, Elastobase or Polyglass
32 ea., I -5/&Inch diameter tin caps
6 inch o.c. In 4-inch lap and 6-inch o.c. in four,
(Optional) One or
SBS-AA, 565-
W-21
plywood at max.
Elastobase Poly
with 11 ga- annular ring shank nails
equally spaced, staggered center toWS
more BP -AA or
TA, APP-TA
-112.5
24-inch spans
App-TA
32 ea., 1-5/8-Inch diameter tin caps
1W
Min. 19,132-mch
Polyglass Elastobase of polyelass.
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
SEIS-SA APP-
2-2--
plywood at max.
Elastobase Poly with poly top surface
Note: Tin caps are to be printed with
equally spaced, staggered center rows
more. APP-TA
SA, SB�
3
24-inch Spans
____ ....... I_ASrM
D41 printer.
Exterior Research and Design., 11CA/b/a TrinitylERD Evaluation Report A429"/0.10.12-R2 fol-RIG027-102
Certificate Of Authorisation #9503 Gut EDITION (2017) V8C NON41W2 EVALUATION Revision 2: 09/25/2017
Prepared by: Robert Nientimen, PE-59I66 TRI-BVILT Modified Bitumen Roof Systems; (8011) 516-1485 Appendix 1, Page 7 of 26
pT
I
RINITY ERD
T
R5
System
Deck (Note 1)
Base sheet
Roof Cover (Note 15)
DP
No.
Base
Fasteners
Attach
BaseBase Ply
Cap Ply
(Pat)
Min. 19/32-inch
Polyglass Elastobase, Polyglass Elastobase
Poly, Polyglass G2 Base, Certainreed
at Bottom Plates (square) with
12-Inch o.c- in 4-inch lap and 12-loch
(Optional) One or
W I
plywood at max.
Glasbase, Firestone MR Base, JIM Pernm-
Roofgop 1114, Dekfast Hex with Dakfast 934
o,c. in two, equally spaced, staggered
more RP AA or
SBS-AA, 585-
-52.5
24-luch spans
Ply 28, Tamko Glass Base or GAFGLAS 075
of TruFast MP-3 with Tful'ast HD
center rows
APP-TA
TA. APP-TA
`A' 2
Min, 1q/32-inch
plywood at max.
Polyglass Elastobase or Polyglass
Deldist Hex with Deldast 014 or TruFast MP-
12-inch o.c. in 4-inch lap and 12-inch
One o,mare SBS-
SBS-SA, APP-
24-inch spans
Elaswbase Poly with poly top surface
3 with TrOFaSt HO
o.c. in two, equally spaced, staggered
SA
SA, SBS-TA or
52.5'
I
center rows
APP-TA
IN-3
Min. 19/32-Inch
Polyg(ass Elastobase or Polyglass
OMG Flat bottom Plates (square) with
12-inch ox. In 4-inch lap an 12-Inch
(Optional) One or
plywood at max.
E(astobase Poly
Roofiulp #12
o.c. !it two, equally spaced, staggered
more BP AA or
SBS-� SBS-
-60.0
24-Inch spans
center rows
APP-TA
TA, APP-TA
WA
Min. 19/32-inch
plywoccl at max.
Polyglass Elastobase or Polinliass
OMG Flat Bailout Plates (squarewith
l
12-Inch o.c. in 4-inch lap and 12-inch
One or more SBS-
SBS-SA, APP.
Elastobase Poly with poly top surface
RoofgripV12
o.c. in two, equally spaced, staggered
SA
SA, SBS-TA or
-60.01
24-inch spans
center rams
APP-TA
System
Deck
Primer
Roof Cover (Note 15)
MDP
Joint Treatment
Base Ply
Ply
Cap Ply
No.
(Psfl
W-5
Min. 15/32-inch plywood
(Optional) ASI M 041
None
SBS-SA
(Op
(Optional) S13S-SA 9.r
SBS-SA, APP,SA, SBS-TA
at max. 24-inch spans
I -TA
orAPP-TA
W-6
Min. 15132-Inch plywood
(optionall ASTM D41
Plywood joints are covered with 4-inch wide strips ofTrIBUIlt SA
(Optional) SBS-SA or
SBS-SA, APP-SA, SBS-TA
—
at Max. 24-Inch Spans
SSS Base, foiled into place to create continuous bond,
TriBuik SA 513S base
I APP-TA
or APP-TA
-Q7.5
E%torior ReW.Irch and Design, LLC. (11bla Trinity 1 ERD Evaluation Report A42970.10.32-R2 for IILI8t127-RZ
Certificate of Authorization r9503 6" EDMON (2017) FUC NON HVHZ EVALUATION Revision 2:09/25/2017
Prepared by: Robert Nominen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 8 of 26
M
0