HomeMy WebLinkAboutPRODUCT APPROVAL..„...+r -y'3" im -:... ^t.ar•,'v'+'tTr"' zy-,.§ *ip. 7 -r3
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COHCEALED FASTEP1Er, - - '11i+t i•
FL #
FL7804-R9
ARE THE RESFONSIB11 lI I� . r TTf_
Application Type
Revision
2014
COIiiRAC1uN CF iiC(`rQ110 r .
Code Version
�I;HNN ED
Application Status
BY
Approved
�t Lucie County
Comments
Archived
THESE PLANS AND ALL PROPOSED WDFr
Product Manufacturer
Entegra Roof Tile, Inc.
ARE SUBJECT TO ANY CORRECTIONS
Address/Phone/Email
ho ee Avenue
Okeechobee, v 34972p
Okeechobee,
BY FIELD INSPECTORS THAT
2(863) on@ro 42 -co 1228 P�YRE NECESSARY-Itq�9�iDER'TO
1EM11"EV1p
(863)qohn467-00 ftile.com '�WiPG'+JO'i=I
ALL APPLICApLE.CODES,
Authorized Signature
Terry Johnson
tjohnson@rooftile.com
Technical Representative
Jim Deyarmond * Il '- 0 k-7
Address/Phone/Email
1289 NE 9th Avenue ST. LIIC►F ('QI'NTF' RI'TT nuvGaDMSION
Okeechobee, FL 3497REVIE%N LD FOR CO LANCE(863)
467-0042 REVILIVE.
I
J Deya rmond@roofti
ej5jtL 7
PLANSA.S6PERMI--NRSTBEEEPTONJOOR
Quality Assurance Representative
Terry Johnson NO SPECTWS WILL BEMADE,
Address/Phone/Email
819 South Federal Hwy Suite 300
Stuart, FL 34994
(800) 586-7663
tjohnson@rooftile.com
Category Roofing
Subcategory Roofing Tiles
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report- Hardcopy Received
Florida Engineer or Architect Name who developed Robert Nieminen
the Evaluation Report
Florida License
PE-59166
Quality Assurance Entity
PRI Construction Materials Technologies, LLC
Quality Assurance Contract Expiration Date
11/04/2017
Validated By
John W. Knezevich, PE
Validation Checklist - Hardcopy Received
Certificate of Independence
FL7804 R9 COI 2016 01 COI Nieminen odf
Referenced Standard and Year (of Standard) Standard Year
ASTM C1492 2003
FRSA/TRI April 2012 2012
SSTD 11 1997
TAS 100 1995
TAS 101 1995
TAS 102 1995
TAS 102(A) 1995
lf2
https:/Amww.flccidabuilding.orglpr/pr app o.aspx?param=wGEVXQwtDquovOjOHID/D2bAMgs]79D/D2bkb9MWFOgi8oylmr8D/o3d
M17
Florida Btuldiing Code Online
TAS 112
1995
.j
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Method 1 Option D
04/19/2016
04/20/2016
04/24/2016
06/08/2016
FL#
Model, Number or Name
Description
7804.1
Entegra Concrete Roof Tiles (HVHZ
Concrete Roof The
jurisdictions)
Limits of Use
Approved for use in HVHZ: Yes
Installation Instructions
FL7804 R9 11 2016 04 FINAL ER ENTEGRA FL7804-
R9 HVHZ.odf
Verified By: Robert Nieminen PE-59166
Created by Independent Third Party: Yes
Evaluation Reports
F17804 R9 AE 2016 04 FINAL ER ENTEGRA FL7804-
Approved for use outside HVHZ: No
Impact Resistant: N/A
Design Pressure: N/A
Other: Refer to ER Section 5 for Limits of Use. Refer to ER
Section 6 for Installation.
R9 HVHZ.odf
Created by Independent Third Party: Yes
7804.2
Entegra Concrete Roof Tiles (non-
Concrete Roof Tile
HVHZ jurisdictions)
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other: Refer to ER Section 5 for Units of Use. Refer to ER
Section 6 for Installation.
Installation Instructions
FI 7804 R9 11 2016 04 FINAL ER ENTEGRA FI-7804-
R9 NON-HVHZ.odf
Verified By: Robert Nieminen PE-59166
Created by Independent Third Party: Yes
Evaluation Reports
FL7804 R9 AE 2016 04 FINAL ER ENTEGRA FL7804-
R9 NON-HVHZ.odF
Created by Independent Third Party: Yes
Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone' 850.487-1824
The State of Florida Is an AAIE50 employer. COOY60ht 20137-2013 5tat t n rid :: Privacy, Statement :: AM,, bift Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to, a public -records request, do not send electronic
mall to this entity. Instead, contact Me office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. "Pursuant to Section
455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have
one. The emails provided may be used for off(dal communication with the licensee. However email addresses are public record. If you do not wish to supply a
permnal address, please provide the Department with an email address which can be made available W the public To determine If you are a licensee under chapter
455, fis., please dick here .
Product Approval Accepts:
® ® KTh[ M
-a a
ICCIICIt�' �i Ii CR ICS'
hfmlAvww.floridabuiicing.org/pr/pr app rill.aspx7param=wGEVXQwtDquwOjOHi%2bAMgs179%2bkb9MWWci8oylmr8oA3d 212
TRINITY ERD
EVALUATION REPORT
EXTERIOR RESEARCH & DESIGN, U.C.
Certificate of Authorization #9503
353 CHRISTIAN STREET, UNIT#13
OXFORD, CT 06478
PHONE: (203) 262-9245
FAX: (203) 262-9243
Its Entegra Roof Tile, LLC Evaluation Report E39310.11.11-1-R3
P.NTEGRA 1289 NE St' Avenue FL7804-119
R O O F T I L E Okeechobee,FL34972 Date of Issuance:11/02/2011
Revision 3: 04/18/2016
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 Sth Edition (2014) Florida Building Code
(HVHZ) sections noted herein.
DESCRIPTION: Entegra Concrete Roof Tiles (HVHZ jurisdictions)
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. 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 "Trinityl 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 9.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59165, Florida OC4 ANE1983
The facsimile seal appearingms awhor4ed by Robert Nieminen,
P.E. on N/18/2016. This does not serve as an electninscelly signed
document Signed, sealed hasdwpies have been transmitted tothe
Pmd=Approval Administator and to the named dent
CERTIFICATION OF INDEPENDENCE:
1. Trinityl 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. 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 Trinityl 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.
�tl I � ERD
4. PRODUCT DESCRIPTION:
4.1 BERMUDA FIAT, PLANTATION FIAT and HORIZON FIAT are TAS 112, Type 3a (flat -profile) concrete roof tiles.
1-t/4•
to•\ /
Y
—16'�
2'
2'
10•\ /
Y
Bermuda Flat
Plantation Flat
13" /
y
Horizon Flat
Exterior Research and Design, LLC Evaluation Report E39310.11.11-1-R3
Certi/kate of Authadratron#9503 F1.7804-119
Revision 3: 04/19/2016
Page 3 of 9
4.4 GALENA SPANISH "S" and REGAL are TAS 112, Type 2a (non -Interlocking, high -profile) concrete roof tiles.
17"
Galena Spanish "S"
10"
Hegai
5. LIMITATIONS:
5.1 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.
5.2 This Evaluation Report is for use in FBC HVHZ jurisdictions or other jurisdictions adopting FBC HVHZ
requirements.
5.3 Fire classification is not part of this evaluation; refer to FBC Section 1516 or current Approved Roofing
Materials Directory for fire rating of this product.
5.4 Reference is made to FBC Section 1512.4.2.4 regarding field testing of completed tile roof installations.
5.5 Applicant shall retain the services of an FBC listed, accredited laboratory to perform quarterly tests in
accordance with TAS 112, Appendix W. Such testing shall be submitted to Trinity J ERD for review.
5.6 Minimum underlayment shall comply with the RAS 118, RAS 119 or RAS 120, as applicable. Underlayment
products shall hold Florida Statewide Product Approval or Local Approval for use in tile roof assemblies in
HVHZ jurisdictions.
5.7 Minimum roof deck requirements shall be in accordance with applicable FBC HVHZ requirements.
5.8 All products in the roof assembly shall have quality assurance audit in accordance with the Florida Building
Code and F.A.C. Rule 61G20-3.
Exterior Research and Design, I.I.C. Evaluation Report E39310.11.11-1-R3
f rtlficvte ofAuthorhatien 119903 FL7804-R9
Revision 3:04/18/2016
Page 5 of 9
Tile
Nail
Nail
Bermuda Flat,
Nail
Plantation Fiat or
Nail
Horizon
Nail
Nail'
Screw
TABLE 3A-1: ATTACHMENT RESISTANCE EXPRESSED AS A.MOM
FLAT PRONLE TIES/ MECHANICALLY ATTACHED SYs
Fastener
Pe
Size
Shank
CI
d
Smooth or Screw
N/A
d
Smooth or Screw
N/A
t(2)100d1Ze
Smooth or Screw
Eave
Smooth or Screw
Field
d
Smooth or Screw
Eave
d
Smooth or Screw
Field
Two (2)
10d
Ring
N/A
Two (2)'
One
10d'
#8
in
N/A
N/A
N/A
Two (2)
#8 1
N/A
N/A
Ition with a 4-inch tile headlap and fasteners located min. 2Y2-inch fr
LEI -
TRINITY ERE
'--MF(FT-LBF)__.
AS
Direct -Deck
(.In. 19/3r
plywood)
Direct -Deck
(min.19/11"
plywood)
Battens
7.3
9.8
4.9
14.0
18.8
7.4
19.0
19.0
22.1
24.3
24.3
24.2
31.9
31.9
32.2
35.5
35.5
34.8
30.9
38.1
17.2
50.3'
65,5'
48.3'
30.8
30.8
18.2
51.7
51.7
24.4
head of tile.
W
_ TABLE 3A-2: ATTACHMENT RESISTANCE EX PRESSED ASA MOMENT-MF(FT-IBF)
FLAT PROFILE TILES,ADHESIVE+SET SYSTEMS .. ,
Size
(inch)
Weight (g)
To
Substrate
To Tile
To
Substrate
To Tile
Tile
Application
Adhesive
Mf(ft-lbf)
TILE BOND"'
1x6
1x6
-11
-11
40.6
Touch Seal"'StormBond
1.25x10
1.25 x8
"8.3
`30.2
73.2
Inter-
Bermuda Flat,
Dependent
ICP Adhesives Polyset RTA-1;
75" long
`4.5"
Plantation Flat or
cross -bond
oblong
across head
^9
`5
51.8
Horizon
ICP Adhesives Polyset AH-160
4x4
2x4
`16
^8
428
Independent
ICP Adhesives Polyset AH-160
2 x 7
N/A
-30
N/A
50.9
2 x 10
N/A
-45
N/A 1
91.9
TRESISTANCE EXPRESSED AS A MOM ENT-MF(FT-LBF)
TABLE 381LOWP PROFILE _ ..___.. .. „. ....... _._..., ...,, ..__... _.._..... .- _.
TILES, MECHANICALLY.ATTACHEDSYSTEMS'.", i;:0i,I -
Tile
Fastener
Direct -Deck
(min. 15/32"
plywood)
Direct -Deck
(min. 19/3Y
plywood)
Battens
type
#
Size
Shank
Clip
Nail
One
10d
Smooth or5crew
N/A
8.8,
11.8'
4.1'
Nail
Two (2)
10d
Smooth or Screw
N/A
16.4
21.9
7.1
Nail
One (1)'
10d
Smooth or Screw
Eave
19.02
19.02
22.12
Nall
One(1)2
10d
Smooth or Screw
Field
24.32
24.3'
24.22
Nail
Two (2)
10d
Smooth or Screw
Eave
31.9
31.9
32.2
Estate "S" or Hacienda
Nail
Two (2)
lod
Smooth or Screw
Field
35.5
35.5
34.8
Nail
Two (2)
SOd
Ring
N/A
27,g
37 y
28.8
Nail'
Two (2)'
30d'
Ring'
N/A
43.0'
67.S'
S0.9'
Screw
One (1)2
#B 1
N/A I
N/A I
x a2 I
Screw
'Installal
'For one
I xo I NIA I N/A 1 471
a 4-Inch tile headlap and fasteners located min. 2h-Inch from head of tile.
ner Installations, utilize hole that Is approximately 4Y.-inch from the mterk
49.1
Exterior Research and Design, LLG Evaluation Report E39310.11.11-1-R3
[erti/$ate of Authorization #9503 FL7804-R9
Revision 3: 04/18/2016
Page 7 of 9
F1 JN
41WU
D
LABELING:
7.1 Each unit shall bear the imprint and/or identifiable marking of the manufacturer's name or logo, as detailed
below. Tile lots shall be labeled in accordance with the requirements of the Accredited Quality Assurance
Agency noted herein.
_ and/or
ENTEURR
Labeling: Bermuda Flat, Plantation Flat, Estate "S", Bella High "S", Galena Spanish "S"
U
11
Hanson
Labeling: Horizon Flat, Hacienda, Regal
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:
10.
Profiles
chobee, FL
l
Bermuda Flat, Plantation Flat, Estate "S", Bella High "S", Galena Spanish "S"
yers, FL
Horizon Flat, Hacienda
ield Beach, FL
Horizon Flat, Hacienda, Regal
QUALITY ASSURANCE ENTITY:
PRI Construction Materials Technologies, LLC. — QUA9110; (813) 621-5777
END OF EVALUATION REPORT —
Exterior Research and Design, LLG [erdJ@"te of Auth.,hint"n#9503 Evaluation Report E39310.11.11-1-R3
FL7804-R9
Revision 3:04/18/2016
Page 9 of 9
Florida Building Code Online
Submit surcharge Sorts a Facts Publlca9pns i FBc Staff ' BM Site Map � LinksI Search
db' r
Product Approval
� USER: Public User
e
Product Approval Menu > Pmdwa or Application Search
> Aoolication List> Appueation Detan
FL #
FL5259-R25
Application Type
Revision
Code Version
2014
Application Status
Approved
Comments
Archived
Product Manufacturer POLYGLASS USA
Address/Phone/Email 150 Lyon Drive
Fernley, NV 89408
(570) 384-1230 Ext 242
jakins@polyglass.com
Authorized Signature James Akins
jakins@polyglass.com
Technical Representative Steve Wadding
Address/Phone/Email 150 Lyon Drive
Fernley, NV 98408
(602) 363-7139
stevew@polyglass.com
Quality Assurance Representative lames Akins
Address/Phone/Email 555 Oakridge Road
Humboldt Industrial Pkwy
Hazleton, PA 18201
(800) 894-4563
jakins@polyglass.com
Category Roofing
Subcategory Underlayments
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed
Robert Nieminen
the Evaluation Report
Florida License
PE-59166
Quality Assurance Entity
UL LLC
Quality Assurance Contract Expiration Date
04/24/2018
Validated By
John W. Knezevich, PE
Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard) Standard
Year
ASTM D1970
2009 1
ASTM D226
2006
ASTM D6164
2005
ASTM D6222
2008
ASTM G154
2006—
ASTM G155
2005
htlpsJ/wwwAoridabuilding.org/prlpr app O.aspx7param=wGEVXQwtDgvbSgAaZp3Crk2vSP/o2feg01ipmOTAu7g3GAIUPJLg63BcVwP/p3d`/P3d 1/2
W512017
Florida Building Code Oldine
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
FM 4474 _ 2004
FRSA/TRI April 2012 2012
TAS 103 1995
UL 1897 M
04
Method 1 Option D
10/17/2016
10/18/2016
10/19/2016
12/15/2016
FL#
Model, Number or Name
Description
5259.1
Polyglass Roof
Roofing underlayments
Undedayments
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-622.5
Other: 1.) The design pressure In this
application relates to one particular
underlayment system (over concrete deck) for
use under foam -on the systems (where the
Installation Instructions
FL5259 R25 11.2016 10 FINAL ER POLYI32LASS I INIIFRI AVMENTS FL5259-
R2
Verified By: Robert Nleminen PE-59166
Created by Independent Third Party: Yes
Evaluation Reports
R25 AE 2016 10 FINAL ER POLYGLASS UNDERLAYMENTS FL5254-
R25.odf
Created by Independent Third Party: Yes
underlayment forms part of the load -path).
Refer to ER Section 5.6.4 for other systems,
other deck types and associated maximum
design pressures. 2.) Refer to ER Section 5 for
other limits of use.
`— Eacl. neat
Contact Us :: 2601 Blair Sum. Read, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an A VEEO employee Copyright 2007-2013 SUI§ It Fl rid :: privacyStale e i :: bility Statement :: R fu d Statemeni
Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electroNc
mall to this entity. Instead, contad the office by phone or by traditional mail. if you have any questions, please contact 850.487.1395. 'Pursuant to Section
455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have
one. The smalls provided may be used for official communication with the Ilcensee. However email addresas are public record. If you do not wish to supply a
personal address, please provide the Department with an email address which can be made available to the public To determine If you are a licensee under Chapter
455, F.S., please dldc here_
product Approval Accepts:
MUM RE ER 0
Seb'Uritym L Titus,
hltpsJAw .floridabuilding.org/pr/pr app dill.aspx7pararn=wGEVXQwtDgvbSgAaZp3Crk2vS0.2feg01ipmOTAu7g3GAlUPJLg63BcVw%3d%3d �
�n
EXTERIOR RESEARCH & DESIGN, LLC.
Certificate of Authorization #9503
353 CHRISTIAN STREET, UNIT#13
I TRINITY ERD OXFORD, CT 06478
PHONE: (203) 262-9245
FAX: (203) 262-9243
EVALUATION REPORT
polyglass USA, Inc. Evaluation Report P12060.02.09-R21
ISO Lyon Drive FL5259-R25
Fernley, NV 98408 Date of Issuance: 02/24/2009
Revision 21:10/17/2016
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 Sw Edition (2014) Florida Building Code sections noted
herein.
*DESCRIPTION: Polyglass Roof Underlayments
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein.
,CONTINDED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced
Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this
Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the
referenced Quality Assurance documentation changes. Trinity] ERD requires a complete review of this Evaluation Report
relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity]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 paged through 13.
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 10/17/2016. This does not serve as an electronically
signed document Signed, sealed hardcopies have been
transmitted to the Product Approval Administrator and to the
named client
CERTIFICATION OF INDEPENDENCE:
1. 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. Trinity) ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nleminen, 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 Trinityl 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.
Ilet�jj� COPY L
TRINITY ERD
Enti Examination Reference Date
ERD (TST 6049) Physical Properties P33370.03.11 03/02/2011
ERD (TST 6049) Physical Properties P33370.04.11 04/26/2011
ERD (TST 6049) Physical Properties P37300.10.11 10/19/2011
ERD (TST 6049) Physical Properties P40390.08.12-1 08/D6/2012
ERD (TST 6049) Physical Properties P40390.08.12-2 O8/0712012
ERD (TST 6049) Physical Properties C41420.09.12-3 09/11/2012
ERD (TST 6049) Wind Uplift P39680.03.13 03/04/2013
ERD (TST 6049) Physical Properties P45370.04.13 04/26/2013
ERD (TST 6049) Wind Uplift P1738.02.07-R2 04/29/2013
ERD (TST 6049) Wind Uplift 11757.04.01-1-R1 04/30/2013
ERD (TST 6049) Wind Uplift P41630.08.13 08/06/2013
ERD (TST 6049) Wind Uplift P11751.05.03-R1 11/26/2013
ERD (TST 6049) WindUplift P11781.11.03-R1 11/26/2013
ERD (TST 6049) Physical Properties P45270.05.14 05/12/2014
ERD (TST 6049) Physical Properties 6020.07.14-1 09/08/2014
.ERD (TST 6049) Physical Properties 6020.09.14-2 09/08/2014
ERD (TST 6049) Physical Properties 6020.09.14-3 09/08/2014
ERD (TST 6049) Physical Properties 6020.09.14-4 09/08/2014
ERD (TST 6049) Physical Ptoperties 6020.09.14-5 09/08/2014
ERD (TST 6049) Physical Properties 6020.09.14-6 09/08/2014
ERD (TST 6049) Physical Properties P46520.10.14 10/03/2014
ERD (TST 6049) Physical Properties P44360.10.14 10/07/2014
ERD (TST 6049) Physical Properties P43290.10.14 10/17/2014
ERD (TST 6049) Physical Properties PLYG-SC7550.03.15 03/24/2015
ERD (TST 6049) Physical Properties P40390.04.15 04/03/2015
ERD (TST 6049) Physical Properties PLYG-SC8080.05.15-1 05/20/2015
ERD (TST 6049) Wind Uplift PLYG-SC8905.05.16-1 05/17/2016
ERD (TST 6049) Physical Properties PLYG-SC8080.07.16 07/16/2016
ERD (TST 6049) Wind Uplift PLYG-SC12025.10.16 10/12/2016
ICC-ES(EVL 2396) _ IBCCompliance ESR-1697 11/O1/2014
Miami -Dade (CER 1592) HVHZCompliance NOA 14-0717.08 01/22/2015
Polyglass USA Manufacturing Affidavit Products Current 02/18/2009
Polyglass USA P/L Affidavit Mule -Hide Cross Ltg 03/O1/2008
Polyglass USA Materials Affidavit Polystick SA Compound 08/19/2011
UL, U.C. (QUA9625) Quality Control Service Confirmation Exp. 04/24/2018
4. PRODUCT DESCRIPTION:
4.1 Mechanically Fastened Underlavments:
4.1.1 Elastobase is a fiberglass reinforced, SBS modified bitumen base sheet.
4.1.2 Elastobase P is a polyester -reinforced, SBS modified bitumen base sheet.
4.1.3 Polyglass G2 Base is a fiberglass -reinforced, asphaltic base sheet.
4.1.4 Polyglass APP Base is a fiberglass -reinforced, APP modified bitumen base sheet.
4.2 SelfSelf-AdheringUnderlayments:
4.2.1 Polystick MTS is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, surfaced
with polyolefinic film surface; meets ASTM D1970 and TAS 103.
4.2.2 Polystick MTS PLUS is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced,
surfaced with poly -film surface; meets TAS 103.
4.2.3 Polystick IR-Xe is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with an
aggregate surface; meets ASTM D1970.
Exterior Research and Design, U.C. Evaluation Report P12060.02.09-R21
Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION FL5259-RZS
Revision 21: 10/17/2016
Page 3 of 13
�r
r 4
TRINITY ERD
TAete 1: ROOF COVER OPTIONS _
Underlayment
Asphalt Shingles
Nall -On Tile
Foam -On The
Metal
woodshakes&
Shingles
slate
Polystick TU Max
No
Yes
Yes
Yes
No
No
See
5.Polystick
Dual Pro
Yes
Yes
No
Yes
Yes
Yes
Polystick Tile Pro
Yes
Yes
Yes
Yes
Yes
SeeYes
5.Polystick
MU-X
Yes
I No
No
Yes
Yes
Yes
Elastoflex S6G
Yes
Yes
Yes
No
Yes
Yes
See 5.5.1
Elastoflex S6 G FR
Yes
Yes
No
No
Yes
Yes
PolyflexG
Yes
Yes
Yes
No
Yes
Yes
Se
Polyflex G FR
Yes
Yes
No
No
Yes
Yes
Polyflex SAP or SAP FR
Yes
Yes
Yes
No
Yes
Yes
See
5.Mule-Hide
SA-APPCap Sheet
Yes
Yes
Yes
No
Yes
Yes
or SA-APP Cap Sheet (FR)
see 5.5.1
5.5.1 "Foam -On Tile" is limited to use of the following Approved tile adhesives unless tensile adhesion / long term aging
data from an accredited testing laboratory is provided.
✓ 3Mm 2-Component Roof Tile Adhesive AH-160 (FL6332): Polystick TU P, Polystick TU Plus, Polystick TU Max,
Elastoflex S6 G, Polyflex G, Polyflex SAP, Polyflex SA Cap FR, Mule -Hide SA-APP Cap Sheet or Mule -Hide SA-APP
Cap Sheet (FR) or Tile Pro.
✓ 3Mm Foam Roof Tile Adhesive RTA-1 (FL6276): Polystick TU P, Polystick TU Plus, Polystick TU Max, Elastoflex 56
G, Polyflex G, Polyflex SAP, Polyflex SA Cap FR, Mule -Hide SA-APP Cap Sheet or Mule -Hide SA-APP Cap Sheet (FR)
or Tile Pro
✓ Convenience Products' Touch'n Seal Storm Bond Roof Tile Adhesive (FL34506): Polystick TU Plus, Polystick TU
Max.
✓ Dow TIIeBond (FL717): Polystick TU P, Polystick TU Plus, Polyflex SAP or Tile Pro.
✓ Polyglass PolyLok Roof Tile Adhesive (FL37855): Polystick TU Plus or Polystick TU Max.
5.6 Allowable Substrates:
5.6.1 Direct -Bond to Deck:
Polystick (all variations), Dual Pro, Tile Pro, Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet
(FR) self -adhered to:
➢ New untreated plywood; ASTM D41 primed new untreated plywood; Existing plywood; ASTM D41 primed existing
plywood; New or existing, unprimed OSB; ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41 primed
Southern Yellow Pine; ASTM D41 primed structural concrete; Huber Engineered Woods "ZIP System" Panels
(designed and installed to meet wind loads for project).
Note: Polyglass does not require priming of new or existing plywood or OSB Sheathing. New or existing plywood or
OSB sheathing should be cleaned of all dirt and debris prior to application of Polystick membranes.
Elastoflex S6 G or S6 G FR in hot asphalt to:
➢ ASTM D41 primed structural concrete.
Polyflex G or G FR torch -applied to:
➢ ASTM D41 primed structural concrete.
Exterior Research and Design, LLC.
Certificate of Authorization #9503
FBC NON-HVHZ EVALUATION
Evaluation Report P12060.02.09-1121
FL5259-R25
Revision 21: 10/17/2016
Page 5 of 13
TRINITY ERD
5.6.4.3 Maximum Desien Pressure=-105 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: WB-3000
Base Ply: (Optional) Polystick MTS PLUS, self -adhered
Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and
Mule -Hide SA-APP Cap Sheet (FR), self -adhered and back -nailed within the selvedge -edge side laps using 12 ga. x
IY." ring shank nails through 32 ga., 1.5/9" diameter tin caps spaced 12-inch o.c.
5.6.4.4 Maximum Design Pressure =-135 osf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: (Optional) PG100 or ASTM D41
Joints: Min. 4-inch wide strips of Elastoflex SA-V overall plywood joints.
Base Ply: (Optional) Polystick MTS PLUS, self -adhered
Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and
Mule -Hide SA-APP Cap Sheet (FR), self -adhered.
5.6.4.5 Maximum Design Pressure=-315 psf:
Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: PG100 or ASTM D41
Base Ply: (Optional) Polystick MTS PLUS, self -adhered
Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Tile Pro, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap
Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered.
5.6.4.6 Maximum Design Pressure = -622.5 psf:
Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: PG100 or ASTM D41
Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
5.6.4.7 Maximum Design Pressure =-30.0 osf*:
Deck: Min.15/32-inch OSB to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface)
Fasteners: 11 ga. x 1.25-inch long x 1-inch head diameter round metal cap nails
Spacing: 6-inch o.c. at the 3-inch wide side laps and 6-inch o.c. at two (2) equally spaced staggered center rows.
Base Ply: (Optional) Polystick MTS PLUS, self -adhered
Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and
Mule -Hide SA-APP Cap Sheet (FR), self -adhered.
5.6.4.8 Maximum Design Pressure=-37.5 psf*:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface)
Fasteners: 11 ga. x 1.25-inch longx 1-inch head diameter round metal cap nails
Spacing: 6-inch o.c, at the 3-inch wide side laps and 6-inch o.c. at two (2) equally spaced staggered center rows.
Base Ply: (Optional) Polystick MTS PLUS, self -adhered
Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and
Mule -Hide SA-APP Cap Sheet (FR), self -adhered.
5.6-4.9 Maximum Design Pressure =-37.5 psf*:
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: One (1) or two (2) layers ASTM D226, Type II felt
Fasteners: 11 ga. x 1.25-inch long 1-inch head diameter round metal cap nails
Spacing: 6-inch o.c. at the 3-inch wide side laps and 12-inch o.c. at two (2) equally spaced staggered center rows.
Underlayment: Elastoflex S6 G, applied in full mapping of hot asphalt.
Exterior Research and Design, U.C.
Certificate of Authorization #9503
FBC NON-HVHZ EVALUATION
Evaluation Report P12060.02.09-R21
FL5259-R25
Revision 21: 10/17/2016
Page 7 of 13
IN
TRINITY ERD
5.6.4.17 Maximum Design Pressure = -60 psf:
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap)
Fasteners: CMG #12 Standard Roofgrip with OMG Flat Bottom Metal Plates
Spacing: 12-inch o.c. at the 4-inch wide side laps and 12-inch o.c. at two (2) equally spaced staggered center rows.
Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
5.6.4.18 Maximum Design Pressure = -67.5 nsf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Polyglass G2 Base or Polyglass APP Base (requires use of torch -applied underlayment)
Fasteners: 12 ga. x 1.25-inch longx 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps
Spacing: 8-inch o.c. at the 4-inch wide side laps and 8-inch o.c. at four (4) equally spaced staggered center rows.
Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or torch -applied or Polyflex G, torch -applied.
5.6.4.19 Maximum Design Pressure=-75 osf
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Polyglass G2 Base or Polyglass APP Base (requires use of torch -applied underlayment)
Fasteners: Dekfast #14 with Dekfast Hex plates, CMG #14 HD with OMG 3" Galvalume Steel Plates, OMG Roofgrip #14 with
OMG Flat Bottom Plates (AccuTrac), Trufast HD with Trufast 3-inch Insulation Plates or Simplex MAXX Cap
Fasteners
Spacing: 10-inch o.c. at the 4-inch wide side laps and 10-inch o.c. at three (3) equally spaced staggered center rows.
Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or torch -applied or Polyflex G, torch -applied.
5.6.4.20 Maximum Design Pressure = -90 osf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap)
Fasteners: Simplex MAXX Cap Fasteners
Spacing: 6-inch o.c. at the 2-inch wide side laps and 6-inch o.c. at two (2) equally spaced staggered center rows.
Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
5.6.4.21 Maximum Desien Pressure =-90 psf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap)
Fasteners: OMG #12 Standard Roofgrip or CMG #14 Heavy Duty with CMG 3" Round Metal Plates or OMG Flat Bottom Metal
Plates
Spacing: 6-inch o.c. at the 4-inch wide side laps and 6-inch o.c. at three (3) equally spaced staggered center rows.
Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
5.6.4.22 Maximum Design Pressure=-90 psf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase (sanded top surface)
Fasteners: Trufast #12 DP or Trufast #14 HD with Trufast 3" Metal Insulation Plates
Spacing: 6-inch o.c. at the 4-inch wide side laps and 6-inch o.c. at three (3) equally spaced staggered center rows.
Underlayment: Elastoflex 56 G, applied in full mopping of hot asphalt.
5.6.4.23 Maximum Design Pressure =-90 psf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Polyglass G2 Base or Polyglass APP Base (requires use of torch -applied underlayment)
Fasteners: Dekfast #14 with Dekfast Hex plates, CMG 414 HD with OMG 3" Galvalume Steel Plates, OMG Roofgrip #14 with
CMG Flat Bottom Plates (AccuTrac), Trufast HD with Trufast 3-inch Insulation Plates or Simplex MAXX Cap
Fasteners
Spacing: 9-inch o.c. at the 4-inch wide side laps and 9-inch o.c. at four (4) equally spaced staggered center rows,
Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or torch -applied or Polyflex G, torch -applied.
Exterior Research and Design, LLC.
Certificate of Authorization #9503
FBC NON-HVHZ EVALUATION
Evaluation Report P12060.02.09-R21
FL5259-R25
Revision 21: 10/17/2016
Page 9 of 13
TRINITY ERD
Polyflex SAP or SAP FR, or Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) does not have an exposure
limitation, unless the prepared roof covering is to be adhesive -set tile, in which case the maximum exposure is 30
days.
Elastoflex S6 G or S6 G FR or Polyflex G or G FR does not have an exposure limitation, unless the prepared roof
covering is to be adhesive -set tile (Elastoflex 56 G or Polyflex G only), in which case the maximum exposure is 180
days.
6. INSTALLATION:
6.1
6.2
6.3
6.3.1
6.3.2
6.3.3
6.4
6.4.1
6.4.2
Polyglass Roof Underlayments shall be installed in accordance with Polyglass published installation requirements
subject to the Limitations set forth in Section 5 herein and the specifics noted below.
Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove
any dust and debris prior to application, and prime the substrate (if applicable).
Elastobase Elastobase P or Mule -Hide Nail Base.
Shall be installed in compliance with the codified requirements for ASTM D226, Type II underlayment in FBC Sections
1507 for the type of prepared roof covering to be installed.
Non -Tile Applications:
Reference is made to the current edition of the NRCA Steep -slope Roofing Manual and ARMA recommendations for
installing shingle underlayments and flashings
Elastobase, Elastobase P or Mule -Hide Nail Base may be covered with a layer of Polystick, Polyflex SAP or SAP FR,
Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR), Dual Pro or Tile Pro, self -adhered, Elastoflex S6 G or 56 G FR in
hot asphalt or Polyflex G or G FR, torch applied.
Tile Applications:
Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions noted
above as a guideline.
Polystick MTS. MTS PLUS, IR-Xe, TU P TU Plus TU Max Dual Pro Tile Pro or MU X or Polyflex SAP Polyflex SAP FR
Mule -Hide SA-APP Cat)Sheet or Mule -Hide SA APP Cal) Sheet (FR)
Shall be installed in compliance with the codified requirements for ASTM D1970 underlayment in FBC Sections 1507
for the type of prepared roof covering to be installed.
Direct -to -Deck with Mechanically Fastened Roof Covers:
All self -adhering materials, with the exception of Polystick TU Plus, Polyflex SAP or SAP FR and Mule -Hide SA-APP Cap
Sheet or SA-APP Cap Sheet (FR) should be back -nailed in selvage edge seam in accordance with Polyglass / Mule -Hide
Back Nailing Guide. Nails shall be corrosion resistant, 11 gauge ring -shank type with a minimum 1-inch diameter
metal disk or Simplex -type metal cap nail, at a minimum rate of 12" o.c. Polystick TU Plus should be back -nailed using
the above noted fasteners and spacing, in area marked "nail area, area para clavar" on the face of membrane. The
head lap membrane is to cover the area being back -nailed
All seal -lap seams (selvage laps) must be itr e • ram;
firmly rolled with a minimum 28 lb. hand s'f` Y�`f'`-)
roller to ensure full contact and adhesion. r•.�,.. a
For Dual Pro and Tile Pro, align the edge of
the top sheet to the end of the glue pattern
(the sheet will overlap the fabric).
Exterior Research and Design, U.C.
Certificate ofAuthodzotion H9503
View of Ovelap Seam of Dual Pro and rile Pro
FBC NON-HVHZ EVALUATION
Evaluation Report P12060.02.09-1121
FL5259-R25
Revision 21: 10/17/2016
Page 11 of 13
77
B.
TRINITY ERD
6.7.2 Battens and/or Counter -battens, as required by the tile manufacturer and FRSA/TRI April 2012 (04-12) must be used
on all roof slopes greater than 7:12. Precautions should be taken as needed, such as the use of battens or sail-
boards, to prevent tile sliding and/or damage to the underlayment during the loading process.
6.7.3 For nail -on tile systems over Polystick MTS, battens are required for loading / staging of the tile.
6.7.4 For nail -on tile systems over Polystick MTS PLUS:
D Battens are required for loading/staging of lugged tile regardless of slope.
D Battens are required for loading/staging of flat file at slopes in excess of 5:12.
6.7.5 The minimum cure time after installation of self -adhering membranes and before loading of roofing tiles is forty-eight
(48) hours.
BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product.
MANUFACTURING PLANTS:
Contact the noted QA agency for information on product locations covered for F.A.C. Rule 61G20-3 QA requirements.
QUALITY ASSURANCE ENTRY:
UL, LLC—QUA9625; (314) 578-3406; k.chancellor@us.ul.com
Exterior Research and Design, U.C.
Certificate of Authorization #9503
END OF EVALUATION REPORT -
FBC NON-HVH2 EVALUATION
Evaluation Report P12060.02.09-1121
FL5259-R25
Revision 21: 10/17/2016
Page 13 of 13