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I'ERNI1T APPLICATION INFORMATION*( PARCEL. DATA
Address: 101 RIVERVIEW DR, IENSEN-BEACH, Pcrmi Numbcr.11804-0636
FL34457 Pali Ty;:ROOF-METAL
Num Units: 1 P—M uaumaoz W"
Job Description: TEAR -OFF -EXISTING SHINGLE
ROOF AND REPLACE. WIT( 15 V Ii L-W.. Status 06ding';, swhmwaron eesa661
)100SQ.FT,/3i 12PTTCFI ZRESIDENTIAL, SINGLE LW zo
117MITY-4 ; a—concry
Date Applied- 4/23/2018
ERMIT REVIEIV INFORMATION
Reviewed By
Date Started
Date Sent
Dop rtmenN Date Comploted Review Type Review Status
diissbet
4232018
41=018
PLANS EXAMINER REVIEW INCOMPLETE
NIELSENK
4232018
4232018
4232018 FRONT COUNTER REVIEW COMPLETE
-
PERM( REVIEW COMMENTS INFORMATION -_-
Review Type
Compllanco
Comment
9
J Comment
Date
Date
t
PLANS EXAMINER
4242018
l'ER.F,LO IDA_ BU LDING,C.ODE [AJ:107�2s1 PLEASE'SUBMff,WHICH UNOER.L-AYMENT-APPLICATION
`-'—
REVIEW
WICL`BEUSED :� _
PLANS EXAMINER
FOR. E_5 V STEEL ROOF PANELIPRODUCT+AP,PIZOVAL-170221 _ ITT YOU SUBMEp,PLE
«REdY IT WITH METHODIOF ATTACHMENT HIGHLIGHTED'PtWFL'"ORIDA IiL11LDING GEASDD6(AI
REVIEW
-4242018
107:2.1.� 1
NSPECTION INFORMATION
Inspector
Inspection Type
Date
Date Inspection Date of Scheduled Permit Inspector
Name
Updated Schoiluled Status Inspection By Number Comments
ROOFSHEATHING
4/242018 1804-0636
ROOF
AEFIDAVIT=TURN 4242016 1804-0636
INTO OFFICE
ROOF DRY-INITIN TAB 41242618 ; 1804-0636
HOT MOP
i
424/2018 1804.0536
FASTNERS (I ST)
4242018 1804-0636
FINAL INSPECTION
4242018 I 1804-0636
ST. LUCIE COUNTY BUILDING DIV ION
REVIEWED FOR COMP IANCE
REVIEWED Y
DATE
PLANS AND PERM MUST BE KEP N JOB
SITE OR NO INSPECTIONS) WIL BE MADE
THESE PLANS AND ALL., PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
1
CONCEALED PAMNERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OR RECORD
Palm City, FL 34990
Compliant with Florida Building Code 201� (61h 6d.)
Compliant with Florida Product Approval wale 61620-3
Compliant: Keystone Certifications
Product: 5 V Crimp 26GA Steel Roof Panel �FBC Sec.1507.4.2
Yield strength: 50 ksi min.; Attached to min.15/32" plywood or !Brood
Deck w/ min. 0.42 specific gravity with,screws. 24" Coverage
Rib Height 3.8"
Corrosion Resistant Compliant: FBC Sec.1507.4.3
Fastener 1(Method 1 Attachment): #9 x 1-1�/2
3/16" min. thru deck or 5/8" embedment i:1C
to
requirements)
Fastener 2 (Method 2,3, & 4 Attachment):
penetrate 3/16 pain. thru deck or 5/8" embei
to meet requirements) I
Urlderlayment: To be compliant with FBC Sec,
Slope: Shall be .in compliance with FBC Sec.
Washer Head good screw* to penetrate
plank. (*or sufficient length to meet
t-1/2" Hex -Washer Dead wood screw* to
ent into wood plank. (*or sufficient length
hart 1507.1.1
faste meat specifications above
Install Details: Table A Allowable. Loads
MEtHOD 1
C > : , METHOD 3
METHOD 4
DESIGN PRESSURE`
-8,6 PSF
: �93 5`PSF? -101 PSF
-228 PSF
j ROW SPACING
14" o.ci16�'
�o,c� 8" G.C.
6" o.c.
FASTENER SPACING (ALONG 6�ae�el width)
I o.c:
432" o-c:-
12" o.c.
12" O.C.
FASTENER SIZE
�,#9
� #10--: ".
#10
#10
Reference Data: ARCHITECTURAL TESTING, INC. fSi' ID#:1527
UL 580-06 & 1897,04' Test: Report i3ff 893.01-450-18 05/02/14
Test Report F3366.a1-450-18 12/28/15
TAS 125-03 Test Report D05893.02-450-18 07/22/14
*EQUIVALENCY-UL 1897-04 is equivalent to test standard UL 189712 *Design pressure margin ofsafety 2:3
i a �„��onfrrtri,,�,.
Locke Bowden, P.E. does not have, not will acquire a financial ip SPgs lr; qe,. A-jgip cturing or distributing products
under this evaluation. la Y.
Locke Bowden, P.E. is not owned, operated, or controlled by agy coanparilfpn4bgfatturep, or distributing products under this
report. al ,q 0 a
s :rc:::�►timi
i I i
FL17022.1 5V Crimp (2GG,
"Limitations:
k
r
Steel), 24" Wide Roof Panel - Details
1. Underlayment to be compliance with current Florida Building Code (FBC)2017 6111 ed.
2. Minimum slope to be compliant with Florida Building Clode 201 16th ed., and per with Manufacturers installation reference.
3. Products are compliant for State of Florida product approval per Rule 61 G20-3. Compliance Method: 1-13
4. Engineering analysis for "project specific approval by local authorities wfjurisdiction is allowed by other registered engineers.
5. Fire classification is not part of this acceptance. Shear IdiaphragIm values are outside this report.
6. Support framing in compliance w/FBC 2017 611, ed., Chapter 22.; for Steel, Chapter 23 for Wood and Chapter 16 for
Structural Loading. , 1
7. This report does not imply warranty, installation, recom ended iproduct use outside of this report.
Fasteners-
#9 x 1I-1 r1' Fdtn. or
Y10 x.1-12-Fdh, per7 b;e :1" forRow 5-V Crtm Roof Panel
spacing and Design Pressures
Hex Washer Head Wood Serews
Deck,
t EW or Greater Fly6•sod, cr {
vlbod plank I
i
1?' I
3f+6"
N n
�— O. r DUAL STRIATIGu
ii
Patel Pt file
Nominal12" I Nominal12"
D.C. Fr I D.C. '1
`J 9 X ;112" Min. or #10 X 1-1/2" Min. per
'fable rA" Hex Masher Head Screw
Spaced 12" D.C. across the Panel Wdth
Panel Refer to Table "A" for Spacing Along Panel
Overlap Length
Deck-15/32" or greater
plywood, or
-Wood plank
I
1
i
'\JTRINITY ! ERD
EVALUATION REPORT.
Polyglass USA, Inc.
350 �y�gD�ive
Fernley, NV 98408
(S70) 384-1230
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 a
construction materials in the State of Florida. The docum
for use of the product under the Florida Building Code
described herein have been evaluated for compliance w
herein.
DESCRIPTION: Polyglass Roof Underlayments
LABELING: Labeling shall be in accordance with the requirem
CONTINUED COMPLIANCE This Evaluation Report is valid unt
Quality,Assurance documentation changes, or provisions of
Evaluation Report by the:named client constitutes agreeme
referenced Quality Assurance documentation changes. Tri
relative to updated Code requirements with each Code Cycl
ADVERTISEMENT: The Evaluation Report number preceded
advertising literature. If any portion of the Evaluation Repo
INSPECTION: Upon request, a copy of this entire Evaluation
distributors and shall be available for inspection at the job s
This Evaluation Report consists of pages 1 through 14
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No: 59166, Florida DCA ANE1983
EXTERIOR RESEARCH &DESIGN, I.I.C.
Certificate of Authorization'#9503
353 CHRISTIAN STREET, UNIT#13
OXFORD, CT 06478
(203) 262-9245
i Evaluation Report P12060.02.09-R23
FL5259-R27
Date of Issuance:02124/2009
' Revision 23: 09/14/2017
f
theapplicable rules and regulations governing the use of
atlon submitted has been reviewed by Robert Nieminen, P.E.
d Florida Building Code, Residential Volume. The products
the 6, th Edition (2017) Florida Building Code sections noted
i
i
ents the Accredited Quality Assurance Agency noted herein.
it such time as the named product(s) changes, the referenced
Ithe Code that relate to the product change. Acceptance of this
�t to notify Robert' Nieminen, P.E. if the product changes or the
ity( ERD requires a complete review of this Evaluation Report
e. I
Iby the words "Trinity I ERD Evaluated" may be displayed in
rt Is displayed, then it shall be done in. its entirety.
t�port hall be provided to the user by the manufacturer or its
Ite at tfe request of the Building Official.
CERTIFICATION OF INDEPENDENCE:
1. Trinity, I'ERD does not have, nor does it intend to acquire or wi
distributing products it evaluates.
2. TrinityI ERD is not owned, operated or controlled by any compai
3. Robert Nieminen, P.E. does not have nor will acquire, a financial
which the evaluation reports are being issued.
4. Robert Nieminen, P.E. does not have, nor will acquire, a financia
product.
5. This is a building code evaluation. Neither Trinity) ERD nor Rot
project on which this Evaluation Report, or previous versions thi
specifically for that purpose.
The facsimile seal appearing was authorized by Robert Nieminen,
P.E. on 09/14/2017. This does not serve as an electronically
signed document.
it acquire, a financial interest in any company manufacturing or
r manufacturing or distributing products it evaluates.
nterest in any company manufacturing or distributing products for
interest in any other entity involved in the approval process of the
5
art Nieminen, P.E. are, in any way, the Designer of Record for any
'eof, is/was used for permitting. or design guidance unless retained
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Underlayment
Compliance Statement: Roof Underlayments, as proc
following sections of the 5`h Edition (2014) Florida Bull
Compliance is subject to the Installation Requirements a
2. STANDARDS:
i
' 'I TRINITY I ERD
j
i
C
iced by ipalyglass USA, Inc., have demonstrated compliance With the
ing Code through testing in accordance with the following'Standards.
d Limitations / Conditions of Use set forth herein.
Section
Pro a
Standard
Year
1504.3.1
Wind Uplift
FM 4474
2011
1504.3.1
Wind Uplift
UL 1897
2012
1507.2.3 / 1507.1.1
Physical Propertl s
ASTM D226
2009
1507.2.4 / 1507.1.1,1507.2.9.2
Physical Properties
ASTM D1970
2015
1507.3.3
Physical Properties
FRSA/TRI April 2012
2012
1507.11.2
Physical Properti 9s
ASTM D6164
2011
1507.11.2
Physical Properties j
ASTM D6222
2011
1523.6.5.2.1
Physical Properties
TAS 103
1995
TAS 110
Accelerated Weathering i
TAS 110
2000
3. REFERENCES:
Ent(ty
Examination
Reference
Date
FM Approvals (TST 1867)
Wind Uplift
3004091
01/12/2000
PRI (TST 5878)
Physical Propertie
PRI01111
04/08/2002
PRI (TST 5878)
Physical Properties
PUSA-005-02-01
01/31/2002
PRI (TST 5878)
Physical Properties
PUSA-013-02-01
12/23/2002
PRI (TST 5878)
Physical Properties
PUSA-013-02-02
12/23/2002
PRI (TST 5878)
Physical Properties
PUSA-013-02-03
12/23/2002
PRI (TST 5878)
Physical Properties
PUSA-018-02-01
07/14/2003
PRI (TST 5878)
Physical Properties
PUSA-028-02-01
01/13/2005
PRI (TST 5878)
Physical Properties
PUSA-033-02-01
01/12/2006
PRI (TST 5878)
Physical. Properties
PUSA-035-02-01
09/29/2006
PRI (TST 5878)
Physical Properties
PUSA-055-02-02
12/10/2007
PRI (TST 5878)
Physical Properties
i� PUSA-061-02-02
01/28/2008
PRI (TST 5878)
Physical Properties
PUSA-076-02-01
02/22/2008
PRI (TST 5878)
Physical Properties
PUSA-083-02-01
04/14/2008
PRI (TST 5878)
Physical Properties
PUSA-088-02-01
07/29/2009
MTI-(TST 2508)
Physical Properties
JX20H7A
04/01/2008
MTI (TST 2508)
Physical Properties
RX14E8A
01/29/2009
ERD (TST 6049)
Physical Properties
11752.09.99-1
02/08/2000
ERD (TST 6049)
Wind Uplift
11757.08.01-1
08/13/2001
ERD (TST 6049)
Wind Uplift
11776.06.02
01/16/2003
ERD (TST 6049)
Physical Properties
02200.07.03
07/14/2003
ERD (TST 6049)
Wind Uplift
P1740.01.07
01/04/2007
ERD (TST 6049)
Physical Properties
P5110.04.07-1
04/11/2007
ERD'(TST 6049)
Wind Uplift
P9260.03.08
03/21/2008
ERD (TST 6049)
Physical Properties
P13450.08.09
08/13/2009
ERD (TST 6049)
Wind Uplift
1330540.31.09-R1
11/30/2009
ERD (TST 6049)
Physical Properties
P11030.11.09-1
11/30/2009
ERD,(TST 6049)
Wind Uplift
P11030.11.09-2
11/30/2009
ERD (TST 6049)
Physical Properties
P11030.11.09-3
11/30/2009
ERD (TST 6049)
Physical Properties I
P33360.06.10
06/25/2010
ERD (TST 6049)
Physical Properties
P33370.03.11
03/02/2011
ERD (TST 60491
Physical Properties I
P33370.04.11
04/26/2011
ERD (TST 6049)
Physical Properties
P37300.10.11
10/19/2011
Exterior Reseatch and Design,,LLC.
Evaluation Report P12060.02:09-R23
Ceitificate0jAvth0riz0ti0n #9503
6'" EDITION (2017) FBC NO -HVHZ EVALUATION
FL5259-R27
Polyglass Roof Underlaymel ts; (570) 384-1230
Revision 23: 09/14/2017
Page 2 6f 14
I
,J TRINITY I ERD
gn!Ltv
Examination
Reference
Date
ERD (TST 6049)
Physical Prope ies
P40390.08.12-1
08/66/2012
ERD (TST 6049)
Physical Properties
P40390.08.12-2
08/07/2012
ERD (TST 6049)
Physical Properties
C41420.09.12-3
09/11/2012
ERD (TST 6049)
Wind Uplift I
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 (TST60491
Wind Uplift
P41630.08.13
08/06/2013
ERD (TST 6049)
Wind Uplift
P11751.05.03-R1
11/26/2013
ERD (TST 6049)
Wind Uplift
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 Properties
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
04/08/2015
ERD (TST 6049)
Physical Properties
PLYG-SC8080.05.15-1
05/20/2015
ERD (TST 6049)
Wind Uplift I
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
ERD (TST 6049)
Physical Properties
PLYG-SC13040.12.16
12/27/2016
ERD (TST 6049)
Physical Properties s
PLYG-SC11900.03.17
03/10/2017
ERD (TST 6049)
Physical Properties
PLYG-SC12115.08.17
08/08/2017
ICC-ES (EVIL 2396)
IBC Compliance
ESR-1697
11/01/2014
Miami -Dade (CER 1592)
HVHZ.Compliance
NOA 14-0717.08
01/22/2015
Polyglass USA
Manufacturing Affi avit
Products Current
02/18/2009
Polyglass USA
P/LAffidavit
Mule -Hide Cross Ltg
03/01/2009
Polyglass USA
Materials Affidavit
Polystick SA Compound
08/18/2011
UL, LLC. (QUA9625)
Quality Control
Service Confirmation
Exp.10/05/2018
4. PRODUCT DESCRIPTION:.
' 41 ` • Mechanically Fastened Underlaynients
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
I
bitumen base sheet.
K
q2 Self -Adhering Underlayments
W f .
_•
4.2.1 Polystick MTS is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, surfaced
with polyolefinic film surface; meets TAS 103. 1
4.2.2 Polystick IR-Xe is a nominal 60-mil thick rubberizedlasphalt
waterproofing membrane, glass fiber reinforced, with an
aggregate surface; meets ASTM D1970. III
Os,fPolystickTUPliisinominal 80-mil thick rubberized a�phalt
waterproofing membrane, glass
fiber reinforced, with a
polyester fabric surface; meets
ASTM D1970 and TAS403.
Exterior Research and Design, LLC
Certificate of Authorization #9503 6T0 EDITION (2017)
(570)384-1230
Evaluation Report P12060.02.09-R23
FL5259-R27
Revision 23.09/14/2017
Page 3 of 14
4.2.4 Polystick TU P is a nominal 130-mil thi
reinforced, with a granular surface; meets A
4.2.5 Polystick TU Max is a nominal 60-mil thick
fabric surface; meets ASTM D1970 and TAS
4.2.6 Polyflex SAP, Polyflex SAP FR, Mule -Hide
reinforced, APP modified bitumen cap sheet
\,,J TRINITY I ERD
rubberized asphalt waterproofing membrane, glass-fiber/polyester
M D1970,'and TAS 103.
ibberized, asphalt waterproofing membrane with a 190 g/m2 polyester
3.
�-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR) are polyester
meet FRSA/TRI April 2012.
4.2.7 Polystick Dual Pro"w is a nominal 60-mil thick dual -layer rubberized asphalt waterproofing membrane, fiberglass
reinforced, with a polyester fabric surface; meets ASTM,D1970.
4.2.8 Polystick Tile ProTM is a nominal 60-mil thick dual-la4yer rubberized asphalt waterproofing membrane, fiberglass
reinforced, with a polyester fabric surface; meets ASTM;D1970 and TAS 103.
4.2.9 Polystick MU-X is a nominal 54-mil thick dual -layer rubberized asphalt waterproofing membrane, fiberglass
reinforced, with a polypropylene film surface; meets A:C188 and physical requirements of ASTM D1970.(See Section
5.8). jJ
4.3 Mechanically_ Fastened and/or Bonded Underlayments
4.3.1 Elastoflex G TU is a polyester reinforced, modified bitumen tile underlayment composed of a sand -surfaced SBS
modified bitumen back -side and granule -surfaced APP
]modified bitumen top -side. Elastoflex G TU is for use as an
alternate to "Mineral Surface Roll Roofing" (ASTM D6380, Class M) in the "Single Ply System" from FRSA/TRI April
2012 (04-12) beneath mechanically fastened tie roof systems or Hot Asphalt applied "Cap Sheet" in the `Two Ply
System" from FRSA/TRI April 2012 (04-12) beneath metanically fastened or adhered tile roof systems.
4.3.2 Elastoflex S6 G and. Elastoflex S6 G FR are polyester reiniforced, SBS modified bitumen cap sheets; meet ASTM D6164.
Elastoflex S6 G and Elastoflex S6 G FR are for �Nse as an alternate to "Mineral Surface Roll Roofing" (ASTM D6380,
Class M) in the "Single Ply System" from FRSA/TRI Apri12012 (04-12) beneath mechanically fastened the roof systems.
Elastoflex S6 G is for use as an alternate to HotlAsphali applied "Cap Sheet" in the 'Two Ply System" from FRSA/TRI
April 2012 (04-12) beneath mechanically fastened or adhered tile roof systems. Elastoflex S6 G FR is for use as an
alternate to Hot Asphalt applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath
mechanically fastened tile roof systems.
4.3.3 Polyflex G and Polyflex G FR are polyester r inforced, APP modified bitumen cap sheets; meet ASTM D6222.
Polyflex G is for use as an alternate to Heat Applied "dap Sheet" in the 'Two Ply System" from FRSA/TRI April 2012
(04-12) beneath mechanically fastened or adhered the roof systems. Polyflex G FR is for use as an alternate to Heat
Applied "Cap Sheet" in the 'Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile
roof systems. I i
5. LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinit
Record for any project .on which this Evaluation R
design guidance unless retained specifically for thali
5.2 This Evaluation Report is not for use in the HVHZ.
5.3 Fire Classification is not part of this Evaluation Re
ratings of this product.
5.4 Polyglass Roof Underlayments may be used with ar
within FBC rapproval documents. If not listed, a
approval based on this evaluation combined with si
Exterior Research and Design, I.I.C.
Certificate o(Authorization #9503
ERDo nor Robert Nieminen, P.E. are, in any way, the Designer of
port; or previous versions thereof, is/was used for permitting or
purpose.
i
)rt; refer to current Approved Roofing Materials Directory for fire
y prepared roof cover where the product is specifically referenced
regdest may be made to the Authority Having Jurisdiction for
pporting data for the prepared roof covering.
I r
I
6iO EDITION (2017) FBC NON-HVHZ EVALUATION
Polyglass Roof UnderlaymIents;.(570) 384-1230
S
Evaluation Report P12060.02.09-R23
FLS259-R27
Revision 23: 09/14/2017
Page A of 14
TRINITY I ERD
5.5 Allowable Roof Covers:
TABLE 1. ROOF COVER APTIONS'
_ .. - ..
Underlayment
Asphalt Shingles
Nail -On Tile
�
i Foam•OnTile
Metal
Wood Shakes
Shingles
Slate
Elastobase
Yes
Yes
I
(Base Sheet in 2-plyisystem)
f Yes
(Base Sheet in 2-ply system)
Yes
Yes
Yes
Elastobase P
Yes
Yes I
(Base Sheet In 2-plysystem)
,; Yes
(Base Sheet in 2-ply system)
Yes
Yes
Yes
Polyglass G2 Base
No
Yes I
(Base Sheet in 2-ply 4ystem)
Yes
(Base Sheet In 2-ply system)
No
No
No
Polyglass APP Base
No
Yes I
(Base Sheet in 2-ply system)
, Yes
(Base Sheet in 2-ply system)
No
No
No
Polystick MTS
Yes
Yes
) No
Yes
Yes
Yes
Polystick IR-Xe
Yes
No
No
No
Yes
Yes
-.Polystick TU P
Yes
Yes
Yes (See 5.5.1)
No
Yes
Yes
pplystickTU'Pltis
Yes
Yes
Yes (See 5.5.1)
._L Yes.
Yes
Yes
Polystick TU Max
No
Yes
" Yes '(See 5.5.1)
Yes
No
No
Polystick Dual Pro
Yes
No
J No
Yes
Yes
Yes
Polystick Tile Pro
Yes
Yes
Yes (See 5.5.1)
Yes
Yes
Yes
Polystick MU-X
Yes
No
No
Yes
Yes
Yes
Elastoflex S6 G
Yes
Yes
Yes (See 5.5.1)
No
Yes
Yes
Elastoflex S6 G FR
Yes
Yes
No
No
Yes
Yes
Elastoflex G TU
Yes
Yes
Yes (See 55.1)
No
Yes
Yes
Polyflex G
Yes
Yes
Yes (See 5.5.1)
No
Yes
Yes
Polyflex G FR
Yes
Yes
G No
No
Yes
Yes
Polyflex SAP or SAP FR
Yes
Yes
Yes (See 5.5.1)
No
Yes
Yes
Mule -Hide SA-APP Cap Sheet
or SA-APP Cap Sheet (FR)
Yes
Yes
I
l 'Yes (See 5.5.1)
J
No
Yes
Yes
5.5.1 "Foam -On Tile" is limited to use of the following A,pprJed tile adhesives / underiayment combinations..
_. TABLE 1.
_
A ALLOWABLE TILE AD ESIVE 11NDERLAYMENT COMBINATION51 ,
Adhesive
FloApp ovaluct
I Underlayments
DAP Foam Touch'n Seal StormBond Roof
FL14506
I
TU Plus, Polystick TU Max
Tile Adhesive
Polystick
Dow TileBond'"
FL22525
Polystick TU P, Polystick?U Plus, Polyflex SAP or Tile Pro
Polystick TU P, Polystick TU Plus, Polystick TU Max, Polystick Tile Pro,
ICP Adhesives Polyset® AH-160
FL6332
Elastoflex G TU, 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)
Polystick TU P, Polystick TU Plus, Polystick TU Max, Polystick Tile Pro,
ICP Adhesives Polyset° RTA-1
FL6276
Elastoflex G TU, 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)
Polyglass PolyLok Roof Tile Adhesive
FL17855
Polystick TU Plus or Polystick TU Max
Refer to Tile Manufacturer's orAdhesive Manufacturer's Florida Prodi
Exterior Research and Design, LLC.
CertftdtedfAuthorirotion #9503 6t" EDITION (2017) FBC
for Overturning Moment Resistance Performance.
Evaluation Report P12060.02.09-R23
Polyglass Roof Underlayments; (570) 384-1230
FL5259-R27
Revision 23: 09/14/2017
Page'S of 14
5.6
5.6.1
Allowable Substrates:
Direct -Bond -to -Deck:
P,ol ALvariations ' Dual Pro, Tile Pro, P
(FR) self -adhered to
i- New untreated plywood; ASTM D41 prime
plywood; New or existing, unprimed. OSl
Southern Yellow Pine; ASTM D41 prime(
(designed and installed to meet wind loads
Note: Polyglass does not require priming of r
05B sheathing should be cleaned of all dirt an,
Elastoflex G TU, Elastoflex S6 G or Elastoflex SI
➢ ASTM.D41 primed structural concrete.
Polyflex G or Polyflex G,FR torch -applied to:
r ASTM D41 primed structural concrete.
`�-f TRINITY I ERD
rflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA -ARP Cap Sheet
new untreated plywood; Existing plywood; ASTM D41 primed existing
ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41 primed
structural concrete; Huber Engineered Woods "ZIP System" Panels
or project).
w or ex sting plywood or OSB sheathing. New or existing plywood or
debris ptiiorto application of Polystick membranes:
G FR in hot asphalt to:
5.6.2 Bond -to -Insulation: i
Polystick (all variations), Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) self -adhered
to:
T- ASTM C1289, Type II, Class 1 polyisocyanlurate or Type V polyisocyanurate-composite insulation; Dens Deck
DuraGuard; Dens Deck Prime; or SECUROCK Gypsum -Fiber Roof Board.
Elastoflex G TU, Elastoflex S6 G or Elastoflex 56 G FR in hot asphalt to:
➢ Dens Deck Prime or SECUROCK Gypsum-Fibe I�eck
Roof Board.
Polyflex G or Polyflex G FR torch -applied to:
➢ ASTM D41 primed structural concrete; Dens Prime or SECUROCK Gypsum -Fiber Roof Board.
For installation under mechanically attached pepared roof coverings, insulation shall be attached per minimum
requirements of the prepared roof covering ma ufacturer's Product Approval. For installations under foam -on tile
systems, insulation attachment shall be designed by a qualified design professional and installed based on testing of
the insulation/underlaymentsystem in accordance with FBC Section 1504.3.1.
5.6.3 Bond to Mechanically Attached Base Laver:
Polystick (all variations), Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) Dual Pro or
Tile Pro self -adhered to: I 11
i ASTM D226, Type I or II felt; Elastobase; Elastobase P or Mule -Hide Nail Base.
Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FIR in fy of asphalt to:
i ASTM D226, Type I or II felt; Elastobase; Elastobase P, Mule -Hide Nail Base or Polyglass G2 Base.
Polyflex G or Polyflex G FR torch -applied to: I 1
➢ Elastobase; Elastobase P,. Mule -.Hide Nail Base, Polyglass G2 Base or Polyglass APP Base.
For installations under mechanically attached pre�are'd roof coverings, base layer shall be attached per minimum
codified requirements. For installations under foam ion the systems, base layer shall be attached per minimum
requirements of FRSA/TRI April 2012 (04-12), Appendi>� A, Table 1, or as listed in Section 5.6.4 herein, or as tested in
accordance with FBC Section 1504.3.1.
Exterior Research and Design, I.I.C.
Certificate a/Authorization N95113
I�i
6'" EDITION 12017) FBC NON -HVHZ EVALUATION
Polyglass Roof Underlayments; (570) 384-1230
I
I�
1
i
Evaluation Report P12060.02.09-R23
FI525g-RZ7
Revision 23; 09/14/2017
Page 6 of 14
5.6.4
address wind uplift resistance of all underlay
forms part of the load -path. The followin�
addressed in FRSA/TRI April 201.2 (04-12) ano
result of testing for wind load resistance bast
divided by 2 (the 2 to 1 margin of safety per F
12), Appendix A, Table 1A or FBC 1609 for deti
ITRINi-IERD
Y
in Foam On Tile Applications: FRSA/TRI April 2012 (04-12) doles not
ment systems beneath foam -on tile systems, where the underlayment
wind uplift limitations apply to underlayment systems that are not
are usecl')n foam -on the applications. Maximum Design Pressure is'the
ed on allowable wind loads, and reflects the ultimate passing pressure
BC 1504.9 has already been applied). Refer to FRSA/TRI April 2012 (04-
prmination of design wind loads.
#1 Maximum Design Pressure = -90 psf:
Deck: Min.15/32-inch plywood to meet projei
Primer: None
Underlayment: Polystick TU P, Polystick TU Plus; Polysti
Mule -Hide SA-APP Cap Sheet (FR), self -a
#2 Maximum Design Pressure = -97.5 psf:
Deck: Min.15/32-inch plywood to meet p ojei
Primer: PG100 or ASTM D41
Underlayment: Polystick TU P, Polystick TU Plus, Polysti
Mule -Hide SA-APP Cap Sheet (FR), self-
1X" ring shank nails through 32 ga.,1-S,
#3 Maximum Design Pressure = -105 psf:
Deck: Min.15/32-inch plywood to meet projei
Primer: WB-3000
Underlayment: Polystick TU P, Polystick TU Plus, Polysti
Mule -Hide SA-APP Cap Sheet (FR), se f-
1Y." ring shank nails through 32 ga., 1 ,
#4 Maximum Design Pressure = -135 psf:
Deck: Min.15/32-inch plywood to meet proje,
Primer: (Optional) PG100 or ASTM D41
Joints: Min. 4-inch wide strips of Elastoflex SAT'
Underlayment: Polystick TU P, Polystick TU Plus, Polysti
Mule -Hide SA-APP Cap Sheet (FR), self-E
#5 Maximum Design Pressure = -315 psf:
Deck: Structural concrete to meet project req
Primer: PG100 or ASTM D41
Underlayment: Polystick TU P, Polystick TU Plus, Polysl
Sheet and Mule -Hide SA-APP Cap Sheet
#6 Maximum Design Pressure = -622.5 psf:
Deck: Structural concrete to meet project regi
Primer: PG100 or ASTM D41
Underlayment: Elastoflex G TU or Elastoflex S6 G, appil(
I
requirements to satisfaction of Authority Having Jurisdiction,
I
TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and
satisfaction of Authority Having Jurisdiction.
(TU�Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and
Jhered and back -nailed within the selvedge -edge side laps using 12 ga. x
diameter tin caps spaced 12-inch o.c.
requirements to satisfaction of Authority Having Jurisdiction.
1
k TU,,Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and
Ihered and back -nailed within the selvedge -edge side laps using 12 ga. x
diameter tin caps spaced 12-inch o.c.
requuirements to satisfaction of Authority Having Jurisdiction.
over all plywood joints.
k TU'.Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and
remi nts to satisfaction of Authority Having Jurisdiction.
:k TU Max, Tile Pro, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap_
FR), self -adhered.
to satisfaction of Authority Having Jurisdiction..
in full mopping of hot asphalt or Polyflex G, torch -applied.
#7 Maximum Design Pressure = -30.0 psf*:
Deck: Min. 15/32-inch OSB to meet project requi
Base Sheet: Elastobase or Mule -Hide Nail Base (poly-fI
Fasteners: 11 ga. x 1.25-inch long x 1-inch head diame
Spacing: 6-inch o.c. at the 3-inch wide side laps and
Underlayment:'Polystick TU P, Polystick TU Plus, Polysticl�
Mule -Hide SA-APP Cap Sheet (FR), self-adli
#8 -Maximum Design Pressure = -37.5 psf*: I
Deck: Min. 15/32-inch plywood to meet project i
Base Sheet: Elastobase or Mule -Hide Nail Base (poly-fil
Fasteners: 11 ga. x 1.25-inch long x 1-inch head diamt
Spacing: 6-inch o.c. at the 3-inch wide side laps and
Underlayment: Polystick TU P, Polystick TU Plus, Polystick
Mule -Hide SA-APP Cap Sheet (FR), self-adh
Exterior Research and Deslgn, I.L.C.
Certificote of Authodwtian #9503 6D1 EDITION'(2017) FBC
Polyglass Roof Underk
regiments to satisfaction of Authority Having Jurisdiction.
m top surface)
Aei round metal cap nails
6-inch o.c. at two (2) equally spaced staggered center rows.
TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and
(uirements to satisfaction of Authority Having Jurisdiction.
top surface)
e round metal cap nails
inch o.c. at two (2) equally spaced staggered center rows.
a Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and
Evaluation Report P12060.02.09-R23
H2 EVALUATION FL5259-1127
(570) 394.1230 Revision 23: 09/14/2017
Page 7 of 14
#9
#10
#11
Maximum Design Pressure = -37.5 psf*:
Deck: Min.19/32-inchplywood to mi
Base Sheet: One (1) or two (2) layers ASTM
Fasteners: 11 ga. x 1.25-inch long x 1-inch he
Spacing: 6-inch o.c. at the 3-inch wide side
Underlayment: Elastoflex G TU or Elastoflex S6 G,
Maximum Design Pressure = -45 psf*:
Deck: Min. 19/32-inch plywood to meet I
Base Sheet: One (1) layer ASTM D226, Type II fi
Fasteners: it ga. x 1.25-inch x 3/8-inch head
Spacing: 4-inch o.c. at the 2-inch wide side I
Underlayment: Polystick TU P, Polystick TU Plus, P
Mute -Hide SA-APP Cap Sheet (FR),
Maximum Design Pressure =.-45 psf*:
Deck: Min. 19/32-inch plywood to meet I
Base Sheet: Two (2) layers ASTM D226, Type II
Fasteners: 11 ga. x 1.25-inch long x 3/8-inch h
Spacing: 9-inch o.c. at the 2-inch wide side I
Underlayment: Polystick TU P, Polystick TU Plus, P
Mule -Hide SA-APP Cap Sheet (FR),
asphalt.
.sl
, ,4 TRINITY! ERD
)ject requiirements to satisfaction of Authority Having Jurisdiction.
, Type II felt
diameter.'round metal cap nails
is and 12-Inch o.c. at two (2) equally spaced staggered center rows.
plied in full mopping of hot asphalt.
#12 Maximum Design Pressure = -45 psf:
Deck: Min.15/32-inch plywood to meet prof
Base Sheet: Elastobase (sanded top surface -for hit
Fasteners: Simplex MAXX Cap Fasteners
Spacing: 9-inch o.c. at the 2-inch wide side laps
Underlayment: Elastoflex G TU or Elastoflex S6 G, appl
#13 Maximum -Design Pressure = -52.5 psf:
Deck: Min. 15/32-inch plywood to meet prof
Base Sheet: Elastobase (sanded top surface for hot;
Fasteners: Simplex MAXX•Cap Fasteners
Spacing: 9-inch o.c. at the 2-inch wide side laps
Underlayment: Elastoflex G TU or Elastoflex 56 G,:appl
#14 Maximum Design Pressure= =52.5 psf.-
Deck: Min.15/32-inch plywood to meet proj
Base Sheet: Elastobase or Mule -Hide Nail Base (pol
Fasteners: Simplex Original Cap Nails
Spacing: 6-inch o.c. at the 3-inch wide side laps
Underlayment: Polystick TU P, Polystick TU Plus, Polys
Mule -Hide SA-APP Cap Sheet (FR), self
#15 Maximum Design Pressure = -52.5 psf:
Deck: Min. 15/32-inch plywood to meet proj
Base Sheet: Elastobase (sanded top surface for hot
Fasteners: Simplex Original Cap Nails
Spacing: 6-inch o.c. at the 3-inch wide side laps
Underlayment: Elastoflex8 TU or Elastoflex 56 G, appl
#16 Maximum Design Pressure = -60 psf:
Deck: Min.19/32-inch plywood to meet proj
'Base Sheet: Elastobase.(sanded top surface for hot
Fasteners: it ga. x 1.25-inch long x 3/8-inch head
Spacing: 8-inch o.c. at the 4-inch wide side laps
Underlayment: Elastoflex G TU or Elastoflex S6 G, appl
act requirements to satisfaction of Authority Having Jurisdiction.
Teter annular ring shank roofing nails at 1-5/8-inch diameter tin caps
and 4-inch o.c. at two (2) equally spaced staggered center rows.
tick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and
adhered or Elastoflex G TU, applied in full mopping of hot asphalt.
ect requirements to satisfaction of Authority. Having Jurisdiction.
diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps
and 9-inch o.c. at two (2) equally spaced staggered center rows.
tick TUlMax, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and
-adhered or Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot
rements to satisfaction of Authority Having Jurisdiction.
or torch -applied cap or poly -film surface for torch -applied cap)
and 182inch o.c. at two (2) equally spaced staggered center rows.
led in full mopping of hot asphalt or Polyflex G, torch -applied.
rements to satisfaction of Authority Having Jurisdiction.
or torch -applied cap or poly -film surface for torch -applied cap)
112'-inch o.c. at two (2) equally spaced staggered center rows.
in full mopping of hot asphalt or Polyflex G, torch -applied.
b
requirements to satisfaction of Authority Having Jurisdiction.
1m top surface)
) 6-inch o.c. at four (4) equally spaced staggered center rows.
TU,Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and
requirements to satisfaction of Authority Having Jurisdiction.
phalt or torch -applied cap or poly -film surface for torch-applied.cap)
16-inch o.c. at four (4) equally spaced staggered center rows.
in full mopping of hot asphalt or Polyflex G, torch -applied.
rements to satisfaction of Authority Having Jurisdiction.
or torch -applied cap or poly -film surface for torch -applied cap)
-r annular ring shank roofing nails at 1-5/8-inch diameter tin caps
eh o.c. at three (3) equally spaced staggered center rows.
I mopping of hot asphalt or Polyflex G, torch -applied.
Exterior Research and.Design, U.C. I Evaluation Report P32060.02.09-R23
Certificate of A uthodration #9503 G." EDITION (2017) FBC N4N-HVHZ EVALUATION FL5259-R27
Polyglass Roof Underlaymenis; (570) 384-1230 Revision 23: 09/14/2017
I Page 8of14
#17
Maximum Design Pressure =-60 psf:
Deck: Min.19/32-inch plywood to meet]
Base Sheet: Elastobase (sanded top surface f
Fasteners: OMG #12 Standard Roofgrip with
Spacing: 12-inch o.c. at the 4-inch wide sid
Underlayment: Elastoflex G TU or Elastoflex S6 G,
#18 Maximum Design Pressure = -67.5 psf:
Deck: Min.15/32-inch plywood to meet
Base Sheet: Polyglass G2 Base or Polyglass. AP
Fasteners: 12 ga. x 1.25-inch long x 3/8-inch
Spacing: 8-inch o.c. at the 4-inch wide side
Underlayment: Elastoflex G TU or Elastoflex 56
applied.
#19
�\-J TRIM Y 1 ERD
project requirements to satisfaction of Authority Having Jurisdiction.
or hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap)
IIOMG Flat Bottom Metal Plates
e laps and 12-inch o.c. at two (2) equally spaced staggered center rows.
lapplied in full mopping of hot asphalt or Polyflex G, torch -applied.
project requirements to satisfaction of Authority Having Jurisdiction.
PlBase (requires use of torch -applied underlayment)
head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps
laps and 8-inch o.c. at four (4) equally spaced staggered center rows.
G� applied in full mopping of hot asphalt or torch -applied or Polyflex G, torch -
I
Maximum Design Pressure = -75 asf:
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, OMG #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 I ps and 10-inch o.c. at three (3) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex 56 G, applied in full mopping of hot asphalt or torch -applied or Polyflex G, torch -
applied.
#20 Maximum Design Pressure = -90 psf: I y
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase (sanded top surface for ho -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 G TU or Elastoflex S6 G, app ied in full mopping of hot asphalt or Polyflex G, torch -applied.
#21 Maximum Design Pressure -90 psf: I
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 OMG # 4 Heavy Duty with OMG 3" Round Metal Plates or OMG Flat Bottom. Metal
Plates ig
Spacing: 6-inch o.c. at the 4-inch wide side laps alnd 6-inch o.c. at three (3) equally spaced staggered center rows.
Underlayment: Elastoflex G TU. or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
#22 Maximum Design Pressure = -90 psf:
Deck: Min. 15/32-inch plywood to meet.proje t
Base Sheet: Elastobase (sanded top surface)
Fasteners: Trufast #12 DP or Trufast #14 HD with Tr
Spacing: 6-inch o.c. at the 4-inch wide side laps ark
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied
#23 Maximum Design Pressure— -90 psf:
Deck: Min.15/32-inch plywood to meet project
Base Sheet: Polyglass G2 Base or Polyglass APP Base (
Fasteners: Dekfast #14 with Dekfast Hex plates, ON
OMG Flat Bottom Plates (AccuTrac), Ti
Fasteners
Spacing: 9-inch o.c. at the 4-inch wide side laps ant
Underlayment: Elastoflex G_TU or Elastoflex S6 G, appli
applied.
ExtedorResearch and Design, LLc.
Certificate afAutharizatiaa #9503 6T.. EDITION (2017) FBC
Polyglass Roof Underl:
to satisfaction of Authority Having Jurisdiction.
fast 3" Metal Insulation Plates
16-inch o.c. at three (3) equally spaced staggered center rows.
in full mopping of hot asphalt.
ements to satisfaction of Authority Having Jurisdiction.
s use of torch -applied underlayment)
HD with OMG 3" Galvalume Steel Plates, OMG Roofgrip #14 with
HD with Trufast 3-inch Insulation Plates or Simplex MAXX Cap
:h o.c. at four (4) equally spaced staggered center rows.
full mopping of hotasphalt or torch -applied or Polyflex G, torch -
Evaluation Report 012060.02.09-R23
HZ EVALUATION FL5259-R27
(570) 384-1230 Revision 23: 09/14/2617
Page 9 of 14
#24
Maximum Design Pressure = -97.5 psf:
Deck: Min.19/32-inch plywood to mee
Base Sheet: Elastobase or Mule -Hide Nail Base,
Fasteners: 11 ga. x 1.25-inch x 3/&inch head
Spacing: 4-inch o.c. at the 4-inch wide side
Underlayment: Polystick TU P, Polystick TU Plus,
Mule -Hide SA-APP Cap Sheet (FR),
'.." T'RIN" I ERD
project requirements to satisfaction of Authority Having Jurisdiction.
(poly -film tbp surface)
diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps
�aps and 4-inch o.c. at four (4) equally spaced staggered center rows.
Piolystick TU''Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and
#25 Maximum Design Pressure = -105 psf:
Deck: Min. 15/32-inch plywood to meet I
Base Sheet: Elastobase {sanded top surface for
Fasteners: Simplex MAXX Cap Fasteners
Spacing: 6-inch o.c. at the 2-inch wide side I
Underlayment: Elastoflex G TU or Elastoflex 56 G, i
#26 Maximum Design Pressure = -120 psf:
Deck: Min.15/32-inch plywood to meet 1
Base Sheet: Elastobase (sanded top surface for
Fasteners: OMG #12 Standard Roofgrip or ON
Plates
Spacing: 6-inch o.c. at the 4-inch wide side I
Underlayment: Elastoflex G TU or Elastoflex 56 G,
#27 Maximum Design Pressure= -120 psf:
Deck: Min. 15/32-inch plywood to meet I
Base Sheet: Elastobase (sanded top surface)
Fasteners: Trufast #12 DP orTrufast #14 HD m
Spacing: 64nch o.c. at the 4-inch wide side I
Underlayment: Elastoflex G TU or Elastoflex 56 G,;
I
requirements to satisfaction of Authority Having. Jurisdiction.
phalt or torch -applied cap or poly -film surface for torch -applied cap)
and 6-inch o.c. at three (3) equally spaced staggered center rows.
ied in full mopping of hot asphalt or Polyflex G, torch -applied.
1
ject requirements to satisfaction of Authority Having Jurisdiction.
t-asphalt or torch -applied cap or poly -film surface for torch -applied cap)
#14 Heavy Duty with OMG 3" Round Metal Plates or OMG Flat Bottom Metal
s and 6-1nch o.c. at five (5) equally spaced staggered center rows.
)lied in full mopping of hot asphalt or Polyflex G, torch -applied.
ect requirements to satisfaction of Authority Having Jurisdiction.
Trufastj3" Metal Insulation Plates
and 6-inch o.c. at five (5) equally spaced staggered center rows.
lied In fbll mopping of hot asphalt.
&6.4.1 All other direct -deck, adhered Polyglass under ay
Design Pressure of -45 psf. I
5.6.4.2 For mechanically attached Base Sheet, the maxirnU
that required under FRSA/TRI April 2012 (04-12)1
Tp
Alternatively, the maximum design pressure fo I
pressure determined in accordance with FBC 1609.
designed by a qualified design professional to r si
ANSI/SPRI WD1, FM Loss Prevention Data Sheet
with an asterisk* carry the limitations set forth i l
2016) for Zone 2/3 enhancements. I
5.7 Exposure Limitations:
Elastobase, Elastobase P, Polyglass G2 Base or Poll
after installation.
Polystick IR-Xe or Polystick MU-X shall not be left e
Polystick MTS, TU P, TU Plus, TU Max, Dual Pro, Ti�
180-days after installation.
Polyflex SAP or SAP FR, or Mule -Hide SA-APP Ca
limitation, unless the prepared roof covering is to
days.
Elastoflex S6 G or Elastoflex S6 G FR. or Polyflex G i
prepared roof covering is to be adhesive -set tile
exposure is 180 days.
5.8 Polystick MU-X has been found through comparati
roofing felt in a dry condition, tested at standard lal
set forth in Section 4.3, Note 1 of AST.M D1970-15, s
Exterior Reseaich and Design, LLC.
CertifkWe of Authorizotion 49503 6"' EDITION (2017) FBC
Polyglass Roof Under[:
systems beneath foam -on tile systems carry a Maximum
esign pressure for the selected assembly shall meet or exceed
dix A, Table IA.
selected assembly shall meet or exceed the Zone 1 design
this case, Zones 2 and 3 shall employ an attachment density
he elevated pressure criteria. Commonly used methods are
id Roofing Application Standard RAS 117. Assemblies marked
:ion 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January
ss APP Base shall not be left exposed for longer than 30-days
posed for longer than 90-days after installation.
e P.ro or Elastoflex G TU shall not be left exposed for longer than
Sheet or SA -ARP Cap Sheet (FR) does not have an exposure
!;adhesive -set tile, in which case the maximum exposure is 30
Polyflex G FR does not have an exposure limitation, unless the
istoflex 56 G or Polyflex G only), in which case the maximum
sting to have a lesser coefficient of friction than ASTM D226
)ry conditions. Agreement between purchaser and seller, as
I be established as to slip resistance.
Evaluation Report P12060:02.09=R23
HZ EVALUATI ON FL5259-R27
(570) 384-1230 Revision 23: 09/14/2017
Page 10 of 14
F�O
\J TRINITY ( ERD
5.9 Tile Slippage Limitations (TAS 103 per FRSA/TRI April 2012 (04-12)):
When loading roof tiles on the underlayment in direct -deck the assemblies, the maximum roof slope shall be as
ex follows. These slope limitations can only be exceeded by -using battens during loading of the roof tiles.
,;-;TABLE 2:; TILESu PAGE U , rrATIONS'FOR'DIRECr DECKTILE.INSTTAGLATIONS
Underlayment
Tile Profile
Staging Method
Maximum Slope
Elastoflex G TU
Flat
i 10-tile stack
7:12
Lugged
8-tile stack (6 over 2)
6.12
Elastoflex S6 G or S6 G FR
Flat or Lugged
6-tile stack (4 over 2)
4:12
Polystick MTS
Flat or Lugged
Prohibited without battens
N/A
Polystick Tile Pro
Flat or Lugged
6-tile stack (4 over 2)
7:12
Polystick TU Max
Fiat
! 6-tile stack (4 over 2) or 10-tilestack
7:12
Lugged
I 6-tile stack (4 over 2)
7:12
Lugged
i 10-tile stack
6:12
Polystick TU P
Flat
6-tile stack (4 over 2)
6:12
Lugged
6-tile stack (4 over 2)
4:12
Polystick TU Plus
Flat or Lugged
6-tile stack (4 over 2)
7:12
Flat or Lugged
10-tile stack
6:12
Polyflex G or`G FR
Flat or Lugged
I 6-tile stack (4 over 2)
4:12
Polyflex SA P or SAP FR
Flat or Lugged
6-tile stack (4 over 2)
4:12
6. INSTALLATION:
6.1 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.
6.2 Re -fasten any loose decking panels, and check for prot.uding nail heads. Sweep the substrate thoroughly to remove
any dust and debris prior to application, and pnrt1le the 'substrate (if applicable).
Y.
6:3 Elastobase,.Elastobase P or Mule -Hide Nail -Base:: .
6.3.1 Non -Tile Applications: y
Shall be installed in compliance with the.codifiel requirements for ASTM D226, Type II underlayment in FBC Table
1507.1.1 for the type of prepared roof covering to be installed.
Elastobase, Elastobase P or Mule -Hide Nail Base1lrnay be covered with a layer of Polystick, Polyflex SAP, Polyflex SA
P FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR), self -adhered, Elastoflex G TU, Elastoflex S6 G or
Elastoflex S6 G FR in hot asphalt or Polyflex G or Poloex G FR, torch applied. Roof cover limitations are those are
those associated with the top -layer underlayment, as set forth in Tabled.
6.3.2 Tile Applications:
Elastobase, Elastobase P or Mule -Hide Nail Base a e limited to use as a'mechanically attached base sheet in the `Two
Ply System" from FRSA/TRI April 2012 (04-12). Reference is made to Table 1 and Section 5.6.4 herein, coupled with
FRSA/TRI April 2012 (04-12) Installation Manual.
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Exterior Research and Deslgn,.LLG Evaluation Report P12060.02.09-R23
CertificateofAuthorization #9503 6'N EDITION (2017) F6CNON=HVH2 EVALUATION FL5259=R27
Polyglass Roof Underlaymelnts; (570) 384-1230 Revision 23: 09/14/2017
Page 11 of 14
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J TRINITY I ERD
6 4 Polystick MTS, IR Xe,,TU P, Tl! Plus, TU Maic,;Dua) Pro; Tile Pro or MU X or Polyflex SAP, Polyflex SAP FR, IVlule-Hide
SA APP Cap'Sheet or Mule Hide SA APP Cap Sheet (FR� `
6.4.1 Shall be installed in compliance with .the codified requirements for ASTM D1970 underlayment in FBC Table 1507.1.1
for the type of prepared roof covering to be installed.
6.4.2 Direct -to -Deck with Mechanically Fastened Roof Covers:
All self -adhering materials, with the .excepti
Cap Sheet or SA-APP Cap Sheet (FR) should
Hide Back Nailing Guide. Nails shall be corro
metal disk or Simplex -type metal cap nail,
using the above noted fasteners and spacing
The head lap membrane is to cover the area
All seal -lap seams (selvage laps) must r
n of Polystick TU Plus, Polyflex SAP or SAP FIR and Mule -Hide SA-APP
e back -nailed in selvage edge seam in accordance with Polyglass / Mule -
ion resist6nt, 11 gauge ring -shank type with a minimum 1-inch diameter
a minim Iurn rate of 12" D.C. Polystick TU Plus should be back -nailed
in area rparked "nail area, area para clavar' on the face of membrane.
leing back -nailed.
firmly rolled with a minimum 28 lb. hand
roller to ensure full contact and adhesion.
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).
All over -fabric and over -granule end -laps shall f
Wet/Dry Cement or Polyglass PG500 Modified
Polystick TU Plus, .Dual Pro and Tile Pro may not
or exposed roof to wall details
Repair of Polystick membranes is to be accompli!
Polyglass PG500 Modified Cement to the area
Polystick material of like kind, set and hand rc
installed in a water shedding manner.
All Polystick membranes shall be installed to i
minimum of 40-lb weighted -roller or; on steep s
for the field membrane. Hand rollers are accept
roof that are not accessible to a large roller or br
6.4.3
Seam of Dual Pro and Tile Pro
3ve a 1. 6-inch wide, uniform layer of Polyplus 50 Premium Modified
2ment applied in between the application of the lap.
be used in any exposed application such as crickets, exposed valleys,
ed by applying Polyplus 50 Premium Modified Wet/Dry Cement or
i need of repair, followed by a minimum 6 x 6 inch patch of the
ed in lplace over the repair area. Patch laps, if needed, shall be
surelfull contact with approved substrates. Polyglass requires a
pes, use of a stiff broom with approximately 40-lbs of load applied
i'e fdr rolling of patches, laps (min. 28 lb roller) or small areas of the
Vim.
Reference is .made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions
noted above as a guideline. I l
For mechanically fastened tile roofing over 2-ply system', consisting of Base Sheet and self -adhering top sheet(s), Base
Sheet fastening shall be not less than FRSA/TRI April 20�2 (04-12), Table 1.
For adhesive -set tile applications, refer to Section 5.6.4fherein..
For nail -on the systems over Polystick MTS, battens are required for loading / staging of the tile.
6.4.4 Two (2) PIV Underlavment Systems:
Polystick MTS followed by Polystick MTS, TU P, TU Plus, TU Max, Tile Pro, MU-X or Polyflex SAP is allowable for use
under mechanically attached prepared roof systems Limits of use are those associated with the top -layer material.
This is not a requirement, but is allowable if a 2-ply underlayment system is desired.
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a
Exterior Research and Design, I.I.C. Evaluation Report P12060.02.09-R23
Certificate of Authorization p9503 O EDITION (2017) FBC NON-IHVHZEVALUATION FL5259-R27
Polyglass Roof.Underla yg yments; (570) 384-1230 Revision 23: 09/14/2017
Page 12of14
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`',J TRINITY I ERD
6:S Elastoflex G Tl1r Elastoflex S6 G or Elastoflex S6 G FIR.
6.5.1 Elastoflex G TU, Elastoflex S6 G or Elastoflek S6 G FR shall be installed in compliance with current Polyglass published
installation requirements. For use in tile applications:
✓ Elastoflex G TU is for use as an alternate to "Mineral Surface Roll Roofing' (ASTM D6380 Class M) in the "Single
Ply System" from FRSA/TRI April 2012 (044e
applied "Cap Sheet" in the 'Two Ply Systelen"
adhered the roof systems.
✓ Elastoflex S6 G is for use as an alternate tol It
System" from FRSA/TRI April 2012 (04-12) 1
applied "Cap Sheet" in the `Two Ply System"
adhered tile roof systems.
✓ Elastoflex S6 G FR is for use as an alternate,,t
Ply System" from FRSA/TRI April 2012 (04-1
applied "Cap Sheet" in the "Two Ply System"
roof systems.
beneath mechanically fastened the roof systems or the Hot Asphalt
from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or
lineral Surface Roll Roofing" (ASTM D6380, Class M) in the "Single Ply
Ieneath mechanically fastened tile roof systems or the Hot Asphalt
from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or
o "Min'eral Surface Roll Roofing" (ASTM D6380, Class M) in the "Single
2) beneath mechanically fastened the roof systems or the Hot Asphalt
from FRSA/TRI Apri12012.(04-12) beneath mechanically fastened tile
6.5.2 For hot -asphalt -applications, Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G. FR shall be fully asphalt -applied to the
substrates noted in Section 5.6. Side laps shall be minimum 3-inch and end -laps minimum 6-inch wide, off -set
minimum 3 feet from course to course. Side and end laps shall be fully adhered in a complete mopping of hot asphalt
with asphalt extending approximately 3/8-inch beyond the lap edge.
6 6,. Polyfle'x,.G or' PolyflewG4R: - 3
6.6.1 Poiyflex G or Polyflex G FR shall be installed in col pliance with current Polyglass published installation requirements.
For use in tile applications: I
✓ Polyflex G is for use as an alternate to the Heat Applied "Cap Sheet" in the 'Two Ply System" from FRSA/TRI April
2012 (04-12) beneath mechanically fastened or�adh_ered tile roof systems (Base Sheet Limited per 5.6.3).
✓ Polyflex G FR is for use as an alternate to the dealt Applied "Cap Sheet" in the `Two Ply System" from FRSA/TRI
April 2012 (04-12) beneath mechanically fastened the roof systems (Base Sheet Limited per 5.6:3).
6.6.2 Polyflex G or Polyflex G FR shall be fully torch -applied to the substrates noted in Section 5.6. Side laps shall be
minimum 3-inch and end -laps minimum 6-inch wie,�.off-set minimum 3 feet from course to course. Side and end
laps shall be fully heat -welded and inspected to ensure minimum 3/8-inch flow of modified compound beyond the lap
edge. i
6_7 Tile Staging:
6.7.1 Tile shall be loaded and staged in a manner that pre
Table 2 herein, and Polyglass published requiremen
6.7.2 Battens and/or Counter -battens, as required by the
on all roof slopes greater than 7:12. Precautions
boards, to prevent tile sliding and/or damage to the
6.7.3 Polyglass specifies the minimum cure time after
roofing tiles is forty-eight (48) hours.
Exterior Research and Design, I.I.C.
Certificate of Authorization #9503 6'" EDITION (2017) FBC
is the slippage and/or damage to the underlayment. Refer to
it the staging.
manufacturer and FRSA/TRI April 2012 (04-12) must be used
uld be taken as needed, such as the use of battens or nail-
erlayment during the loading process.
allation of self -adhering membranes and before loading of
Evaluation Report P12060.02.09-R23
EVALUATION F1.5259-R21
10) 384-iao Revision 23: 09714/2017
Page 13 of 14
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TRINITY ERD
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Havi g Jurisdiction in order to properly evaluate the installation of this product.
8. MANUFACTURING'PLANTS: � ,y
Contact the noted QA agency for information on product locations covered for F.A.C..61G2U-3 QA requirements. The following
plants have qualified products under their respective bhysical properties specifications.
Planf', ,
Specification f f:
Products
Fernley, NV, -Hazleton, PA & Winter Haven, FL
AsTM b1970 i
Polystick MU-X
Hazleton, PA
M-D 13-0004 r
Elastoflex G TU
Hazleton, PA & Winter Haven, FL
ASTM 01970
Polystick.IR-Xe
ASTM D1970 & TAS 403
Polystick TU Plus
ASTM D1970 & TAS 103
Polystick TU Max
Tuscaloosa, AL
ASTM.D4601,.Type 11
Polyglass.G2 Base
Winter Haven, FL
ASTM D226 (physicals)
Elastobase, Elastobase P
ASTM g6509 I,
Polyglass APP Base
TAS 103 1
Polystick MTS
ASTM D1970 & TAS 103
Polystick TU P
FRSA/Tkl April 20121
Polyflex SAP, Polyflex SA P FR
ASTM d,1970 i
Polystick Dual Pro
ASTM.6.1970 & TAS 103
Polystick Tile Pro
ASTM D6164 I
Elastoflex S6, Elastoflex S6 G FR
ASTM D8222 I
I Polyflex G, PolyflexG FR
9. QUALITY ASSURANCE ENTITY:
UL, LLC— QUA9625; (314) 578-3406; k.chancellor@us. Lcom
4
- END OF EVALUATION REPORT -
7
Exterior Research and Design, I.I.C.
CertiiicateofAuthorization #9503 6TO EDMON.(2017)
Polyglass Roof'Un
VHZ EVALUATION
(570)384-1230
G
Evaluation Report P12060.02.09-R23
FLSZ59-R27
Revision 23: 09/14/2017
Page 14 of 14