HomeMy WebLinkAboutProduct ApprovalsFlorida Building Code Online
x
BCIS Home Log In User Registration
Hot Topics Submit Surcharge Stats Is Facts Publications Contact Us BCIS Site Map links Search
l
b
pr
4Product Approval
USER: Public User
Produ¢ Aooroval Menu > Product or Agplication Search > ggollcation Us t > Application Uetaa
FL #
FL28328-R1
Application Type
Revision
Code Version
2017
Application Status
Approved
Comments
Archived
Product Manufacturer Boral Roofing LLC
Address/Phone/Email 7575 Irvine Center Drive
Irvine, CA 92618
(801)380-6091
robinandemon@bomi.com
Authorized Signature Robin Anderson
robinandemon@boral.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
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 the Zachary R. Priest
Evaluation Report
Florida License
PE-74021
Quality Assurance Entity
PRI Construction Materials Technologies, LLC
Quality Assurance Contract Expiration Date
11/03/2020
Validated By
Locke Bowden P.E.
Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
• :••f U-11101916 Illetill7a- .
Standard
Year
ASTM C 1492
2003
TAS 100
1995
TAS 101
1995
TAS 102
1995
TAS 102(A)
1995
TAS 112
1995
Sections from the Code
hfps://www.floridabuilding.org/pr/pr_app_rid.aspx?param=wGEVXQwt0qujObYx6FhH711 Lsy6vf2fOATuIJOzNNO%2b5QvsEXEJ6aA%3d%3d t/3
11/18/2020 '
Florida Building Code Online
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
FL # Model, Number or Name
28328.1 Barcelona 900 (Lake Wales)
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other: See evaluation report for limits of use.
28328.2 Bermuda (Okeechobee)
Limits of Use
Approved for use In HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other: See evaluation report for limits of use
28328.3 (Estate "S"(Okeechobee)
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other: See evaluation report for limits of use.
Method 1 Option D
02/22/2019
02/22/2019
03/02/2019
04/16/2019
28328.4 Galena Spanish "S" (Okeechobee)
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other: See evaluation report for limits of use.
28328.5 Plantabon(Okeechobee)
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other: See evaluation report for limits of use.
Description
ASTM C 1492/TAS 112 type la, high profile concrete tile
Installation Instructions
FL28328 R1 II BOR18003.1 2017 FBC Eva] Boral Tiles
fln rd Verified By: Zachary R. Priest PE-74021
Created by Independent Third Party: Yes
Evaluation Reports
FL28328 Rl AE BOR18003.1 2017 FBC Eval Boral Tiles !
hnal.pd(
Created by Independent Third Party: Yes
ASTM C 1492/TAS 112, type 3a, flat concrete tile
Installation Instructions
FL28328 RI II BOR18003.1 2017 FBC Eval Boral Tiles
final.odf
Verified By: Zachary R. Priest PE-74021
Created by Independent Third Party: Yes
Evaluation Reports
FL28328 R1 AE BOR18003.1 2017 FBC Eva[ Boral Tiles
final.pjf
Created by Independent Third Party: Yes
ASTM C 1492/TAS 112 type lb, low profile concrete tile
Installation Instructions
FL28328 RI II BOR18003.1 2017 FBC Eval Boral Tiles
final, pdf
Verified By: Zachary R. Priest PE-74021
Created by Independent Third Party: Yes
Evaluation Reports
FL28328 Rl AE BOR18003.1 2017 FBC Eval Boral Tiles
final.ladf
Created by Independent Third Party: Yes
ASTM C 1492/TAS 112 type 2a, high profile concrete the
Installation Instructions
FL28328 RI II BOR18003.1 2017 FBC Eva[ Boral Tiles
final.pd
Verified By: Zachary R. Priest PE-74021
Created by Independent Third Party: Yes
Evaluation Reports
FL28328 Rl AE BOR18003.1 2017 FBC Eval Boral Tiles
f aUdf
Created by Independent Third Party: Yes
ASTM C 1492/TAS 112 type 3a, flat concrete tile
Installation Instructions
FL28328 Rl lI BOR18003.1 2017 FBC Eval Boral Tiles
! fiOal.lxdf
Verified By: Zachary R. Priest PE-74021
Created by Independent Third Party: Yes
Evaluation Reports
FL28328 RI AE BOR18003.1 2017 FBC Eval Boral Tiles
fnaLp-df
Created by Independent Third Party: Yes
28328.6 Saxony 900 Slate, Shake and Split ASTM C 1492/TAS 112, type 3a, flat concrete tile
Shake (Lake Wales and Okeechobee)
Limits of Use Installation Instructions
Approved for use In HVHZ: Yes FL28328 RI II BOR18003.1 2017 FBC Eval Boral Tiles
Approved for use outside HVHZ: Yes fin
Impact Resistant: N/A Verified By: Zachary R. Priest PE-74021
Created by Independent Third Party: Yes
1 Lsy6vf2fOATuIJOzNNQ%2b5QvsEXEJ6aA%3d%3d 213
11/18/2020 ' I Florida Building Code Online
Design Pressure: N/A Evaluation Reports
Other: See evaluation report for limits of use. FL28328 R1 AE BOR18003.1 2017 FBC Eval Boral Tiles
finaLw
Created by Independent Third Party: Yes
28328.7 Spanish "S" Nuevo (Lake Wales) ASTM C 1492/TAS 112 type 2a, high profile concrete the
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL28328 111 1I BOR18003.1 2017 FBC Eval Boral Tiles
Approved for use outside HVHZ: Yes finaLmdf
Impact Resistant: N/A Verified By: Zachary R. Priest PE-74021
Design Pressure: N/A Created by Independent Third Party: Yes
Other: See evaluation report for limits of use. Evaluation Reports
FL28328 R1 AE BOR18003.1 2017 FBC Eval Boral Tiles
fiinal.Ddf
Created by Independent Third Party: Yes
28328.8 Villa 900 (Lake Wales)
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other: See evaluation report for limits of use.
ASTM C 1492/TAS 112 type 1b, low profile concrete tile
Installation Instructions
FL28328 R1 II BOR18003.1 2017 FBC Eval Boral Tiles
final._
Verified By: Zachary R. Priest PE-74021
Created by Independent Third Party: Yes
Evaluation Reports
FL28328 R1 AE B01118003.1 2017 FBC Eval Boral Tiles
final.g_df,
Created by Independent Third Party: Yes
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 8SO-487-1824
The State of Florida is an AA/EEO employer. �; yjght 2007-2013 State of Florida.:: Prtvacv Statement :: Access] billri Statement : ; gefy
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 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 emalls
provided may be used for official communication with the licensee. However email addresses 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 click here .
Product Approval Accepts:
®� ® E M
Credit Card
Safe
I�
https:/fwww.floridabulding.org/pr/pr app od.aspx?param=wGEVXQwtDgujObYx6FhH711Lsy6vf2f0ATuI�OzNNQ%2b5QvsEXE.l6aA%3d%3d
3/3
CREEK
_A TECHNICAL SERVICES, LLC
Certificate of Authorization No. 29824
17520 Edinburgh Or
Tampa, FL 33647
(813)480-3421
EVALUATION REPORT
FLORIDA BUILDING CODE 6'a EDITION (2017)
Manufacturer:
RORAL ROOFING LLC Issued February 19, 2019
7575 Irvine Center Drive
Irvine, CA 92618
(800)669-8453
www.boralamerica.com
Manufacturing Plants:
Lake Wales, FL
Okeechobee, FL
Quality Assurance:
PRI Construction Materials Technologies (QUA9110)
SCOPE
Category:
Roofing
Subcategory:
Roofing Tiles
Code Sections:
1507.3.5, 1507.3.7, 1523.6.5, 1523.6.5.2. 1523.6.5.2.2, 1523.6.5.2.3
Properties:
Physical Properties, Attachment Requirements, Wind Driven Rain, Static Uplift
Resistance
REFERENCES
Entity
Report No.
Standard
Year
American Test Lab of South Florida Inc (TST3782)
RT0201.01.19
TAS 112
1995
ASTM C 1492
2003(2009)
American Test Lab of South Florida Inc (TST3782)
RT0130.01-14
TAS 112
1995
ASTM C 1492
2D03(2009)
American Test Lab of South Florida Inc (TST3782)
RT0426.01-14
TAS 112
1995
ASTM C 1492
2003(2009)
American Test Lab of South Florida Inc (TST3782)
RT0615.02-11
TAS 112
1995
ASTM C 1492
2003(2009)
American Test Lab of South Florida Inc (TST3782)
RT0615.03-11
TAS 112
1995
ASTM C 1492
2003(2009)
American Test Lab of South Florida Inc (TST3782)
RT0615.04-11
TAS 112
1995
ASTM C 1492
2003(2009)
American Test Lab of South Florida Inc (TST3782)
RT0617.02.16
TAS 112
1995
ASTM C 1492
2003(2009)
American Test Lab of South Florida Inc (TST3782)
RT0617.03•16
TAS 112
1995
ASTM C 1492
2003(2009)
American Test Lab of South Florida Inc (TST3782)
RT0617.04-16
TAS 112
1995
ASTM C 1492
2003(2009)
American Test Lab of South Florida Inc (TST3782)
RT0623.04-14
TAS 112
1995
ASTM C 1492
2003(2009)
American Test Lab of South Florida Inc (TST3782)
RT0624.04-14
TAS 112
1995
ASTM C 1492
2003(2009)
American Test Lab of South Florida Inc (TST3782)
RT0624.05-14
TAS 112
1995
ASTM C 1492
2003(2009)
American Test Lab of South Florida Inc (TST3782)
RT1210.02.15
TAS 112
1995
ASTM C 1492
2003(2009)
American Test Lab of South Florida Inc (TST3782)
RT1210.03-15
TAS 112
1995
ASTM C 1492
2003(2009)
Miami -Dade 8CC0 (CER1592)
14-0408.06
FBC (HVHZ)
2017
Miami -Dade BCCO (CER1592)
14-0416.12
FBC (HVHZ)
2017
Miami -Dade BCCO (CER1592)
15-0721.04
FBC (HVHZ)
2017
Miami -Dade SCCO (CER1592)
16-0112.07
FBC (HVHZ)
2017
Miami -Dade SCCO (CER1592)
16-0112.08
FBC (HVHZ)
2017
Miami -Dade BCCO (CER1592)
18-0509.15
FBC (HVHZ)
2017
Miami -Dade BCCO CER1592)
18-0509.16
FBC (HVHZ)
2017
Miami -Dade BCCO (CER1592)
18-0509.17
FBC (HVHZ)
2017
SORI8003.1 FL28328-Rl Page 1 of 12
This evaluation report is provided for Stale of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
Tile
CREEK
TECHNICAL SERVICES, LLC
Roof Institute
Report No. Standard
Membership Confinnation TAS 100
TAS 101
TAS 102 & 102(A)
BORAL ROOFING LLC
Concrete Roof Tiles
Year
1995
1995
1995
BOR18003.1 FL28328-R1 Page 2 of 12
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
ation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not
addressed herein.
This
CREEK
TECHNICAL SERVICES. LLC
PRODUCT DESCRIPTION
uda (Okeechobee)
BORAL ROOFING LLC
Concrete Roof Tiles
Profile/Description: ASTM C 1492, TAS 112 Type 3a, flat profile, interlocking, class III concrete roof tile
Al�wable Applications: For mechanically fastened (direct deck or batten), mortar set or adhesive set applications
Di ensions: 16" x 10"
Plantation (Okeechobee)
Pr Dfile/Description:
Al owable Applications:
Di ensions:
v
—'6•
Figure 1. Bermuda
ASTM C 1492, TAS 112 Type 3a, flat profile, interlocking, class III concrete roof tile
For mechanically fastened (direct deck or batten), mortar set or adhesive set applications
16-112" x 13"
CREEK BORAL ROOFING LLC
Concrete Roof Tiles
TECHNICAL SERVICES. LLC
Saxony 900 Slate, Shake and Split Shake (Lake Wales and Okeechobee)
Profile/Description: ASTM C 1492, TAS 112 Type 3a, Flat profile, interlocking, class III concrete roof tile
Allowable Applications: For mechanically fastened (direct deck or batten), mortar set or adhesive set applications
Dimensions: 17" x 13" x 1-5132" (Slate) or 1-9/32" (Shake and Split Shake)
[III lu 1r.
ML ill.ItrI i
Figure 3. Saxony 900 Slate
Figure 4. Saxony 900 Shake
Figure 5. Saxony 900 Split Shake
Co\TR WK
nu,ka
BQR18003.1 FL28328-RI Page 4 of 12
This evaluation report is provided for Slate of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty. installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
TECHNICAL SERVICES. LLC
BORAL ROOFING LLC
Concrete Roof Tiles
E tate "S" (Okeechobee)
Profile/Description: ASTM C 1492, TAS 112 Type 1 b, low profile, interlocking, class III concrete roof file
Allowable Applications: For mechanically fastened (direct deck or batten), mortar set or adhesive set applications
Dimensions: 16-1/2" x 13"
Nail I lobs
Figure 6. Estate
Ila 900 (Lake Wales)
0
Profile/Description: ASTM C 1492, TAS 112 Type 1 b, low profile, interlocking, class III concrete roof file
Allowable Applications: For mechanically fastened (direct deck or batten), mortar set or adhesive set applications
D mensions: 17.0" x 13" x 2-1/8"
Nail holes
12"
_C B
Overlock
21/811
�.
f
Figure 7. Villa 900
18003.1 FL28328-R1 Page 5 of 12
evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
;nical Services. LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not
ifically addressed herein.
CREEK
TECHNICAL SERVICES. LLC
Barcelona 900 (Lake Wales)
BORAL ROOFING LLC
Concrete Roof Tiles
Profile/Description: ASTM C 1492, TAS 112 Type la, high profile, interlocking, class III, 'S' shaped concrete
roof tile
A towable Applications: For mechanically fastened (direct deck or batten), mortar set or adhesive set applications
Dimensions: 17" x 13" x 3-5/8"
NAIL HOLES
OVERLOCK
i
13
UNDERLOOK /
Figure 8. Barcelona 900
Galena Spanish "S" (Okeechobee)
Profile/Description: ASTM C 1492, TAS 112 Type 2a, high profile, interlocking, class III 'S' shaped concrete
roof file
Allowable Applications: For mechanically fastened (direct deck), mortar set or adhesive set applications
Dimensions: 17" x 10" x 2.7"
Fastener Ho le
Figure 9. Galena Spanish "Sr'
10„
BOR16003.1 FL28328-RI Page 6 of 12
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services. LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor Imply warranty. installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
anish "S" Nuevo (Lake Wales)
BORAL ROOFING LLC
Concrete Roof Tiles
Prbfile/Description: ASTM C 1492, TAS 112 Type 2a, high profile, interlocking, class III 'S' shaped concrete
roof tile
All Applications: For mechanically fastened (direct deck or batten), mortar set or adhesive set applications
Dimensions: 17" x 9-3/4" x 2-27/32"
Fastener Hole
MON METHOD
a
17"
9-3/4"
Figure 10. Spanish "S" Nuevo
Installation
Limited to slopes 3:12 or greater in the HVHZ; Outside the HVHZ, shall be in accordance
Slo
e:
with the recommendations of the FRSA/TRI Florida High Wind Concrete and Clay Roof
T"tle Installation Manual, Fifth Edition Revised or RAS 118, RAS 119, or RAS 120, as
applicable.
Solid or closely fitted min. 15/32-inch plywood sheathing for new and existing Construction
Roof Deck:
at max. 24 in. span; In the HVHZ, new construction shall be min. 19132 in. plywood at max.
24 in. span; Designed by others in accordance with FBC requirements.
Un¢erlayment:
Installed in accordance with FBC requirements. In the HVHZ, the minimum underlayment
in RAS 118, RAS 119, RAS 120,
II
shall be installed as described or as applicable.
,18003.1 FL28328-R1 Page 7 of 12
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Tec nical Services. LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
Thi evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not
spe ifically addressed herein.
CREEK
TECHNICAL SERVICES. LLC
BORAL ROOFING LLC
Concrete Roof Tiles
Data for Attachment Calculations for Direct to Deck Applications
Nominal Weight (W) and
Aerodynamic
Multipliers
Restoring Moments due to Gravity - M9 (ft-lbf)
Dimensions (I x w)
Direct Deck
oof Tile
W (lbf)
I (ft)
w (ft)
Direct Deck
Application
3":12"
4":12"
5":12"
6":12"
>7":12"
i
Bermuda
9.7
1.33
0.833
0.205
6.97
6.86
6.71
6.54
6.35
lantation
11.6
1.375
1.08
0.289
7.79
7.67
7.52
7.32
7.04
Saxony
900
10.9
1.417
1.08
0.315
7.62
7.5
7.34
7.16
6.95
Estate
"S"
I
10.0
1.375
1.08
0.289
6.74
6.64
6.50
6.33
6.14
ilia 900
10.9
1.42
1.08
0.315
7.62
7.50
7.34
7.15
6.95
arcelona
115
1.417
1.08
0.301
7.00
6.90
6.76
6.60
6.42
900
Galena
8.5
1.42
0.833
0.235
6.13
6.03
5.89
5.74
5.57
Spanish
"S"
S
anish "S"
Nuevo
8.95
1.417
0.8125
0.233
5.93
5.83
5.70
5.56
5.39
Data for Attachment Calculations for Batten Applications
Nominal Weight (W) and
Aerodynamic
Multipliers
RestoringMoments due to Gravity - M9 (ft-lbf)
Roof Tile
Dimensions (1 x w)
A (ft )
Direct Deck
W (IbQ
I (ft)
w (ft)
Batten
Application
3":12"
4":12"
5":12"
6":12"
>7":12"
Bermuda
9.7
1.33
0.833
0.189
6.53
6.43
6.29
6.14
5.97
Plantation
11.6
1.375
1.08
0.267
6.85
6.75
6.61
6.44
6.26
Saxony
900
10.9
1.417
1.08
0.291
-
6.61
6.48
6.31
6.13
Estate "S"
1
10.0
1.375
1.08
0.267
5.91
5.82
5.70
5.56
5.40
Villa 900
10.9
1.42
1.08
0.291
-
6.56
6.42
6.26
6.08
arcelona
11.5
1.417
1.08
0.286
6.19
6.19
6.06
5.92
5.76
900
panish "S"
8.95
1.417
0.8125
0.215
5.30
5.21
5.09
4.96
4.82
I
Nuevo
18003.1
FL28328-R1
8 of 12
is evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Tlachnical Services. LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
T�is evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK". BORAL ROOFING LLC
Concrete Roof Tiles
'
TECHNICAL SERVICES, LLC
Attachment Resistance Expressed as a Moment for Mechanically Fastened Applications
Tile Fastener
Mf (ft-lbf)
Roof Tile
Direct Deck
Direct Deck
Type
Count
Size
Shank
Clip
(min.15/32"
(min.19/32"
Battens
plywood)
plywood)
Nail
2
10d
Ring
N/A
30.9
38.1
17.2
Nail
1
10d
Smooth
or Screw
N/A
7.3
9.8
4.9
Nail
2
10d
Smooth
or Screw
N/A
14.0
18.8
7.4
Screw
1
#8
N/A
N/A
30.8
30.8
18.2
Bermuda,
Screw
2
#8
N/A
NIA
51.7
51.7
24.4
plantation or
Saxony 900
Nail
1
10d
Smooth
or Screw
Field
24.3
24.3
24.2
Nail
1
10d
Smooth
or Screw
Eave
19.0
19.0
22.1
Nail
2
10d
Smooth
or Screw
Field
35.5
35.5
34.8
Nail
2
10d
Smooth
or Screw
Eave
31.9
31.9
32.2
Nail'
2
10d
Ring
N/A
50.3
65.5
48.3
Nail
2
10d
Ring
N/A
27.8
37.4
28.8
Nail
1
10d
Smooth
or Screw
N/A
8.8
11.8
4.1
Nail
2
10d
Smooth
or Screw
NIA
16.4
21.9
7.1
Screw
1
#8
N/A
NIA
25.8
25.8
22.9
Estate "S"Z,
Villa 900
Screw
2
#8
NIA
N/A
47.1
47.1
49.1
Nail
1
10d
Smooth
or Screw
Field
24.3
24.3
24.2
Nail
1
10d
Smooth
or Screw
Eave
19.0
19.0
22.1
Nail
2
10d
Smooth
or Screw
Field
35.5
35.5
34.8
Nail
2
10d
Smooth
or Screw
Eave
31.9
31.9
32.2
Estate "S"
Nail'
2
10d
Ring
N/A
43.0
67.5
50.9
Continued
i
on following page
136R18003.1 FL28328-RI Page 9 of 12
evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
nical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid.
evaluation report does not express nor Imply warranty, Installation, recommended use, or other product attributes that are not
ifically addressed herein.
LjCREEK
TECHNICAL SERVICES, LLC
BORAL ROOFING LLC
Concrete Roof Tiles
� ttachment Resistance Expressed as a Moment for Mechanically Fastened Applications
Tile Fastener
Mr (ft-lbf)
Roof Mile
Direct Deck
Direct Deck
Type
Count
Size
Shank
Clip
(min.15/32"
(min.19/32"
Battens
plywood)
plywood)
Nail
2
10d
Ring
NIA
28.6
41.2
19.4
Nail
1
10d
Smooth
or Screw
NIA
5.1
6.8
2.8
Nail
2
10d
Smooth
or Screw
N/A
6.9
9.2
7.3
Screw
1
#8
N/A
N/A
20.7
20.7
18.1
Barcelona
900,
Galena' or
Screw
2
#8
N/A
NIA
43.2
43.2
29.8
Nail
1
10d
Smooth
or Screw
Field
23.1
23.1
19.0
Spanish "S"
Nuevo
Nail
1
10d
Smooth
or Screw
Eave
29.3
29.3
24.0
Nail
2
10d
Smooth
or Screw
Field
27.6
27.6
38.6
�
Nail
2
10d
Smooth or Screw
Eave
38.1
38.1
41.8
Nail'
2
10d
Ring
N/A
33.1
48.1
45.2
i
N tes: 1) Not for Saxony 900. Villa s00 or Barcelona 9uu. Insta«anon min a 4' the neaalap ano fasteners are tocateo a min. &vz
from head of tile.
2) When using only one fastener, use the hole that is approximately 4-3/4" away from interlocking edge.
3) Direct Deck applications only.
Attachment Resistance Expressed as a Moment for Adhesive or Mortar Set
Roof Tile
Adhesive
Product Approval'
Paddy
Count
Average Paddy
Weight (grams)
Mf (h-lbo
Bermuda,
Planation and
Saxony 900
Dow Chemical TILE BONDTu
NOA 16-0222.01
2
13.9
31.3
ICP Adhesives Polyset AH-160
NOA 17-0322.03
2
8
31.3
1
24
40.4
1
45
11$.9
Saxony 900
DAP Foam Inc. Touch N' Seal®
Storm BondTm 2 Two -Component
NOA 17-0829.12
2
8
59.0
1
24
45
1
45
93
Premix Marbletite, Inc. TILE-TITE
NOA 17-1016.07
NIA
NIA
43.9
Estate "S" or
Villa 900
Dow Chemical TILE BONDTM
NOA 16-0222.01
2
11.4
26.1
ICP Adhesives Polyset AH-160
NOA 17-0322.03
2
8
26.1
1
24
45.5
1
54
86.61
Premix Marbletite, Inc. TILE-TITE
NOA 17-1016.07
N/A
N/A
20.6
Villa 900
DAP Foam Inc. Touch N' Seal®
Storm BondTm 2 Two -Component
NOA 17-0829.12
2
8
55
1
30
40
1
60
70
B;OR18003.1 FL28328-Rl Page 10 of 12
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
s ecifcally addressed herein.
CREEK
TECHNICAL SERVICES. LLC
BORAL ROOFING LLC
Concrete Roof Tiles
Attachment Resistance Expressed as a Moment for Adhesive or Mortar Set
Roof Tile
Adhesive
Product Approval'
Paddy
Count
Average Paddy
Weight (grams)
Mir (ft-lbf)
Dow Chemical TILE BONDTM
NOA 16-0222.01
2
10.7
29.3
Barcelona 900,
Galena Spanish
'S- or Spanish
S" Nuevo
ICP Adhesives Polyset AH-160
NOA 17-0322.03
2
8
29.3
1
24
38.7
1
63
66.5
Premix Marbletite, Inc. TILE-TITE
NOA 17-1016.07
NIA
NIA
24.5
Barcelona 900
DAP Foam Inc. Touch N' Seal®
Stone BondTM 2 Two -Component
NOA 17-0829.12
2
8
66.0
1
30
1
1
60
82
1) See manufacturers product approval for installation requirements.
1) All files shall bear the identifiable marking of the manufacturer's name or logo as follows:
Manufactured in Lake Wales, FL
Manufactured in Okeechobee, FL
OR
E N T 'EL G R A
8003.1
11 of 12
This evaluation report is provided for Stale of Florida product approval under Rule 61G203. The manufacturer shall notify CREEK
Technical Services. LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid.
This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not
secffically addressed herein.
E«
CREEK
TECHNICAL SERVICES. LLC
BORAL ROOFING LLC
Concrete Roof Tiles
MITATIONS
1) Fire Classification is not within the scope of this evaluation.
2) Installation of the evaluated products shall comply with FBC Section 1507.3, FRSAITRI Florida Nigh Wind
Concrete and Clay Roof Tile Installation Manual, Fifth Edition Revised and the manufacturer's published
application instructions. Installations in the HVHZ shall comply with RAS 118, RAS119 and RAS 120.
3) All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 61 G20-3.
4) All product listed in this shall tested quarterly in accordance with TAS 112 Appendix A.
5) installation of the evaluated products shall be limited to projects in areas subjected to weathering indices of
50 or greater as illustrated in ASTM C 1492-03, figure 1 (see below).
so
so so
WEATHERING REGIONS
�:•:•
NEGLIGIBLE WEATHERING
MODERATE WEATHERING
SEVERE WEATHERING
PLIANCE STATEMENT
products evaluated herein by Zachary R Priest P.E. have demonstrated compliance with the Florida Building
6"' Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer.
,��s�tttrtrrirri
R. pR
••'LENS'• �F�i'•
..
• No 74021
' STATE OF •
0'• All
TION OF INDEPENDENCE
2019.02.1
9 10:10:22
-05t00'
Zachary R. Priest, P.E.
Florida Registration No. 74021
Organization No. ANE9641
Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing
under this evaluation.
:EK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under
evaluation.
ry R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products
this evaluation.
ary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
ict.
END OF REPORT
18003.1 FL28328-Rl Page 12 of 12
evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK
nical Services. LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
ifcally addressed herein.
6/18/2020
I
Florida Building Code Online
wwv....
BCIS Home Log in User Registration Hot Topics Submit Surcharge Slats a Facts Pvbllcahons Contact Us BCiS Site Map Links Search
br,, —.1) PER: Pub Approval
I Prod ct User
Y(gdu[ ApnrOval MCnU > Product or An p6<ation Search > At pl (lnnn !n( > Application Detail
FL T FL5259-R29
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer POLYGLASS USA
Address/Phone/Email 1111 W. Newport Center Drive
Deerfield Beach, FL 33442
(954) 233-1330 Ext 242
malpert@polyglass.com
Authorized Signature Maury Alpert
malpert@polyglass.com
Technical Representative TECH REP
Address/Phone/Email 1111 West Newport Center Drive
Deerfield Beach, FL 33442
(866)802-8017
uspolyglasstechnical@polyglass.com
Quality Assurance Representative QA REP
Address/Phone/Email t 111 West Newport Center Drive
Deerfield Beach, FL 33442
(888) 410-1375
uspolyglasstechnical@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 the Robert Nieminen
Evaluation Report
Florida License
PE-59166
Quality Assurance Entity
UL LLC
Quality Assurance Contract Expiration Date
10/21/2022
Validated By
John W. Knezevich, PE
Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
fL5259 R29 COI 2019 01 COI NIEMINEN pjff
Standard
Year
ASTM D1970
2015
ASTM D226
2009
ASTM D4798
2011
ASTM D6163
2008
ASTM D6164
2011
ASTM D6222
2011
ASTM D6509
2009
hUpsJ/www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvbSgAaZp3Crk2vS%2feg01ipmaCfgJXCANGg3CNQhK30Sg%3d%3d 1/2
6/18/2020 Florida Building Code Online
FM 4474 2011
FRSA/TRI April 2012 2012
UL 1897 2012
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 10/15/2019
Date Validated 10/16/2019
Date Pending FBC Approval 10/20/2019
Date Approved 12/10/2019
Summary of Products
FL # Model, Number or Name Description
5259.1 Polyglass Roof Roofing underlayments
Underlayments
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
undedayment forms part of the load -path).
Refer to ER Section 5.6.1 for other systems,
other deck types and associated maximum
design pressures. 2.) Refer to ER Section 5 for
other limits of use.
Installation Instructions
R29 11 2019 10 FINAL ER POLYGLASS UNDERLAYMENTS
R29-pdf
Verified By: Robert Nleminen PE-59166
Created by Independent Third Party: Yes
Evaluation Reports
FL5259 R29 AE 2019 10 FINAL ER POLYGLASS UNDERLAYMENTS FL5259-
R29,p4
Created by Independent Third Party: Yes
contact US :: 2601 $fair Stone Rowe Tallahassee FL 32399 phone 850-487-1824
The State of Florida is an AA/EEO employer. SgflLrignt 200J-2013 State of Florida :: Id3ty Statement :: Acreszlbi8[v Smtnmmt :: Ac1un0 Sd[ement
Under Honda law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic
mall to Nis apply. Instead, contact me office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1),
Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must p of the Department with an email address if they have one. The email$
provided may be used for official communication with the licensee. However email addresses arc public record. If you do not wish to supply a personal address, please
provide We Department with an email address which can l e made available to the public. To determine if you are a licensee under chapter 455, F.S., please click hero .
Product Approval Accepts:
rT K] (�_iR E] E
Credit Card
Safe
https:IAw.floridabuilding.org/prlpr_app_dti.aspx?param=wGEVXQwtDgvbSgAaZp3Crk2vS%2fegOlipmaCfgJXCANGg3CNQhK3OSg%3d%p3d 212
0
ENGINEER EVALUATE
NEMO I etc.
Certificate of Authorization #32455
353 Christian Street, Unit #13
Oxford, CT 06478
(203)262-9245
TEST CONSULT CERTIFY
Polyglass USA, Inc. Evaluation Report P12060.02.09-R25
1111 West Newport Center Drive FL5259-R29
Deerfield Beach, FL 33442 Date of Issuance: 02/24/2009
(954)233-1230 Revision 25:10/14/2019
SCOPE:
This Evalu tion Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
constructs Dn 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 6" Edition (2017) 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.
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 l Report by the named client constitutes agreement to notify Robert Nieminen, P.E. of any changes to the
product(s),' the Quality Assurance or the production facility location(s). NEMOIetc. requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMIENT: The Evaluation Report number preceded by the words "NEMO)etc. 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 16
Prepared by:
.e.... !'^ ,"
/
�i
Robert J.M. Nieminen, P.E.
••.F;�:,,:�.;.<..�':�'
Florida Registration No. 59166, Florida DCA ANE1983
The facsimile seal appearing was authorised by Robert Nieminen, P.E. on
10/14/2019. This does not serve as an electronically signed document.
CERTIFICATION OF INDEPENDENCE:
1. NEMO Ietc. 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. NEMO I etc. is not owned, operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
S. This is a building code evaluation. Neither NEMOI etc. nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
project n which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained
specific Ily for that purpose.
02019 NEMO ETC, LLC
44NEMO I etc.
Product Category:
Roofing
Sub -Category:
Underlayment
Compliance Statement:
Roof Underlayments, as produced by Polyglass
USA, Inc., have demonstrated
compliance with the
following sections of the 6th Edition (2017) Florida Building Code through testing In accordance with the
following Standards.
Compliance is subject to
the Installation Requirements and Limitations
/ Conditions of Use set forth herein.
2. STANDARDS:
Section
Propert
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 Properties
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 Properties
ASTM D6163
2008
1507.11.2
Physical Properties
ASTM D6164
2011
1507.11.2
Physical Properties
ASTM 06222
2011
1507.11.2
Physical Properties
ASTM D6509
2009
TA5110
Accelerated Weathering
ASTM D4798
2011
Entity
Examination
Reference
Date
N!nl
Examination
Reference
Date
Ego (TST 6D49)
Wind Uplift
11757.08.01-1
08/13/2001
ERD (TST 60491
Tensile adhesion
P40390.04.15
04/03/2015
Ego (TST 6049)
Wind Uplift
11776.06.02
01/16/2003
ERD (TST 60491
TAS 103
P44360.30.14-RI
05/18/2015
Ego (TST 6049)
Wind Uplift
P1740.01.07
01/04/2OD7
Ego (TST 6049)
Wind Uplift
PLYG-SC8905.05.16-1
05/17/2016
ERD (TST 6049)
ASTM D1970
P5110.04.07-1
04/11/2007
ERD (TST 6049)
ASTM D1970
PLYG-SC10130.06.16.1
G6/27/2016
ERD (TST 6049)
Wind Uplift
P9260.03.08
03/21/2008
Ego (TST 6049)
Tensile adhesion
PLYG-SC10130.06.16-2
06/27/2016
ERD (TST 6049)
Wind Uplift
P30540.11.09-RI
I1/30/2DD9
ERD (TST 6049)
TAS103
PLYG-SC10130.06.16-3
06/27/2016
Ego (TST 60491
Tensile Adhesion
P11030.11.09.1
11/30/2009
ERD (TST 6049)
ASTM D1970ID4798
PLYG-SC8080.07.16
07/16/2016
Ego (TST 60491
Wind Uplift
P11030.11.09.2
11/30/2009
ERD (TST 6049)
Wind Uplift
PLYG-SC12025.10.16
10/12/2016
ERD (TST 60491
ASTM D4977
P11030.11.09.3
11/30/2009
ERD (TS76049)
TA5103
PLYG-SC13D40.12.16
12/27/2016
ERD (TST 6049)
ASTM D1970
P33360.06.10
06/25/2010
ERD (TST 6049)
30M physicals
PLYG SC11900.03.17
03/10/2017
Ego (TST 6049)
TAS103
P33370.03.11
03/02/2011
ERO(TST 6049)
TA5103
PLYG-SC12115.08.17
08/08/2017
Ego (TST 6049)
Tensile Adhesion
P33370.04.11
04/26/2011
ERD (TST 6049)
TA5103
PLYG-SC13035.08.17
10/31/2017
ERD (TST 6049)
ASTM D1970
P37300.30.11
10/29/2011
FM (TST 1B67)
Wind Uplift
3004091
01/12/2000
Ego (TST 6049)
TAS103
P40390.08.12.1
OB/O6/2012
ICC.ES(EVL 2396)
IBC Compliance
ESR-1697
04/01/2029
Ego (TST 6049)
Tensile Adhesion
P40390.08.12.2
08/07/2012
M-D(CER 1592)
HVHZ Compliance
NOA 17-0614.22
07/06/2017
ERD (TST 6049)
Tensile Adhesion
C41420.09.123
09/21/2012
Mn (TST 2508)
ASTM D4798
1x20H7A
04/01/2008
ERD (TST 6049)
Wind Uplift
P39680.03.33
03/04/2013
NEMO (TST 6M9)
ASTM D1970
4-PLYG-18-W.03.18
03/29/2018
Ego (TST 6049)
ASTM D1970
P45370.04.13
04/26/2013
NEMO (TST 6049)
Wind Uplift
4L-PLYG.18.003.01.19
01/11/2019
Ego (TST 60491
Wind Uplift
P1738.02.07-112
04/29/2013
NEMO (TST 6049)
ASTM D6163
4S-PLYG.18.002.01.19-A
01/24/2019
ERD (TST 60491
Wind Uplift
11757Z,1.01-1-RI
04/30/2013
NEMO (TST 6049)
ASTM D6222
4S.PLYG-18.001.05.19-C
05/20/2019
Ego (TST 60491
ASTM 06164
P37590.03.133A
05/06/2013
NEMO(TST 6049)
TA5103
4S-PLYG-18-004.10.19-G
30/08/2019
ERD (TST 6049)
ASTM D6SO9
P37590.03.13 1-R1
06/26/2013
NEMO (TST 6049)
TAS103
4S-PLYG-18.004.10.19-1
10/08/2019
Ego (TST 6049)
Wind Uplift
P41630.08.13
08/06/2013
NEMO (TST 6049)
TAS103
45-PLYG-I8.004.10. 19-L
10/09/2019
Ego (TST 6049)
ASTM D4601
P45940.09.13
09/04/2013
NEMO(TSr 60491
TA5103
41-PLYG-I9-SSUDL-01.A
10/10/2019
ERD (TST 6049)
Wind Uplift
P11751.05.03-R1
11/26/2013
PRI (TST 5878)
Tensile Adhesion
PRI01111
04/08/2002
ERD (TST 6049)
Wind Uplift
P31781.11.03-R1
11/26/2013
PRI (TST 5878)
TA5103
PUSA-018-02-01
07/14/2003
ERD (TST 6049)
30/90 physicals
P45270.05.14
05/12/2014
PRI (TST 5878)
TA5103
PUSA-035-02-01
09/29/2006
Ego (TST 60491
Tensile adhesion
6020.09.14-5
09/08/2014
PRI (TST 58781
TAS103
PUSA-OSS-02.02
12/10/2007
Ego (TST 6049)
Tensile adhesion
6020.09.14-6
09/08/2014
PRI (TST 5878)
ASTM D6222
PUSA-061-02-02
02/28/2008
ERD (TST 60491
Tensile adhesion
P46520.10.14
10/03/2014
PRI (TST 5878)
ASTM D6164
PUSA-088.02-01
07/29/2009
Ego(TST 6049)
ASTM 01970/D4798
P43290.10.14
10/17/2014
Polyglass USA
PA Affidavit
Mule -Hide Cross Ltg
03/01/2008
NEMO ETC, U.C.
Evaluation Report
P12060.02.09.R25
CerticateoJAyrhorization
433455
6"
EDITION (2017) FBC
NON-HVHZ EVALUATION
FL5259.R29
Polyglass Roof Underlayments;
(954) 233.1230
Revision 25: 10/14/2019
Page 2 of 16
Entity Examination Reference Date Enti
ERD ITST 60491 TA5103 PLYG-SC7550.03.15 03/24/2015 Polyglass USA
UL(QUA9625)
4.
4.1
4.2
4.3
4.4
4.5
4.6
4.7
4.8
4.9
4.10
4.11
4.12
4.13
4.14
4.15
4.16
4.17
ONEMO I etc.
Examination Reference Date
Materials Affidavit Polystick Compound 08/1812011
Quality Control Service Confirmation 09/13/2018
PROD
CT DESCRIPTION:
Product
Specification
Plant(s)
Description
Elastobase
ASTM D6163
FL
Fiberglass -reinforced, SBS modified bitumen base sheet
Elastobase P
ASTM D6164
FL
Polyester -reinforced, SBS modified bitumen base sheet
Elastoflex G TU
M-D 13-004
PA
Polyester -reinforced, modified bitumen tile underlayment
FRSA/TRI April 2012
composed of a sand -surfaced SBS modified bitumen back-
side and granule -surfaced APP modified bitumen top -side
Elastoflex S6 G
ASTM D6164
FL
Polyester -reinforced, SBS modified bitumen cap sheet
FRSA/TRIApril 2012
Elastoflex S6 G FR
ASTM D6164
FL
Polyester -reinforced, SBS modified bitumen cap sheet
FRSA/TRI April 2012
Mule -Hide SA-APP Cap Sheet
ASTM D6222
FL
Polyester -reinforced, APP modified bitumen cap sheet
FRSA/TRI April 2012
HydraGuard Dual Pro
ASTM D1970
FL
Nominal60-mil thick dual -layer rubberized asphalt
waterproofing membrane, fiberglass reinforced, with a
polyester fabric surface
HydrijGuard Tile Pro
ASTM D1970
FL
Nominal 60-mil thick dual -layer rubberized asphalt
TAS 103
waterproofing membrane, fiberglass reinforced, with a
FRSA/TRI April 2012
polyester fabric surface
Mule -Hide SA-APP Cap Sheet
ASTM D6222
FL
Polyester -reinforced, APP modified bitumen cap sheet
(FR)
FRSA/TRI April 2012
Polyfl
x G
ASTM D6222
FL
Polyester -reinforced, APP modified bitumen cap sheet for
FRSA/TRI April 2012
use as an alternate to Heat Applied "Cap Sheet" in the
"Two Ply System" from FRSA/TRI April 2012 (04-12)
beneath mechanically fastened or adhered tile roof
systems
Polyflex G FR
ASTM D6222
FL
Polyester -reinforced, APP modified bitumen cap sheet for
FRSA/TRI April 2012
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
Polyflex SA P
ASTM D6222
FL
Polyester -reinforced, APP modified bitumen cap sheet
FRSA/TRI April 2012
Polyflex SA P FR
ASTM D6222
FL
Polyester -reinforced, APP modified bitumen cap sheet
FRSA/TRI April 2012
Polyglass Base
ASTM D6509
FL
Fiberglass -reinforced, APP modified bitumen base sheet
Polyglass G2 Base Sheet
ASTM D4601
AL
Fiberglass -reinforced, asphaltic base sheet
Polystick IR-Xe
ASTM D1970
FL, PA
Nominal 60-mil thick rubberized asphalt waterproofing
membrane, glass fiber reinforced, with an aggregate
surface
Polystick NITS Plus
TAS 103
FL, PA, TX
Nominal 60-mil thick rubberized asphalt waterproofing
FRSA/TRI April 2012
membrane, glass fiber reinforced, surfaced with
polyolefinic film surface
NEMO ETC. U.C. Evaluation Report P32060.02.09-1125
Certificate of Aurhorimriona32455 i EDITION (20171 FEW NON-HVHZ EVALUATION FL5259-R29
Polyglass Roof Underlayments; (954) 233.1230 Revision 25: 10/14/2019
Page 3 of 16
4.
4.18
4.19
4.20
4.21
ONEMO I etc.
PRO
UCT DESCRIPTION:
Product
Specification
Plant(s)
Description
Poly
tick MU-X
ASTM D1970
FL, NV, PA
Nominal 54-mil thick dual -layer rubberized asphalt
(See Section 5.8)
waterproofing membrane, fiberglass reinforced, with a
polypropylene film surface
Polystick
TU Max
ASTM D1970
FL, PA, TX
Nominal 60-mil thick rubberized asphalt waterproofing
TAS 103
membrane with a 190 g/m' polyester fabric surface
FRSA/TRI April 2012
Poly
tick TU P
TAS 103
TX
Nominal 130-mil thick rubberized asphalt waterproofing
FRSA/TRI April 2012
membrane, glass-fiber/polyester reinforced, with a
granular surface
Poly
tick TU Plus
ASTM D1970
FL, PA
Nominal 80-mil thick rubberized asphalt waterproofing
TAS 103
membrane, glass fiber reinforced, with a polyester fabric
FRSA/TRI April 2012
surface
5.1 This i5 a building code evaluation. Neither NEMOIetc. nor Robert Nieminen, P.E. are, in anyway, 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 11Evaluation Report is not for use in the HVHZ.
5.3 Fire µlassification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of
this droduct.
5.4 Polyglass Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within
FBC Ipproval documents. If not listed, a request may be made to the Authority Having Jurisdiction for approval based on this
eval ation combined with supporting data for the prepared roof covering.
5.5
TABLE 1: ROOF COVER OPTIONS
Wood Shakes
Underlayment
Asphalt Shingles
Nail -On Tile
Foam -On Tile
Metal
&Shingles
Slate
Elast
base
Yes
Yes
Yes
Yes
Yes
Yes
(Base Sheet in 2-ply system)
(Base Sheet in 2-ply system)
Elast
base P
YP5
Yes
Yes
Yes
Yes
Yes
laase Sheet in 2.1"I"steen)
(Base Sheet in 2-p1y system)
Polyglass Base
No
Yes
Yes
No
No
No
(Base sheet In )-ply system)
(Base Sheet in 2-ply system)
Polyglass G2 Base
No
Yes
Yes
No
No
No
(ame Sheet in 2-ply system)
(Base Sheet in 2-ply system)
Elastoflex G TU
Yes
Yes
Yes (See 5.5.1)
No
Yes
Yes
Elastoflex S6 G
Yes
Yes
Yes (See 5.5-1)
No
Yes
Yes
Elastoflex 56 G FR
Yes
Yes
No
No
Yes
Yes
HydraGuard Dual Pro
Yes
No
No
Yes
Yes
Yes
Hydra Guard Tile Pro
Yes
Yes
Yes (See 5.5.1)
Yes
Yes
Yes
Mule -Hide SA-APP Cap
Shee
Yes
Yes
Yes (See 5.5.1)
No
Yes
Yes
Mule
Hide SA-APP Cap
Shee
(FR)
Yes
Yes
Yes (See 5.5.1)
No
Yes
Yes
Polyf
Be
Yes
Yes
Yes (See 5.5.1)
No
Yes
Yes
Polyf
ex G FR
Yes
Yes
No
No
Yes
Yes
Palyf
ex SA P
Yes
Yes
Yes (See 5.5.1)
No
Yes
Yes
Polyf
ex SA P FR
Yes
Yes
Yes (See 5.5.1)
No
Yes
Yes
Polys.
ick IR.xe
Yes
No
No
No
Yes
Yes
NEMO ETC, LtIC.
[ert �mte ojA�frhorimthm N32455
fit.. EDITION (2017) FBC NON-HVHZ EVALUATION
Polyglass Roof Undedayments; (9541233-1230
Evaluation Report P12060.02.09-R25
FL5259-R29
Revision 25: 10/14/2019
Page 4 of 16
5.5.1
5.6
*NEMOletc.
TABLE 1: ROOF COVER OPTIONS
Underlayment
Asphalt5hingles
Nall -On Tile
Foam -On Tile
Metal
Wood Shakes
&Shingles
Slate
Polysdck MT5 Plus
Yes
Yes
No
Yes
Yes
Yes
Polystick MU-x
Yes
No
No
Yes
Yes
Yes
Polystick TU Ma.
No
Yes
Yes (See 5.5.1)
Yes
No
No
_
Polystick TU P
No
Yes
Yes (See S.5.1)
No
No
No
Polystick
TU Plus
Yes
Yes
Yes (See 5.5.1)
Yes
Yes
Yes
Tile" is limited to use of the following Approved tile adhesives / underlayment combinations.
TABLE IA: ALLOWABLETILE ADHESIVE/ UNDERLAYMENT COMBINATIONS'
Florida Product
Adhesive
Approval
Underlayments
DAP !loam
Touch'n Seal StormBond
FL14506
Polystick TU Max or Polystick TU Plus
Roof
Tile Adhesive
HydraGuard Tile Pro, PolyRex SA P, Polystick TU Max, Polystick TU P or
Dow
ileBond'"
FL22525
Polystick TU Plus
Elastoflex G TU, Elastoflex S6 G, HydraGuard Tile Pro, Mule -Hide SA-APP
ICP Adhesives Polyset° AH-160
FL6332
Cap Sheet, Mule -Hide SA-APP Cap Sheet (FR), Polyflex G, Polyflex SA P,
Polyflex SA P FR, Polystick TU Max, Polystick TU P or Polystick TU Plus
Elastoflex S6 G, HydraGuard Tile Pro, Mule -Hide SA-APP Cap Sheet, Mule-
ICP Adhesives Polyset° RTA-1
FL6276
Hide SA-APP Cap Sheet (FR), Polyflex G, Polyflex SA P, Polyflex SA P FR,
Polystick TU Max, Polystick TU P or Polystick TU Plus
Allowable Substrates:
TABLE 2: SUBSTRATE OPTIONS FOR ADHERED UNDERLAYMENTS
Substrates (designed to meet wind loads for project)
nderlayment
Application
Type Primer Material(s)
Deck /
(Optional) ASTM D41
Plywood, OSB, Southern Yellow Pine or Huber
HydraGuard Dual Pro,
Engineered Woods "ZIP System" Panels
HydraGuard Tile Pro,
sheathing
ASTM D41
structural concrete
Polystick (all variations),
Mule -Hide SA-APP Cap
self-
(Optional) ASTM D41
ASTM C3289 Type II Class 1 polyisotyanurate, ASTM
Sheet, Mule -Hide SA-APP
adhering
Insulation
or WB-3000
C1289 Type V polyisotyanurate-composite, DensDeck
Cap Sheet (FR), Polyflex
Prime or SECUROCK Gypsum -Fiber Roof Board
Base
N/A
ASTM D226 felt, Elastobase, Elastobase P or Mule -Hide
SA P or Polyflex SA P FR
Sheet
Nail Base
Deck
ASTM D41
structural concrete
Elastoflex G TU, Elastoflex
hot asphalt
Insulation
(Optional) ASTM D41
DensDeck Prime or SECUROCK Gypsum -Fiber Roof Board
Base
N/A
ASTM D226 felt, Elastobase, Elastobase P, Mule -Hide Nail
S6 G or Elastoflex S6 G FR
Sheet
Base or Polyglass G2 Base
Deck
ASTM D41
structural concrete
Insulation
(Optional) ASTM D41
DensDeck Prime or SECUROCK Gypsum -Fiber Roof Board
torch-
Polyflex G or Polyflex G FR
applied
Base
N/A
Elastobase, Elastobase P, Mule -Hide Nail Base, Polyglass
Sheet
G2 Base or Polyglass Base
' Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance.
NEMO ETC, LLC. Evaluation Report P12060.02.09-R25
Ce"ifimte ofAutluritotion #32455 6"' EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-R29
Polyglass Roof Underlayments; 19541233-1Z30 Revision 25: 10/14/2019
Page 5 of 16
5.6.1
ONEM01eft.
Wind Resistance for Underlayment Systems in Foam -On Tile Applications:
The following wind uplift limitations apply to underlayment systems that are not prescriptively addressed in FRSA/TRI April
2012 (04-12) and are used in foam -on or mortar -set tile applications. Maximum Design Pressure is the result of testing for
wind load resistance based on allowable wind loads and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin
of safety per FBC 1504.9 has already been applied). Refer to FRSA/TRI April 2012 (04-12), Appendix A, Table 1A or FBC 1609
for determination of design wind loads.
#1 Maximum Design Pressure =-52.5 psf:
Deck: APA rated, 7/16 CAT, 0.428 in., Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Joints: Min. 4-inch wide strips of Elastoflex SA-V over all OSS joints
Base Ply: Polystick MTS Plus, self -adhered.
Underlayment: Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet (FR), Polyflex SA P, Polyflex SA P FR, Polystick TU Max, Polystick
TU P or Polystick TU Plus, self -adhered.
#2 Maximum Design Pressure = -90 psf:
Deck: Min. 15/32-Inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: None
Base Ply: (Optional) Polystick MTS Plus, self -adhered.
Underlayment: Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet (FR), Polyflex SA P, Polyflex SA P FR, Polystick TU Max, Polystick
TU P or Polystick TU Plus, self -adhered.
#3
Min. 15/32-Inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
m: PG100 or ASTM D41
Ply: (Optional) Polystick MTS Plus, self -adhered.
rlayment: Mule-Flide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet (FR), Polyflex SA P, Polyflex SA P FR, Polystick TU Max, Polystick
TU P or Polystick TU Plus, self -adhered and back -nailed within the selvedge -edge side laps using 12 ga. x 1Y." ring shank nails
through 32 ga., 1-5/8" diameter tin caps spaced 12-inch o.c.
114 Maximum Desien Pressure=-105 psf
Deck: Min. 15/32-Inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: WB-3000
Based Ply: (Optional) Polystick MTS Plus, self -adhered.
Underlayment Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet (FR), Polyflex SA P, Polyflex SA P FR, Polystick TU Max, Polystick
TU P or Polystick TU Plus, self -adhered and back -nailed within the selvedge -edge side laps using 12 ga. x IM" ring shank nails
through 32 ga., 1-5/8" diameter tin caps spaced 12-Inch o.c.
#5 Maximum Design Pressure=-235 psf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: (Optional) PG100 or ASTM D41
Base Ply: (Optional) Polystick MTS Plus, self -adhered.
Joints: Min. 4-inch wide strips of Elastoflex SA-V over all plywood joints.
Underlayment: Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet (FR), Polyflex SA P, Polyflex SA P FR, Polystick TU Max, Polystick
TU P or Polystick TU Plus, self -adhered.
#6 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: HydraGuard Tile Pro, Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet (FR), Polyflex SA P, Polyflex SA P FR,
Polystick TU Max, Polystick TU P or Polystick TU Plus, self -adhered.
#7 Maximum Desien Pressure=-622.5 psf:
Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: PG100 or ASTM D41
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
NEMO ETC, LL
Ceniificate fAWi odrotion 932455
6"' EDITION (20171 FBC NON-HVHZ EVALUATION
Polyglass Roof Underlayments; (954) 233-1230
Evaluation Report P12060.02.09-R25
FL5259-R29
Revision 25: 10/14/2019
Page 6 of 16
ON EMO I etc.
HS Maximum Design Pressure=-30.0psf•:
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 D.C. at the 3-inch wide side laps and 6-inch D.C. at two (2) equally spaced staggered center rows.
Base Ply: (Optional) Polystick MT5 Plus, self -adhered.
Underlayment: Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet (FR), Polyflex SA P, Polyflex SA P FR, Polystick TU Max, Polystick
TU P or Polystick TU Plus, self -adhered.
J19 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 long x 1-inch head diameter round metal cap nails
Spacing: 6-inch D.C. at the 3-inch wide side laps and 6-inch D.C. at two (2) equally spaced staggered center rows.
Base Ply: (Optional) Polystick MTS Plus, self -adhered.
Underlayment: Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet (FR), Polyflex SA P, Polyflex SA P FR, Polystick TU Max, Polystick
TU P or Polystick TU Plus, self -adhered.
#10 Maximum Design Pressure=-37.5 psf•:
Defk: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Bar Sheet: One (1) or two (2) layers ASTM D226, Type II felt
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 12-inch D.C. at two (2) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt.
h1l Maximum Design Pressure =-45 psf
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: One (1) layer ASTM D226, Type 11 felt
Fasteners: 11 ga. x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps
Spacing: 4-inch D.C. at the 2-inch wide side laps and 4-inch D.C. at two (2) equally spaced staggered center rows.
Base Ply: (Optional; for use with self -adhering underlayment only) Polystick MTS Plus, self -adhered.
Underlayment: Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet (FR), Polyflex SA P, Polyflex SA P FR, Polystick TU Max, Polystick
TU P or Polystick TU Plus, self -adhered or Elastoflex G TU, applied in full mopping of hot asphalt.
h12 Maximum Design Pressure =-45 psf•:
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Two (2) layers ASTM D226, Type It felt
Fasteners: 11 ga. x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps
Spacing: 9-inch D.C. at the 2-inch wide side laps and 9-inch D.C. at two (2) equally spaced staggered center rows.
Base Ply: (Optional; for use with self -adhering underlayment only) Polystick MTS Plus, self -adhered.
Un erlayment: Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet (FR), Polyflex SA P, Polyflex SA P Fit, Polystick TU Max, Polystick
TU P or Polystick TU Plus, self -adhered or Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt.
U13 Maximum Design Pressure =-45 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: Simplex MAXX Cap Fasteners
Spacing: 9-inch D.C. at the 2-inch wide side laps and 18-inch o.c. at two (2) 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.
1114 Maximum Design Pressure =-45.0 psf:
Deck: APA rated, 7/16 CAT, 0.418 in., Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority Having
lurlsdiction.
Basg Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface)
Fasteners: 12 ga. annular ring shank nails with 1-5/8" diameter tin caps
Spacing: 6-inch o.c. at the 3-inch wide side laps and 6-inch D.C. at four (4) equally spaced staggered center rows.
Base Ply: (Optional) Polystick MTS Plus, self -adhered.
Underlayment: Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet (FR), Polyflex SA P, Polyflex SA P Fit, Polystick TU Max, Polystick
TU P or Polystick TU Plus, self -adhered.
NEW ETC, U.C. Evaluation Report P12060.02.09-R25
Ceniyirate ayAurhofi Wion a32455 fi"'EDITION (20171 FBC NON-HVHZ EVALUATION FL5259-R29
Polyglass Roof Underlayments; (954) 233-1230 Revision 25: 10/14/2019
Page 7 of 16
NNEMOJetc.
#15 Mg ximum Design Pressure =-45.0 Psf:
Deck: APA rated, 7/16 CAT, 0.418 in., Exposure 1, OSS sheathing to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Sheet: Elastobase (sand top surface)
Fasteners: 12 ga. annular ring shank nails with 1.5/8" diameter tin caps
Spacing: 6-inch o.c. at the 3-inch wide side laps and 5-inch D.C. at four (4) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex 56 G, applied in full mopping of hot asphalt.
#16 Maximum Design Pressure =-45.0 psf:
Deck: APA rated, 7/16 CAT, 0.418 in., Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Sheet: Elastobase or Polyglass Base
Fasteners: 12 ga. annular ring shank nails with 1-5/8" diameter tin caps
Spacing: 6-inch o.c. at the 3-inch wide side laps and 6-inch o.c. at four (4) equally spaced staggered center rows.
Underlayment Polyflex G, torch -applied.
917 Maximum Design Pressure =-52.5 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: Simplex MAX)( Cap Fasteners
Spacing: 9-inch o.c. at the 2-inch wide side laps and 12-inch D.C. at two (2) 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.
418 Maximum Design Pressure=-52.5 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: Simplex Original Cap Nails
Spacing: 6-inch D.C. at the 3-inch wide side laps and 6-inch o.c. at four (4) equally spaced staggered center rows.
Base Ply: (Optional) Polystick MTS Plus, self -adhered.
Underlayment: Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet (FR), Polyflex SA P, Polyflex SA P FR, Polystick TU Max, Polystick
TU P or Polystick TU Plus, self -adhered.
#19 Maximum Design Pressure = -52.5 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: Simplex Original Cap Nails
Spacing: 5-inch o.c. at the 3-inch wide side laps and 6-inch o.c. at four (4) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex 56 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
H2O Maximum Design Pressure=-60 DO:
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: 11 ga. x 1.25-inch long x 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 three (3) equally spaced staggered center rows.
Un erlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
#21 M imum Design Pressure =-60 psf:
De k: 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: OMG #12 Standard Roofgrip with OMG Flat Bottom Metal Plates
Spacing: 12-inch D.C. at the 4-Inch wide side laps and 12-inch o.c. at two (2) 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.
NEMO ETC, LC.
Cenifrate of AJthoriration 432455
6" EDITION (20171 FEIC NON-HVH2 EVALUATION
Polyglass Roof Underlayments; (954) 233.1230
Evaluation Report P12060.02.09-R25
FL5259-R29
Revision 25: 10/14/2019
Page 8 of 16
*NEMO I etc.
#22 Maximum Design Pressure =-60.0 psf:
Deck: APA rated, 7/16 CAT, 0.418 in., Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface)
Fasteners: Simplex MAXX Cap Fasteners
Spacing: 8-Inch D.C. at the 3-inch wide side laps and 8-inch D.C. at three (3) equally spaced staggered center rows.
Primer: PG100 or ASTM D41 primer applied to stress plates.
Base Ply: (Optional) Polystick MTS Plus, self -adhered.
Underlayment: Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet (FR), Polyflex SA P, Polyflex SA P FR, Polystick TU Max, Polystick
TU P or Polystick TU Plus, self -adhered.
423 Maximum Design Pressure=-60.0 psf:
Deck: APA rated, 7/16 CAT, 0.418 in., Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Bas�ie Sheet: Elastobase (sand top surface)
Fasteners: Simplex MAXX Cap Fasteners
Spacing: 8-inch o.c. at the 3-inch wide side laps and 8-inch D.C. at three (3) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt.
k24 Maximum Design Pressure =-60.0 psf:
Deck: APA rated, 7/16 CAT, 0.418 in., Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Sheet: Elastobase or Polyglass Base
Fasteners: Simplex MAXX Cap Fasteners
Spacing: 8-Inch D.C. at the 3-inch wide side laps and 8-inch D.C. at three (3) equally spaced staggered center rows.
Underlayment: Polyflex G, torch -applied.
H25 Maximum Design Pressure =-67.5 psf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Polyglass G2 Base or Polyglass Base (requires use of torch -applied underlayment)
Fasteners: 12 ga. x 1.25-inch long x 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 G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or torch -applied or Polyflex G, torch -applied.
#26 Maximum Design Pressure =-67.5 psf:
Deck: APA rated, 19/32 CAT, 0.578 in., Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface)
Fasteners: TRUFA5T Versa -Fast Fasteners & Plates with two (2) screws per plate installed 180' into the holes of the plate, parallel to
the width direction of the sheet.
Spacing: 12-inch D.C. at the 4-inch wide side laps and 12-inch o.c. at two (2) equally spaced staggered center rows.
Primer: (Optional) PG100 or ASTM 041 primer applied to stress plates.
Basle Ply: (Optional) Polystick MTS Plus, self -adhered.
Underlayment: Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet (FR), Polyflex SA P, Polyflex SA P FR, Polystick TU Max, Polystick
TU P or Polystick TU Plus, self -adhered.
927 Maximum Design Pressure =-67.5 psf
Deck: APA rated, 19/32 CAT, 0.578 in., Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Sheet: Elastobase (sand top surface)
Fasteners: TRUFAST Versa -Fast Fasteners & Plates with two (2) screws per plate installed 180' into the holes of the plate, parallel to
the width direction of the sheet.
Spacing: 12-inch D.C. at the 4-inch wide side laps and 12-inch D.C. at two (2) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt.
NEMO ETC, LLC. Evaluation Report P12060.02.09-R25
Ceniftate ofAuthoritonon 932455 6"' EDITION (20171 FBC NON-HVHZ EVALUATION FL5259.R29
Polyglass Roof Underlayments; (954) 233-1230 Revision 25: 10/14/2019
Page 9 of 16
ONEMO etc.
#28
APA rated, 19/32 CAT, 0.578 in., Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Sheet: Elastobase or Polyglass Base
ners: TRUFAST Versa -Fast Fasteners & Plates with two (2) screws per plate installed 180° into the holes of the plate, parallel to
the width direction of the sheet.
ng: 12-inch o.c. at the 4-inch wide side laps and 12-inch o.c. at two (2) equally spaced staggered center rows.
rlayment: Polyflex G, torch -applied.
#29
Be
k:
Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base
Sheet:
Polyglass G2 Base or Polyglass Base (requires use of torch -applied underlayment)
Fa
teners:
Dekfast 914 with Dekfast Hex plates, OMG #14 HD with OMG 3" Galvalume Steel Plates, OMG Roofgrip 414 with OMG Flat
Bottom Plates (AccuTrac), Trufast HD with Trufast 3-inch Insulation Plates or Simplex MAXX Cap Fasteners
Spacing:
30-inch D.C. at the 4-inch wide side laps and 10-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 torch -applied or Polyflex G, torch -applied.
#30 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:
Simplex MAXX Cap Fasteners
Spacing:
6-inch o.c. at the 2-inch wide side laps and 6-inch D.C. at two (2) 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.
431 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: OMG #12 Standard Roofgrip or OMG #14 Heavy Duty with OMG 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 G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
#32 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)
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 D.C. at three (3) equally spaced staggered center rows.
Un erlayment: Elastoflex G TU or Elastoflex 56 G, applied in full mopping of hot asphalt.
433 M ximum Desien Pressure=-90 psf:
Declk: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Ba Sheet: Polyglass G2 Base or Polyglass 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: 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 G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or torch -applied or Polyflex G, torch -applied.
#34 Maximum Design Pressure=-90.0 osf:
Deck:
APA rated, 7/16 CAT, 0,418 in., Exposure 1, O5B sheathing to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Sheet:
Elastobase or Mule -Hide Nail Base (poly -film top surface)
Fasteners:
TRUFAST Versa -Fast Fasteners & Plates with two (2) screws per plate installed 180' into the holes of the plate, parallel to
the width -direction of the sheet
Spacing:
9-inch o.c. at the 2-inch wide side laps and 12-inch D.C. at two (2) equally spaced staggered center rows.
Primer:
PG100 or ASTM D41 primer applied to stress plates.
Base Ply:
(Optional) Polystick MTS Plus, self -adhered.
Underlayment:
Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet (FR), Polyflex SA P, Polyflex SA P FR, Polystick TU Max, Polystick
TU P or Polystick TU Plus, self -adhered.
MEMO ETC, I.I.C. Evaluation Report P12060.02.09-1125
CWiflcate of Anrhonmri.n#32455 6"'EDITION (20171 FBC NON-HVHZ EVALUATION FL5259-R29
Polyglass Roof Underlayments; (954) 233-1230 Revision 25: 10/14/2019
Page 10 of 16
NNEMOJetc.
#35 Maximum Desien Pressure = -90.0 osf:
Deck: APA rated, 7/16 CAT, 0.418 in., Exposure 1, OSS sheathing to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Sheet: Elastobase (sand top surface)
Fasteners: TRUFAST Versa -Fast Fasteners & Plates with two (2) screws per plate installed 180' into the holes of the plate, parallel to
the width -direction of the sheet
Spacing: 9-inch o.c. at the 2-inch wide side laps and 12-inch o.c. at two (2) equally spaced staggered center rows.
Underlayment: ElastoBex G TU or Elastofex S6 G, applied in full mopping of hot asphalt.
#36 Maximum Design Pressure = -90.0 psf:
Deck: APA rated, 7/16 CAT, 0.418 in., Exposure 1, 0513 sheathing to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Sheet: Elastobase or Polyglass Base
Fasteners: TRUFAST Versa -Fast Fasteners & Plates with two (2) screws per plate installed 180' into the holes of the plate, parallel to
the width -direction of the sheet
Spacing: 9-inch o.c. at the 2-inch wide side laps and 12-inch o.c. at two (2) equally spaced staggered center rows.
Underlayment: Polyflex G, torch -applied.
#37 Maximum Design Pressure =-97.5 osf:
Deck: Min. 19/32-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 x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps
Spacing: 4-inch o.c. at the 4-inch wide side laps and 4-inch o.c. at four (4) equally spaced staggered center rows.
Base Ply: (Optional) Polystick MTS Plus, self -adhered.
Underlayment: Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet (FR), Polyflex SA P, Polyflex SA P FR, Polystick TU Max, Polystick
TU P or Polystick TU Plus, self -adhered.
#38 Maximum Design Pressure =-97.5 psf:
Deck: APA rated, 19/32 CAT, 0.578 in., Exposure 1, OS8 sheathing to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface)
Fasteners: Simplex MAXX Cap Fasteners
Spacing: 6-inch o.c. at the 4-inch wide side laps and 6-inch o.c. at four (4) equally spaced staggered center rows.
Primer: PG100 or ASTM D41 primer applied to stress plates.
Base Ply: (Optional) Polystick MTS Plus, self -adhered.
UnrjerlaymenC Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet (FR), Polyflex SA P, Polyflex SA P FR, Polystick TU Max, Polystick
TU P or Polystick TU Plus, self -adhered.
#39 Maximum Design Pressure =-97.5 osf:
Deck: APA rated, 19/32 CAT, 0.578 in., Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Sheet: Elastobase (sand top surface)
Fasteners: Simplex MAXX Cap Fasteners
Spacing: 6-inch o.c. at the 4-inch wide side laps and 6-inch o.c. at four (4) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or ElastoBex 56 G, applied in full mopping of hot asphalt.
#40 Maximum Design Pressure =-97.5 osf:
Deck: APA rated, 19/32 CAT, 0.578 in., Exposure 1, OSS sheathing to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Sheet: Elastobase or Polyglass Base
Fasteners: Simplex MAXX Cap Fasteners
Spacing: 6-Inch o.c. at the 4-Inch wide side laps and 6-Inch o.c. at four (4) equally spaced staggered center rows.
Underlayment: Polyflex G, torch -applied.
#41 Maximum Design Pressure =-105 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 three (3) equally spaced staggered center rows.
Underlayment: Elastofex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
NEMO ETC, L C. Evaluation Report P12060.02.09.R25
CenllftWte Of thorization#32455 6r"EDITION (2017)FBC NON-HVHZ EVALUATION FL5259.RZ9
Polyglass Roof Underlayments; (954) 233-1230 Revision 25: 10/14/2019
Page 11 of 16
i
NNEMIDIetc.
#42 Maximum Design Pressure = -105.0 osf:
Deck: APA rated, 7/16 CAT, 0.418 in., Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface)
Fas�eners: TRUFAST Versa -Fast Fasteners & Plates with two (2) screws per plate installed 180" into the holes of the plate, parallel to
the width -direction of the sheet
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.
Primer: PG100 or ASTM D41 primer applied to stress plates.
Base Ply: (Optional) Polystick MTS Plus, self -adhered.
Underlayment: Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet (FR), Polyflex SA P, Polyflex SA P FR, Polystick TU Max, Polystick
TU P or Polystick TU Plus, self -adhered.
H43 Maximum Design Pressure=-105.0 osf:
Deck: APA rated, 7/16 CAT, 0.418 in., Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Sheet: Elastobase (sand top surface)
Fasteners: TRUFAST Versa -Fast Fasteners & Plates with two (2) screws per plate installed 180' into the holes of the plate, parallel to
the width -direction of the sheet
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 G TU or Elastoflex S6 G, applied in full mopping of hot asphalt.
U44 Maximum Design Pressure = -105.0 Ds :
Deck: APA rated, 7/16 CAT, 0.418 in., Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Sheet: Elastobase or Polyglass Base
Fasteners: TRUFAST Versa -Fast Fasteners & Plates with two (2) screws per plate installed 180` into the holes of the plate, parallel to
the width -direction of the sheet
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: Polyflex G, torch -applied.
H45 Maximum Design Pressure=-112.5 Dsf:
Deck: Min. 19/32-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 x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps
Spacing: 6-inch o.c. at the 4-inch wide side laps and 6-inch o.c. at four (4) equally spaced staggered center rows.
Primer: PG100 or ASTM D41 primer at all tin -caps
Base Ply: Polystick MTS Plus, self -adhered
Underlayment: Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet (FR), Polyflex SA P, Polyflex SA P FR, Polystick TU Max, Polystick
TU P or Polystick TU Plus, self -adhered.
#46 Maximum Design Pressure =-120 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: OMG #12 Standard Roofgrip or OMG #14 Heavy Duty with OMG 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 five (5) 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.
U47 Maximum Desien Pressure-120osf
Deck: Min. 15/32-Inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase (sanded top surface)
Fast' ners: Trufast #12 DP or Trufast #14 HO with Trufast 3" Metal Insulation Plates
Spacing: 6-inch o.c. at the 4-inch wide side laps and 6-inch o.c. at five (5) equally spaced staggered center rows.
Und rlayment: Elastoflex G TU or Elastoflex 56 G, applied in full mopping of hot asphalt.
NEMO ETC, LLC. Evaluation Report P32060.02.09-1125
Cetnfimre o)Avrhonmrion 432455 6" EDITION 12017) F8C NON-HVHZ EVALUATION FL5259-RZ9
Polyglass Roof Underlayments; (954) 233-1230 Revision 25: 10/14/2019
Page 12 of 16
ONEM01letc.
#48 MI ximum Desi n Pressure=-127.5 sf:
D ck: APA rated, 19/32 CAT, 0.578 in., Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface)
Fasteners: TRUFAST Versa -Fast Fasteners & Plates with one (1) screw per plate, in the center hole.
Spacing: 9-inch D.C. at the 4-inch wide side laps and 9-Inch D.C. at four (4) equally spaced staggered center rows.
Primer: PG100 or ASTM D41 primer applied to stress plates.
Base Ply: (Optional) Polystick MTS Plus, self -adhered.
Underlayment: Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet (FRI, Polyflex SA P, Polyflex SA P FR, Polystick TU Max, Polystick
TU P or Polystick TU Plus, self -adhered.
1149 Maximum Design Pressure = -127.5 osf:
Deck: APA rated, 19/32 CAT, 0.578 in., Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Sheet: Elastobase (sand top surface)
Fasteners: TRUFAST Versa -Fast Fasteners & Plates with one (1) screw per plate, in the center hole.
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 G TU or Elastoflex S6 G, applied in full mopping of hot asphalt.
1150 Maximum Design Pressure=-127.5 osf:
Deck: APA rated, 19/32 CAT, 0.578 in., Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Sheet: Elastobase or Polyglass Base
Fasteners: TRUFAST Versa -Fast Fasteners & Plates with one (1) screw per plate, in the center hole.
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: Polyflex G, torch -applied.
5.6.1.1 All other direct -deck, adhered Polyglass underlayment systems beneath foam -on tile systems carry a Maximum Design
Pressure of -45 psf.
5.6.1.2 For mechanically attached Base Sheet, the maximum design pressure for the selected assembly shall meet or exceed that
required under FRSA/TRI April 2012 (04-12), Appendix A, Table IA.
Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure
determined in accordance with FEC 1609. In this case, Zones 2 and 3 shall employ an attachment density designed by a
qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD3, FM Loss
Prevention Data Sheet 1-29 and Roofing Application Standard RAS 117. Assemblies marked with an asterisk` carry the
limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements.
5.7 Exposure Limitations:
TABLE 3: ExPOSURE LIMITATIONS
Underlayment
Maximum Exposure (days)
Elastoflex G TU, HydraGuard Dual Pro, HydraGuard Tile Pro, Polystick MTS Plus, Polystick TU
180
Max, Polystick TU P or Polystick TU Plus
Polystick IR-Xe or Polystick MU-X
90
Elastobase, Elastobase P, Polyglass G2 Base or Polyglass Base
30
180
(for adhesive -set tile)
Elastoflex S6 G, Elastoflex S6 G FR, Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet
UNLIMITED
(FR), Polyflex G, Polyflex G FR, Polyflex SA P or Polyflex SA P FR
(for mechanically fastened roof
prepared roof covers)
5.8 Polystick MU-X has been found through comparative testing to have a lesser coefficient of friction than ASTM D226 roofing
felt in a dry condition, tested at standard laboratory conditions. Agreement between purchaser and seller, as set forth in
Section 4.3, Note 1 of ASTM D1970-15, should be established as to slip resistance.
NEW ETC, U.C. Evaluation Report P12060.02.09-R25
Certijlrare c1Aurhorirorioo M32455 6" EDITION (2017) F8C NON-HVHZ EVALUATION FLs2S9-R29
Polyglass Roof Underlayments; (954) 233-2230 Revision 2S: 10/14/2019
Page 13 of 16
ON EMO etc.
5.9 Tile Slippage Limitations (FRSA/TRI April 2012 (04-121):
When loading roof tiles on the underlayment in direct -deck tile assemblies, the maximum roof slope shall be as follows. These
slope limitations can only be exceeded by using battens during loading of the roof tiles.
TABLE 2: TILE SLIPPAGE LIMITATIONS FOR DIRER -DECK TILE INSTALLATIONS
Underlayment
Tile Profile
Staging Method
Maximum Slope
Elastoflex G TU
Flat
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
HydraGuard Tile Pro
Flat or Lugged
6-tile stack (4 over 2)
7:12
Polyflex G or G FR
Flat or Lugged
6-tile stack (4 over 2)
4:12
Polyflex SA P or SA P FR
Flat or Lugged
6-tile stack (4 over 2)
4:12
Polystick MTS Plus
Flat
6-tile stack (4 over 2)
5:12
Lugged
6-tile stack (4 over 2)
4:12
Polystick TU Max
Polystick TU P
Flat
6-tile stack (4 over 2) or 10-tile stack
7:12
Lugged
6-tile stack (4 over 2)
7:12
Lugged
10-tile stack
6:12
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
Polyglass Roof Underlayments shall be installed in accordance with Polyglass published installation requirements subject to
Limitations set forth in Section 5 herein and the specifics noted below.
6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust
and debris prior to application, and prime the substrate (if applicable).
6.3 Elastobase, Elastobase P or Mule -Hide Nail Base:
6.3.1 Non -Tile Applications:
Shall be installed in compliance with the codified requirements for ASTM 0226, Type If underlayment in FBC Table 1507.1.1 for
the type of prepared roof covering to be installed and Polyglass published requirements.
Elastobase, Elastobase P or Mule -Hide Nail Base may 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 Polyflex G FR, torch applied. Roof cover limitations are those are those associated with the top -layer
underlayment, as set forth in Table 1.
6.3.2 Tile Applications:
Elastobase, Elastobase P or Mule -Hide Nail Base are 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 5.6.1 herein, coupled with FRSA/TRI April
2012 (04-12) Installation Manual.
NEMO ETC, LLC. Evaluation Report P12060.02.09-1125
Cedi/kate o/Authonration #32455 6" EDITION (20171 FBC NON-HVHZ EVALUATION FL5259-R29
Polyglass Roof Underlayments; (954) 233-1230 Revision 25: 10/14/2019
Page 14 of 16
6.4
6.4.1
6.4.2
6.4.3
6.4.4
ONEMO I etc.
HydraGuard Dual Pro, HydraGuard Tile Pro, Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet (FR), Polyflex SA P,
Pol , lex SAP FR, Polystick IR-Xe, Polystick MTS Plus, Polystick MU-X, Polystick TU Max, Polystick TU P or Polystick TU Plus:
All sal-lap seams (selvage laps) must be firmly rolled with a in
accordance with Polyglass requirements to ensure full contact
and adhesion. For HydraGuard Dual Pro and HydraGuard Tile
Pro, align the edge of the top sheet to the end of the glue
pattern (the sheet will overlap the fabric).
F
t
View of Ovelap Seam of HydraGuard Dual Pro and HydraGuard Tile Pro
Non -Tile Applications:
Shall be installed in compliance with the codified requirements for ASTM D1970 (except Polystick TU P) underlayment in FBC
Table 1507.1.1 for the type of prepared roof covering to be installed and Polyglass published requirements.
Tile Applications lexcludes HydraGuard Dual Pro, Polystick IR-Xe and Polystick MU-X)•
Shall be installed in compliance with the requirements for Self -Adhered Membrane set forth in FRSA/TRI April 2012 (04-12) and
Polyglass published requirements.
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 2012 (04-12), Table 1.
For adhesive -set tile applications, refer to Section 5.6.1 herein.
Multi -Ply Underlavment systems-
Ck MTS Plus followed by HydraGuard Tile Pro, Polyflex SA P, Polystick MTS Plus, Polystick MU-X, Polystick TU Max,
ck TU P or Polystick TU Plus is allowable for use under mechanically attached prepared roof systems. Limits of use are
associated with the top -layer material. This is not a requirement, but is allowable if a 2-ply underlayment system is
Polystick MTS Plus followed by HydraGuard Tile Pro, Polyflex SA P, Polystick TU Max, Polystick TU P or Polystick TU Plus is
allo able for use under adhesive -set tile 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.
6.5 Elastbflex G TU, Elastoflex 56 G or Elastoflex S6 G FR:
6.5.1 Elast flex G TU, Elastoflex S6 G or Eiastoflex S6 G FR shall be installed in compliance with current Polyglass published insta Flation
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 (04-12) beneath mechanically fastened tile roof systems or the Hot Asphalt applied "Cap Sheet"
in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or adhered tile roof systems.
✓ Elastoflex 56 G 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 tile roof systems or the Hot Asphalt 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 "Mineral Surface Roll Roofing" (ASTM D6380, Class M) in the "Single Ply
System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems or the Hot Asphalt applied "Cap
Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems.
NENIO ETC, LL Evaluation Report P32060.02.09-R25
Ceniicate o/Autonrorion N32455 6"'EDITION (2017)FRC NON-HVHZ EVALUATION FL5259-R29
Polyglass Roof Underlayrnents; f9541 Z33-1230 Revision 25: 10/14/2019
Page 15 of 16
NNEMOjetc.
6.5.2 For hot -asphalt -applications, Elastoflex G TU, ElastoflexS6 G or Elastoflex S6 G FR shall be fully asphalt -applied to the substrates
noted in Table 2. 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 1 Polyflex 6 or Polyflex G FR:
6.6.1 POI) flex G or Polyflex G FR shall be installed in compliance with current Polyglass published installation requirements. For use
in ti a applications:
✓I olyflex G is for use as an alternate to the Heat Applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-
2) beneath mechanically fastened or adhered tile roof systems (Refer to Table 2 for base sheet options).
✓ . olyflex G FR 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 tile roof systems (Refer to Table 2 for base sheet options).
6.6.2 Polyflex G or Polyflex G FR shall be fully torch -applied to the substrates noted in Table 2. 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 heat -welded and
inspected to ensure minimum 3/8-inch flow of modified compound beyond the lap edge.
6.7 Tile Staging:
6.7.1 Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. Refer to Table 2
herein, and Polyglass published requirements for the staging.
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 7:22. Precautions should be taken as needed, such as the use of battens or nail -boards, to prevent tile
sliding and/or damage to the underlayment during the loading process.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product.
S. MA UFACTURING PLANTS:
Contact the noted CIA agency for information on product locations covered for F.A.C. 61G20-3 CIA requirements. Refer to
Secti ion 4 herein for product & production locations having met codified physical properties specifications.
9. QUALITY AssuRANCE ENTRY:
UL, LLC— QUA9625; (314) 578-3406, k.chancellor@us.ul.com
- END OF EVALUATION REPORT -
NENIO ETC, I.I.C. Evaluation Report P12060.02.09-R25
Cenifimte of Autharizo6on 432455 6" EDITION 120171 FEIC NON-HVHZ EVALUATION FL52s9.R29
Polyglass Roof Underlayments; 1954) 233-1230 Revision 25: 10/14/2019
Page 16 of 16
6/18/2020
Florida Building Code Online
env
>. r
acts Home Log In User Registration Hot Topics
r .7 Product Approval
I (I USER: Public User
tYlUw�'
��oI Ilf.
{a( 1
11--
Submit Surcharge Stars & Facts Publications Cantad Us ICES Site Map
Links Search
R/OVzl Menu > Product or Appllc]tmn Sear< > Nq Ikahon List > Application Detail
FL z
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who developed the
Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
FL5374-RS
Affirmation
2017
Approved
East Coast Metals, Inc.
2301 West 8 Lane
Hialeah, FL 33010
(305)885-9991
acastellanos@eastcoast-metals.com
Tom Castellanos
acastellanos@eastcoast-metals.com
Tom Castellanos
2301 West 8 Lane
Hialeah, FL 33010
(305) 885-9991
tcastellanos@eastcoast-metals.com
Howard Callender Jr.
2301 West 8 Lane
Hialeah, FL 33010
(305) 885.9991
hcallender@eastcoast-metals.com
Roofing
Roofing Accessories that are an Integral Part of the Roofing System
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Robert Nleminen
PE-59166
Architectural Testing, Inc., an Intertek Company
12/31/2020
John W. Knezevich, PE
Validation Checklist - Hardcopy Received
• r r • t -L .
Standard
Year
FRSAITRI April 2012 (04-12)
2012
RAS 118
1995
RAS 119
1995
RAS 120
1995
SBCCI SSTD 11
1997
TAS 101
1995
112
6/18/2020 Florida Building Code Online
Equivalence of Product Standards
Certified By
Sections from the Code
I affirm that there are no changes In the new Florida Building
Code which affect my product(s) and my product(s) are In
compliance with the new Florida Building Code.
Documentation from approved Evaluation or Validation Entity Yes No N/A
FL5374 RS COC 2017 09 AFFIRMATION ECM FL5374 6th Edition
fMU)j&
Product Approval Method Method 1 Option D
Date Submitted 09/06/2017
Date Validated 09/06/2017
Date Pending FBC Approval
Date Approved 09/10/2017
Srrmmnrw rsf Ornriter a
FL #
Model, Number or Name
Description
S374.1
East Coast Metals Channel Metals
Preformed metal channels designed for use as a hip & ridge
base to which roof tiles are bonded.
Limits of Use
Installation Instructions
Approved for use In HVHZ: Yes
ELS374 RS II 201S 03 FINAL ER ECM Trim Lock FLS374-
R4.g_df
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified By: Robert Nieminen PE-59166
Design Pressure: +N/A/-178
Created by Independent Third Party: Yes
Other: 1.) Refer to Evaluation Report Sections S.2 and 5.3 for
Evaluation Reports
Limits of Use in HVHZ and non-HVHZ jurisdictions, respectively.
FL5374 RS AE 201S 03 FINAL ER ECM Trim Lock FL5374-
R4.ndf
2.) The design pressure herein pertains to use In non-HVHZ
jurisdictions In conjunction with Table 1A of FRSA/TRI April
Created by Independent Third Party: Yes
2012 (04-12). Refer to Tables 2A and 2B In the Evaluation
Report for all options and associated allowable design
pressures.
Contact Us :: 2601 RIAIL29fte Read, Tallahassee FL 32399 Phone: 8SO-487-1824
The State of Florida Is an AHJEEO employer. COMWo t 2007-2013 State of Fla!X :: PrSvaev Statement :: ecoessibinIX statement :: Round Statement
Under Rorlda law, email addresses are public records. If you do not want your e-mail address released In response to a pubtIc-records requctt. do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 8S0.487.139S. *Pursuant to Section 455.27S(1),
Rorlda Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department with an email address If they have one. The email:
provided may be used for official communication with the licensee. However email addresses 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 fto see under chapter 455. F.S., please click h=.
Product Approval Accepts:
®100-1®ER®
Credit Card
Safe
e6Y8w7vka/o3d 2/2
TRINITY'ERD
EXTEiuoR REsmRCH & DEstGN, LLC.
FL CERVICATE OF AUTHORIZATCON #9503
East Coast Metals, Inc.
East Coat Metals Channel Metals
6"' Edition (2017) Fl3C HVHZ
Affirmation of FL5374-114
To Whom It May Concern:
This letter serves to document that we have reviewed Florida Product Approval File No. FL5374-114,
and the Evaluation Report which forms the basis thereof, with respect to the 6' Edition (2017) Florida
Building Code, High Velocity Hurricane Zone sections set forth in Section 2 of our Evaluation Report.
There are no changes to the Code that affect the Evaluation Report, and we have authorized the
app icant, East Coast Metals, Inc., to document compliance with the 6`� Edition (2017) Florida Building
Cot le, HVHZ through the Affirmation Process.
contact our Connecticut office with any questions.
submitted,
Robert Nieminen, P.E.
Vice President
Reg. No. S9166
CERTI CATION OF INDEPENDENCE.-
1. trinityI ERD does not have, nor does It Intend to acquire or will It acquire, a financial Interest in any company manufacturing or
Istributing products It evaluates.
2. Inity l ER0 is not owned, operated or controlled by any company manufacturing or distributing products it evaluates.
3. Rlobert Nieminen, P.E. does not have norwiil acquire, a financial interest In any company manufacturing or distributing products for
whlch 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
S. is is a building code evaluation. NeitherTrinityl ERD nor Robert Nleminen, P.E. are, in anyway, the Designer of Record for any
p ojectonwhichthisEvaluationReport,orpreviousversionsthereof,is/wasusedforpermittingordesignguidanceunlessretained
Specifically for that purpose.
BUILDING SCIENCE RESEARCH I DESIGN I CONSULTATION
MAIN OFFICE: 80 YESLER WAY. SMITE 200 1 SEATTLE, WA 98104 1 TEL: 206 467 0054 1 FAX:206 267 0267
CON IECTICUT: 353 CHRISTIAN STREET, UNIT 13 1 OXFORD. CT 06478 1 TEL: 203 262 964S I FAX: 203 262 9243
LABORATORY: 10 MAUNEY COURT I COLUMBIA. SC 29201 1 TEL: 803 989 0133 1 FAX: 803 988 8111
EXTERIOR RESEARCH & DESIGN, LLC.
Cerd lcate ojAuthorlratlon 119503
' TRINITY:
353 CHRISTIAN STREET, UNIT #13
ERD OXFORD, Cr 06478
PHONE: (203) 262-9245
FAX: (203) 262-9243
)ATION REPORT
Coast Metals, Inc. - - - - - -- — - - - — - ---- ---.---.-
Evaluation Report E30240.08.08-R4
Hialeah, FL 33010 Date of Issuance: 09/03/2008
Revision 4: 03/17/2015
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for
use 6f the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described
herein have been evaluated for compliance with the P Edition (2014) Florida Building Code sections noted herein.
: East Coast Metals Channel Metals
ne: Labeling shall be In accordance with the requirements the Accredited Quality Assurance Agency noted herein.
WED CoMPuANGE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced
.y Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this
ition Report by the named client constitutes agreement to notify Robert Nieminen, P.E. If the product changes or the
,nced Quality Assurance documentation changes. TrinitylERD requires a complete review of this Evaluation Report
►e to updated Code requirements with each Code Cycle.
71SEMENT: The Evaluation Report number preceded by the words `rTrinityl ERD Evaluated" may be displayed in
rising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety.
naN: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its
,utors 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 7.
Prepared by:
TIM
L �.4.�a� GS 8�s•.. ,y •'�
RobertJ.M. Nieminen, P.E. -�at;A•,a,:.=bsaslsppoart�was suiMretod6yRohcrtl�ti¢rrefreq,
�i,� �i'•. C�i.•s• �. �• P.E. on 03A?/2013. 7b4 does not $save as an otect►a dcaW started
=103�=Ghl
a59166, Florida DCA ANEJ983 i ;., 3/pNat,E���4 downsent. skned, seated hardeoplas have boon tnnsmttted to the
Product Approval Adrntnlstrstor and to the named c0ant
of IHOBPENOENCE:
1. =ERD does not have, nor does It intend to acquire or will it acquire, a financial interest in any company manufacturing or
ting products it evaluates.
2. Trinity ERD Is not owned, operated or controlled by any company manufacturing or distributing products it evaluates.
3. f obert Nieminen, P.E. does not have nor will acquire„ a financial Interest in any company manufacturing or distributing products for
hlch the evaluation reports are being issued.
4, obert Nieminen, P.E. does not have, nor will acquire, a financial Interest In any other entity involved In the approval process of the
roduct.
S. is Is a building code evaluation. Neither TrinityjERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
siect on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained
7roeclticaily for that purpose.
i
RooFiNG COMPONENT EVALUATION:
1. SCOPE:
2§
3.
4.
P d ct Cat fi
�TRINITY ERD
re u egcry. Roo ng
Sub -Category: Roofing Accessories that are an Integral Part of the Roofing System
Compliance Statement: East Coast Metals Channel Metals, as produced by East Coast Metals, have demonstrated compliance
with the following sections of the Florida Building Code through testing in accordance with the following Standards. Compliance
is subject to the Installation Requirements and Limitations /Conditions of Use set forth herein.
STANDARDS:
Section
Property
Standard
Year
1507.3.7
Installation, non-HVHZ
FRSA/TRI April 2012 (04-12)
2012
1S18.8.1
Installation, HVHZ
RAS 118,219 & 120
199S
iS23.6S.2.2
Static Uplift Resistance
TAS 101
1995
1711.2.2
Static Uplift Resistance
SBCCI SSFD 11
1997
REFERENCES:
Entity
Examination
Reference
Date
ERD (TST6049)
Static Uplift Resistance
E42730.08.13
08/23/2013
ERD (TST6049)
Static Uplift Resistance
ECM-SC679S.12.14-1
02/27/202S
ERD (TST6049)
Static Uplift Resistance
ECM-SC679S.12.14-2
02/27/201S
Florida TEC (TST7393)
TAS 101
S10.628R
10/27/2010
PRI (TSTS878)
TAS 101
ECM-001-02-01
09/21/2002
PRI (TSTS878)
TAS 101
ECM-003.02.01
06/13/2008
PRI (TSTS878)
TAS 101
ECM-004.02.01
06/13/2009
PRI (TSTS878)
TAS 101
ECM-00S-02.01
06/13/2009
PRI (TSTS878)
TAS 101
ECM-006.02-01
06/13/2008
PRI (TSTS878)
TAS 101
ECM-007-02-01
06/13/2008
PRI (TSTS878)
TAS 101
ECM-008-02-01
06/13/2008
Florida Building Code
Attachment Requirements
FRSA/TRI April 2022 (04-12)
04/2012
Florida Building Code - HVHZ
Attachment Requirements
RAS 118,119 and 120
1995
East Coast Metals
Metal Quality
Mlil Certifications
Various
Architectural Testing (QUA1844)
Quality Control
Participation Letter
Exp.12/31/2018
PRODUCT DESCRIPTION:
4.1 Hip & Ridge Channel Metal: Pre -formed metal channel
designed for use as a hip and ridge base to which roof tiles
are bonded In FBC Approved roof the adhesive.
Hip & Ridge Channel Metal is available In 119-3/8-inch �+
3/8-Inch) length by 2.5, 3, 3.S, 4, 5, 6 or 7-inch L 3/8-inch)
heights with 1.5-inch L 1/16-inch) deck -flanges.
i
Exterior Research and Design, LLC.
to ojAuthorhadon 09503
f
Evaluation Report E10240.08.08-R4
FL5374-R4
Revision 4: 03/17/201S
Page 2 of 7
TRINI-ry - ERD
4.2 Trim Lode Channel Metal: Pre -formed metal channel
designed for use as a hip and ridge base to which roof tiles
are bonded in FBC Approved roof tile adhesive. Trim Lock
Channel Metal is characterized by Its profiled and
perforated upper horizontal flange designed to receive
and allow for interlock with the overlying the adhesive.
Trim Lock Chanel Metal Is available in 119-3/8-inch tt
3/8") length by 3, 3.5, 4, 5 or 6-inch L+ 3/8-Inch) heights
with 1.5-Inch (± 1/164nch) deck -flanges.
4.2 Trim Lode Plus Channel Metal: Pre -formed metal channel
designed for use as a hip and ridge base to which roof tiles
are bonded in FBC Approved roof tile adhesive. Trim Lock
Plus Channel Metal is characterized by its profiled and
perforated upper horizontal flange designed to receive
and allow for interlock with the overlying file adhesive
and its perforated deck flanges, designed for installation
atop the roof underlayment via placement In FBC
Approved roof tile adhesive, which flows -through and
Interlocks with the underlying adhesive.
Trim Lode Plus Channel Metal is available in 319-3/8-inch
L 3/8") length by 3, 3.S, 4, 5 or 64nch L+ 3/8-inch) heights
with 1.5-Inch L 1/164nch) deck -flanges.
4.4 East Coast Metals Channel Metals are fabricated of the following metals:
D Galvanized Steel: Min. 0.019 ± 0.0024nch, ASTM A653 (G-90), min. 33 KSI.
> Galvalume Steel: Min. 0.019 ± 0.0024nch, ASTM A792, AZSS, min. 3S KSI.
D Aluminum: Min. 0.032 ± 0.002-Inch, ASTM 8209, 3003-H14, min. 21 KSI.
D Stainless Steel: Min. 0.019 ± 0.002-inch, ASTM A240/A480, T304, min. 35 KSI.
S. LIMITATIONS:
5.1 This is a building code evaluation. Neither TrinityJERO 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.
Research and Design, LLC.
of Au&ad wVcw 09SO3
Evaluation Report E10240.08.08-R4
F'LS374-R4
Revision 4: 03117/201S
Page 3 of 7
TRINITY11RD
S.2 FOR HVHZ 1URISDIOONS:
5.2.1 For Hip & Ridge Channel Metal or Trim Lock Channel Metal, refer to FBC RAS 118, Drawing 13, Detail 3; RAS 119,
Drawing 22, Detail 3; or RAS 120, Drawing 15, Detail 3. For Trim Lock Plus Channel Metal, refer to the installation
Instructions herein.
5.2.2 For HVHZ jurisdictions, installations of Hip & Ridge Channel Metal and Trim Lock are prescriptive by RAS 118, 119 and
Installations of Trim Lock Plus are limited to projects having a required moment resistance (M j or uplift resistance (F,),
as determined In accordance with RAS 127, not greater than the following values.
Refer to the tie adhesive manufacturers published installation Instructions for adhesive paddy placement details.
D "INDEPENDENT" paddy placement means each individual the Is bonded to the Channel Metal In Its own, single
foam paddy; the head laps are not bonded. This method is limited to 2-part the adhesives. Allowable
performance data below for "INDEPENDENT' paddy placement already has a 2 to 1 margin of safety applied to
ultimate performance.
>r "INTERDEPENDENT" paddy placement means each Individual the is bonded to the Channel Metal in a foam paddy,
and a second foam paddy bonds the file head lap, or two tiles are bonded to the Channel Metal using a single
foam paddy. Allowable performance data below for "INTERDEPENDENT" paddy placement already has a 4 to 1
margin of safety applied to ultimate performance.
TABLE MA. PERFORMANCE LwffATioNs - HVHZ, INDEPENDENT PADDY PLACEMENT
(2 TO 2 MARGW 0FSARWALREADYAPP11W)
Hip/Rid a Metal
Tile
Adhesive
Allowable Performance
Design
Metal Type
Type
Placement
Moment Based
Uplift Based
Mr ft-lb
F' lbf}
Hip
Channel
Ridge
Metal
galvanized
day or
concrete
3M'" 2-Component Foam
Roof Tile Adhesive AH-160
independent
127
169
Trim
galvanized, Galvalume°,
day or
3MI" 2-Component Foam
Independent
171
159
aluminum or stainlesssteel
concrete
Roof Tile Adhesive AH-160
Trim I
ock Plus
galvanized, Galvalume°,
day or
3M0" 2-Component Foam
Independent
177
165
aluminum or stainless steel
concrete
Roof Tile Adhesive AH-160
TABLE 1B: PERFORMANCE limiTATIONS - HVHZ, INTERDEPENDENT PADDY PLACEMEw
(4T02 MARGlNOFSAF17YAtRE4DVAPPUED)
Hip/Ridge
Metal
Tile
Adhesive
Allowable Performance
Design
Metal Type
Type
Placement
Moment Based
Uplift Based
Mr (R•Ibf}
F' (!bf)
Trim Lock
or Trim
galvanized, Galvalume°,
day or
3M"' 2-Component Foam
Lode Plus
aluminum or stainless steel
concrete
Roof Tile Adhesive AN-160
Interdependent
9S
88
galvanized, Gaivralume°,
day or
3M"' Roof Tile Adhesive
Trim Lock
stalnlesssteel
concrete
RTA-1
Interdependent
99
94
Trim Lock
aluminum
day or
3M'" Foam Roof Tile
Interdependent
90
84
concrete
Adhesive RTA-1
Trim L
Dck Plus
galvanized, Gaivalume°,
clay or
3M" Foam Roof Tile
Interdependent
So
84
aluminum or stainless steel
concrete
Adhesive RTA-1
Trim Lock
galvanized, Gaivalume° or
day or
TILE BOND' Roof Tile
Interdependent
123
117
stainiesssteel
concrete
Adhesive
Trim
aluminum
dayor
TILE BONO"'Roof Tle
Interdependent
79
73
concrete
Adhesive
Trim Lock Plus
galvanized, Ga€valume•,
day or
TILE BOND"' Roof Tile
1
aluminum or stainless steel
concrete
Adhesive
interdependent
79
73
galvanized, Galvalume° or
day or
Touch'n Seal StormBond
Trim Lock
stainless steel
concrete
Roof Tile Adhesive
Interdependent
146
139
Trim Lode
Aluminum
day or
Touch'n Seal StormBond
Interdependent
S8
S4
concrete
Roof Tile Adhesive
Trim
I Plus
galvanized, Gaivalume°,
day or
Touch'n Seal Storm8ond
Interdependent
S8
S4
aluminum or stainless steel
concrete
Roof Tile Adhesive
Exterior Research and Design, U.C.
jicate of Aadiorkadon ASS03
Evaluation Report E10240.08.08-R4
FLS374-R4
Revision 4: 03/17/2015
Page 4 of 7
j
TRINITYERD
5.3 FOR NON-HVHZ JURISDICTIONS:
5.3.1 For Hip & Ridge Channel Metal or Trim Lock Channel Metal, refer to FRSA/TRI April 2022 (04-12). For Trim Lock Plus
Channel Metal, refer to the Installation instructions herein
S.3.2 For non-HVHZ, Installations are limited to projects having hip and ridge design pressure requirements, determined In
accordance with Table 1A of FRSA/TRI April 2012 (04-12), not greater than the following values. Refer to the the
foam paddy; the head laps are not bonded. This method Is limited to 2-part the adhesives. This method Is limited
to 2-part the adhesives. Allowable performance data below for "INDEPENDENT" paddy placement already has a 2
to 1 margin of safety applied to ultimate performance.
"INTERDEPENDENT" paddy placement means each individual the is bonded to the Channel Metal in a foam paddy,
and a second foam paddy bonds the tale head lap, or two tiles are bonded to the Channel Metal using a single
foam paddy. Allowable performance data below for "INTERDEPENDENT" paddy placement already has a 4 to 1
margin of safety applied to ultimate performance.
TABLE 2A: PERFORMANCE I.IMITATIoNs NON-HVH41NDEPENo£NT PADDY PLACEMENT
12TOI MILROWOF14FfTYALREADYAPPLIED)
Hip/Ridge Metal
Tile
Adhesive
Allowable Uplift
fps"
Design
Metal Type
Type
Placement
Hip A
Chan
Ridge
el Metal
galvanized
day cr
concrete
3M'" 2-Component Foam Roof
Tile Adhesive AH-160
Independent
169
Trim
k
galvanized, Galvalume•, aluminum or
day or
3M12-Component Foam Roof
stainless steel
concrete
Tile Adhesve AH-160
Independent
273
Trim
lock Plus
galvanized, Galvalume•, aluminum or
clay or
3M"' 2-Component Foam Roof
stainless steel
concrete
Tile Adhesive AH•160
Independent
178
TABLE 213: PERFORMAKE IUMITATLONS--NON-HVHZ, INnttoE ENDENT PADDY PLACEMENT
(4701NtILRWA►OFSAPEM LREi7QY,LMUM)
H!p/Ridge Metal
Tile
Adhesive
Allowable Uplift
Spsf)
besign
Metal Type
Type
Placement
Trim Lbck
or Trim
galvanized, Galvalume•, aluminum or
day or
3W 2-Component Foam Roof
Interdependent
Lack Pus
stainless steel
concrete
Tile Adhesive AH-160
98
Trim Lock
galvanized, Galvalume• or stainless
day or
3M" Foam Roof Tile Adhesive
steel
concrete
RTA-1
Interdependent
110
Trim L
pck
aluminum
clay or
3M"' Foam Roof Tile Adhesive
Interdependent
93
II
concrete
RTA i
Trim Lock
Plus
galvanized, Galvalume•, aluminum or
clay or
3M"' Foam Roof Tile Adhesive
stainless steel
concrete
RTA-1
Interdependent
93
Trim L
I1
ck
galvanized, Galvalume° or stainless
day or
TILE BOND' Roof Ttie Adhesive
Interdependent
152
steel
concrete
Trim Lock
aluminum
n or
to
TILE BOND"' Roof Tile Adhesive
Interdependent
82
Trim Lock
Plus
galvanized, Gafvalume°, aluminum or
clay or
TILE BOND" Roof Tile Adhesive
Interdependent
82
stainless steel
concrete
Trim Lack
galvanized, Galvalume° or stainless
clayar
Touch'n Seal StormBond Roof
Interdependent
I
steel
concrete
Tile Adhesive
148
Trim L.odc
Aluminum
clay or
Touch'n Seal StormBond Roof
Interdependent
61
concrete
Tile Adhesive
Trim L
Plus
galvanized, Galvalume°, aluminum or
day or
Touch %Seal StormSond Roof
Interdependent
61
stainless steel
concrete
Tile Adhesive
Research and Design, LLC. Evaluation Report E10240.08.08-R4
°%Autho&adcn M03 FLS374-R4
Revision 4: 03/17/2015
Page 5 of 7
6.
TRINITY: ERD
INSTALLATION:
6.1 The roof deck shall be minimum 15/32-inch plywood (non-HVHZ) or minimum 19/32-inch plywood (HVHZ) attached in
accordance with FBC Chapter 23 to the satisfaction of the AHJ.
6.2 Hip & Ridge Channel Metal and Trim Lock Channel Metal shall be installed using min.11 ga. x 19-inch long x 3/8-Inch
head diameter galvanized annular ring shank nails spaced 6-inch o.c. along both deck -Ranges. Fasteners shall be
positioned %-Inch from the outside edge of each deck -flange, set in a bed plastic roof cement. For FBC HVHZ, refer to
FBC RAS 118, Drawing 13, Detail 3; RAS 119, Drawing 12, Detail 3; or RAS 120, Drawing 15, Detail 3.
6.3 Trim Lode Plus Channel Metal shall be installed atop the Approved roof undedayment In continuous 24nch wide ribbons
of the adhesive centered beneath each 1.54nch wide deck flange. Place the Trim Lock Plus Channel Metal into the wet
adhesive and allow it to set-up prior to installation of roof tiles.
r
:. .................
��:: s::::....::: •.....................
%\\\\
1
View of Polyset AH160 Placement for Trim Lodc Plus Channel Metal installation
6.3.1 It is critical that the bond between the Trim Lock Pius Channel Metal, the the adhesive and the underlayment is not
disturbed prior to or during placement of the ridge tiles.
6.3.2 Approved underlayments are the codified '30/90' system or other FBC Approved roof underlayments listing approved
use of the subject the adhesive.
Research and Design, I.I.C. Evaluation Report E10240.08.08-R4
of Autharkation 09503 FL5374.R4
Revision 4: 03/17/201S
Page 6 of 7
7.
8.
F]
TRINITY,ERD
6.4 Tile shall be Installed atop the Channel Metal in accordance with the tale adhesive manufacturer's Approved, published
Installation instructions, subject to the limitations outlined in Section S herein. The exposed edges shall be packed and
pointed with Approved mortar or weather blocking adhesive in accordance with FRSA/TRI April 2012 (04-12) or RAS
118, RAS 119, RAS 120 requirements.
Hip /Ridge Tile
Tile Adhesive
Trim Lock Plus
Mortar or Weather Block
Adhesive
Tile Adhesive
View of Trim Lock Pius Channel Metal installation after Weather Blocked
6.4.1 Channel Metal shall be free of dust, debris, oils or other bond -breaking substance prior to placement of adhesive.
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 named QA entity for manufacturing facilities covered by F.A.C. Rule 61G20-3 QA requirements.
QUALITY ASSURANCE ENTITY:
Architectural Testing, Inc.—QUA1844; (717) 764-7700
Research and Design, I.I.C.
s ojAuthwkodon M03
- END OF EVALUATION REPORT -
Evaluation Report E10240.08.08-R4
FL5374-R4
Revision 4: 03/17/201S
Page 7 of 7
6/18/2020 1Florida Building Code Online
acts Homo IN In User Registration Hot Topics submit Surchasga Stats Is Fads Publications Contact Us SCIS Site Map Links SeaoA
Y . ,1i61 Product Approval
dbpr
USER: Public User
P,oautt Aasroval Mend > Proautt or AQpbcation Scorch
> A111111t un List > Application Detail
FL k
FL6332-RB
Application Type
Revision
Code Version
2017
Application Status
Approved
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
ICP Adhesives a Sealants, Inc.
12505 NW 44th Street
Coral Springs, FL 33065
(888) 774-1419 Ext 201
rylipelkonen@icpadhesives.com
Riku Ylipelkonen
rylipelkonen@lcpadhesives.com
Category
Roofing
Subcategory
Roof Tile Adhesives
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 the
Robert Nieminen
Evaluation Report
Florida License
PE-59166
Quality Assurance Entity
LIL LLC
Quality Assurance Contract Expiration Date
02/07/2021
Validated By
lohn W. Knezevich, PE
Validation Checklist - HardcOpy Received
Certificate of Independence
FL6332 RB COI 2017 01 COI Nieminen odf
Referenced Standard and Year (of Standard)
Standard year
SSTD it 1997
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
https://www.RoridabuIilding.org/pr/pr_app_dtl.aspx?param=wGE VXOwtDquanCtKft6f pk2f M%2b3ax6XpXuocO W KcLM2ja/o2bQp/o3d
1/2
6/18/2020
Florida Building Code Online
Date Submitted
10/12/2017
Date Validated
10/14/2017
Date Pending FBC Approval
10/17/2017
Date Approved
12/12/2017
Summary of Products
FL #
Model, Number or Name
Description
6332.1
ICP Adhesives Polyset AH-160
Dual component expanding polyurethane roof Ile adhesive
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL6332 R8 II 2017 10 FINAL ER ICP AH 160 FL6332-
Approved for use outside HVHZ: Yes
RB.Rdf
Impact Resistant: N/A
Verified By: Robert Nleminen PE-59166
Design Pressure: +n/a/-178
Created by Independent Third Party: Yes
Other: 1.) The design pressure [Imitation In this application
Evaluation Reports
refers to hip and ridge tiles In one configuration. Refer to Table
FL6332 R8 AE 2017 10 FINAL ER ICP AH160 FL6332-
R8.Rdf
2 of ER for all hip and ridge tile limitations. 2.) Field tiles are
designed based on overturning moment resistance. Refer to
Created by Independent Third Party: Yes
Table 1 of ER for field the limitations. 3.) Refer to ER Sections 5
for other Limitations of Use.
:art: first
Contact Us :: 2601 Btair Stone Road, 7hilafiassee Fl. 32399 Phone: 890-07-1824
The State of Florida Is an AA/EEO employer. )dght 2007-2013 State of flaride.:: acv Statement :: Accessibliity Statement :: BeWnd 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
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 8S0.487.1395. •Pursuant to Section 455.275(i),
Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department with an email address if they have one. The emalls
provided may be used for official communication with the licensee. However email addresses 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 kensee under Chapter 455, FS., please dick b=.
Product Approval Accepts:
M®®®®
Credit Card
Safe
z�
EXTERIOR RESEARCH & DESIGN, I.I.C.
Cert0cote of Authorization #9503
353 CHRISTIAN STREET, UNIT 13
... TRINITY!ERD OXFORD, CT 06478
(203) 262-9245
EVAL�ATION REPORT
ICP Adhesives and Sealants, Inc. Evaluation Report 02768.03.06-R8
12505 NW 44" Street FL6332-R8
Coral Springs, FL 33065 Date of issuance: 08/08/2008
(888) 74-1419 Revision 8:10/12/2017
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
consction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen,
P.E. Zrfduse of the product under the Florida Building Code. The product described herein has been evaluated for
comp) ante with the 6th Edition (2017) Florida Building Code sections noted herein.
DESCRI ON: ICP Adhesives Polyset® AH-160
LASEUNG: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
CONTI UED 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 E Ialuation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product
chang s or the referenced Quality Assurance documentation changes. Trinity) ERD requires a complete review of this
Evalua ion Report relative to updated Code requirements with each Code Cycle.
AovER ISEMENT: The Evaluation Report number preceded by the words 'Trinity I ERD Evaluated" may be displayed in
advert sing literature. If any portion of the Evaluation Report is displayed, then it shall be done in Its entirety.
INSPE ON: 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 Ed luation Report consists of pages 1 through 9.
Prepa d by:
\\\\ � •,ire ' ".%w� /�� .
.t
Robert J.M. Nieminen, P.E. '%��, .��, orb • Le The facsintlle seal appearing was authorized by Robert
Florida Registration No. 59166, Florida DCA ANE1983 t .•� �o«< MernInen, P.E. on 10/12/2017. This does not serve as an
electronkaaysignedd document
CERTIFICATION OF INDEPENDENCE:
1. Exterior Research & Design, LLC. d/b/a Trinity I ERD does not have, nor does it Intend to acquire or will it acquire, a financial interest
in a y company manufacturing or distributing products it evaluates.
2. Ext rior Research & Design, LLC. d/b/a Trinity I ERD is not owned, operated or controlled by any company manufacturing or
distributing products it evaluates.
3. Robert Nieminen, P.E. does not have nor will acquire, a financial Interest in any company manufacturing or distributing products for
whl�h 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
S. Thlje'fc
' a building code evaluation. Neither Trinity ERD nor Robert Nieminen, P.E. are, In any way, the Designer of Record for any
proton which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained
speicaliy for that purpose.
F1
;TRINITY, ERD
COMPONENT EVALUATION:
SCOPE:
Product Category: Roofing
Sub -Category: Roof Tile Adhesives
Compliance Statement: ICP Adhesives Polysetm AH-160, as produced by ICP Adhesives and Sealants,. Inc., has
demonstrated compliance with the 6u' Edition (2017) Florida Building Code through testing in accordance with the
Standards set forth herein. Compliance is subject to the Installation Requirements and limitations / Conditions of
Use set forth herein.
2. STANDARDS:
Sections
1504.2.1.1
3.
4.
REFERENCES:
91121tt
ERD (TST 6049)
ERD (TST 6049)
ICC-ES (EVL2396)
Miami -Dade (CER 1592)
PRI (TST 5878)
PRI (TST 5878)
PRI (TST 5878)
PRI (TST 5878)
PRI (TST 5878)
PRI (TST S878)
PRI (TST 5878)
PRI (TST 5878)
PRI (TST 5878)
PRI (TST 5878)
PRI (TST 5878)
PRI (TST 5878)
PRI (TST 5878)
PRI (TST 5878)
PRI (TST 5878)
PRI (TST 5878)
PRI (TST 5878)
PRI (TST 5878)
PRI (TST 5878)
UL LLC (QUA 9625)
IPRODUCT DESCRIPTION:
Property
Overturning resistance
Examination
Static Uplift — SSTD 11
Static Uplift — SSTD 11
2012 IBC Compliance
HVHZ compliance
Static Uplift—SSTD 11
Static Uplift — SSTD 11
Static Uplift — SSTD 11
Static uplift—SSTD 11
Static Uplift — SSTD 11
Static Uplift — SSTD 11
Static Uplift — SSTD it
Static Uplift — SSTD 11
Static Uplift — SSTD it
Static Uplift — SSTD it
Static Uplift — SSTD 11
Static Uplift — SSTD 11
Static Uplift — SSTD 11
Static Uplift — SSTD 11
Static Uplift — SSTD it
Static Uplift — SSTD 11
Static Uplift — SSTD 11
Static Uplift — SSTD 11
Static Uplift — SSTD 11
Quality Assurance
Standard
SSTD 11
Reference
P39740.02.12
P39740.11.13-R1
ESR-1709
17-0322.03
ECM-001-02-01
PFI-006-02-01
PFI-006-02-02
PFI-007-02-01
PFI-008-02-04
PFI-009-02-03
TGRI-001-02-03
TGRI-001-02-03
PFPI-010-02-01
PFPI-011-02-01
PFPI-012-02-01
PFPI-013-02-01
PFPI-014-02-01
ECM-003-02-01
ECM-004-02-01
ECM-005-02-01
ECM-006-02-01
ECM-007-02-01
ECM-008-02-01
Service Confirmation
Year
1997
Date
02/20/2012
01/02/2015
12/01/2016
04/27/2017
09/21/2001
05/09/2005
05/09/2005
10/11/2005
02/21/2006
02/21/2006
10/30/2006
10/30/2006
12/07/2006
12/07/2006
12/07/2006
12/07/2006
12/07/2006
06/13/2009
06/13/2008
06/13/2008
06/13/2008
06/13/2008
06/13/2008
Exp.06/05/2018
4.1 ICP Adhesives Polyset• AH-160 is a two -component expanding polyurethane roof the adhesive that is mixed
and dispensed from a dispensing system provided by ICP Adhesives and Sealants, Inc. The components are
available in refillable tanks or disposable cylinders (ICP Adhesives ProPackm 30 & 100).
S. LIMITATIONS:
.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
i permitting or design guidance unless retained specifically for that purpose.
2 This Evaluation Report is not for use in FBC HVHZ jurisdictions.
Exterior R search and Design, I.I.C.
Cer*kote ojRtnhorlsctta» 09303
I
Evaluation Report 02768.03.05-RS
e EDITION (2017) FBC NON-HVHZ EVALUATION FL6332-R8
ICP Adhesives Polyset• AH-160; (888) 774-1419 Revision 8:10/12/2017
Page 2 of 9
r;
TRINITY-ERD
5.3 Fire classification is not part of this evaluation. Refer to a current Roofing Materials Directory for fire ratings
of this product and F6C 1505.2.
5.4 ICP Adhesives Polyset® AH-160 can be used with fiat, low and high profile tiles or any rigid, discontinuous roof
assembly having a current Florida Statewide Product Approval or approved on a local -level by the Authority
Having Jurisdiction.
5.5 Minimum underlayment shall be per FRSA/TRI April 2012 (04-12) or having a current Florida Statewide
Product Approval or approved on a local -level by the Authority Having Jurisdiction for use with ICP Adhesives
Po)ysetm AH-160.
5.6 Field tiles, meeting the limitations of FBC 1609.5.3, using ICP Adhesives Polyset® AH-160 are limited to
projects having an Aerodynamic Uplift Moment (Ms), determined in accordance with FBC 1609.5.3 or Tables
2A and 2B of FRSA/TRI April 2012 (04-12), not greater than the following Allowable Overturning Moment
values. Refer to Section 10 and ICP Adhesives and Sealants, Inc. published installation instructions for
Adhesive Paddy Placement details.
TABLE 1: FIELD TILES IN ICP ADHESIVES PoLysEe AH-160
ALLOWABLE OVERTURNING MOMENT PERFORMANCE DATA
2TOs&MONOFSIFErYawFaoravpusoFoReNoEpiN Nr(s aLEoRmNrwuousPAooY)PucnrsA*T
4TOIMARGINOFS4FMYALREWYAPPUEDPOitim olPE7ioW PADDY PLiCElWMr
Tile (FBC 1609.S.3)
Adhesive Paddy Placement
Allowable
overturning
Type
Profile
Moment (ft4bf)
Independent; Single Paddy, Medium (2x7-inch, -30 gram)
60
Clay
Flat
Independent, Single Paddy, Large (2x10-1nch, --45 gram)
112
Concrete
Interdependent; Two Paddy (44-inch on underlayment, W-inch at file overlap)
54
Independent, Single Paddy, Medium (2x7-Inch, "30 gram)
39
Gay
Low/
Independent; Single Paddy, Large (2x104nch, -54 gram)
67
Cone
r
Concrete
Medium
Interdependent; Two Paddy (4x4-Inch on underlayment, 2x4-Inch at the overlap)
58
Gay
High
Independent, Single Paddy, Large (2xl04nch, -45 gram)
134
Independent, Single Paddy, Medium (2x74nch, -30 gram)
65
Clay or
Concrete
High
Independent; Single Paddy, Large (WO -Inch, -63 gram)
109
Interdependent, Two Paddy (44-Inch on underlayment, 2x4-inch at the overlap)
40
Gay
Barrel
2x10-inch x "35 gram for pans; 2 @ 1x10-inch x -17 gram for cap
147
Concrete
Barrel
240-Inch x `35 gram for pans; 2 @ 140-inch x -17 gram for cap
107
Clay
Cap atop 2x
Independent: Continuous Paddy (-34 gram/ft)
135
stringer
Concrete
Cap atop 2x
independent: Continuous Paddy (~ 34 gram/ft)
116
stringer
Gay
Cap atop 2x
Interdependent:
105
stringer
Head: One (1) #10 x 2%' screw, Overlap:1 x 6 Inch (-10.5 gram)
Concrete
Cap atop 2x
Interdependent:
76
stringer I
Head: One (1) #10 x 2%" screw; Overlap:1 x 6 inch (~10.5 gram)
5.6.1 Data In Table 1 relates to installation over a '30/9(Y underlayment system, as detailed in the FRSA/TRI April
2012 (04-12). Alternate underlayment systems include those having a current Florida Statewide Product
Approval and/or approved On a local -level by the Authority Having Jurisdiction specifically for use with ICP
Adhesives Polysetm AH-160.
5.6.2 Tile roof systems using tile types or profiles other than those listed above acquiring acceptance for use with
ICP Adhesives Polyset® AH-160 shall be tested in accordance with SSTD 11 or Testing Application Standard
TAS 101. For the interdependent two -paddy method, an additional 2-to-1 margin above that specified in
SSTD 11 or Testing Application Standard TAS 101 shall be applied In determining the 'allowable overturning
moment'.
Exterior Research and Design, I.I.C. Evaluation Report 02768.03.06-RS
C"w1kat of Audwhatlan 09S03 6TM EDITION 12017) FSC NON-HVHZ EVALUATION FL6332-118
ICP Adhesives Polyset• AH-160; (888) 774-1419 Revislon 8:10/12/2017
Page 3 of 9
6.
TRINITY ERD
5.7 Hip and ridge tiles using ICP Adhesives PolysetO AH-160 are limited to projects having hip/ridge design pressure
requirements, determined in accordance with Table 1A of FRSA/TRI April 2012 (04-12), not greater than the
following values. Refer to ICP Adhesives and Sealants, Inc. published installation instructions for Adhesive
Paddy Placement details.
TABLE 2: HIP & RIDGE TILES IN ICP ADHESIVES POLYSETO AN-160
ALLOWABLE UPUFT RESISTANCE PERFORMANCE DATA
2 To 1 MARGIN oFsAFETYALREADYAPPuw FoR 1NDEPENoENr(cvNrwous PADDY) PLACEMENT
4 To 1 MARG/N oFsAfErYALmDYAwuED FoR INtERDFPENDENT PL amwr
Allowable
Tile
Substrate
Attachment Method
Design Pressure
(Psq
Gay
2x PT ridge board
Independent: Continuous Paddy (-34 gram/ft)
116
Concrete
2x PT ridge board
Independent: Continuous Paddy (- 34 gram/ft)
107
Gay
2x PT ridge board
Interdependent: Head: One (1) #10 x 23V screw;
90
Overlap: I x 6 inch (~10.5 gram)
Concrete
2x PT ridge board
Interdependent: Head: One (1) #10 x 2X' screw;
56
Overlap:1 x 6 inch (~10.5 gram)
Gay or
Hip & Ridge Channel Metal (FL5374):
Independent: Continuous Paddy (~34 gram/ft)
169
Concrete
galvanized only
Gay or
Trim Lock" (FL5374): aluminum,
Independent: Continuous Paddy 1-34 gram/ft)
173
Concrete
galvanized, Galvalume0or stainless steel
Clay or
Trim Lock' Plus (FL5374): aluminum,
Independent: Continuous Paddy (� 34 gram/ft)
178
Concrete
galvanized, GalvalumeOor stainless steel
Clay
Top Notch (FL809S)
Independent: Continuous Paddy (~ 32 gram/ft)
125
Concrete
Top Notch (FL8095)
Independent: Continuous Paddy (~ 32 gram/ft)
146
I INSTALLATION:
6.1 ICP Adhesives Polyset® AN-160 and the tile roof assembly shall be installed In accordance with FRSA/TRI
April 2012 (04-12) and ICP Adhesives and Sealants, Inc. published installation instructions, subject to the
limitations outlined in Section 5.
6.2 Hip and ridge boards or hip/ridge metal shall be installed in accordance with the FRSA/TRI April 2012 (04-12).
Proprietary hip and ridge metal shall be installed in accordance with the manufacturer's Florida Product
Approval.
6.3 Installation shall be performed by applicators who hold a valid Qualified Applicator Card presented by ICP
Adhesives and Sealants, Inc.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the
Installation of this product.
8. MANUFACTURING PLANTS:
Tomball, TX
9. QUALITY ASSURANCE ENTITY:
UL, I.I.C. — QUA9625; (847) 664-3623; LeAnna.Gradecki@ul.com
Exterior esearch and Design, LLC. Evaluation Report 02768.03.06-R8
Cartljie to f Atrfh Wka8on 09503 6EDITION 12017) F8C NON-HVHI EVALUATION FL6332-RS
ICP Adhesives Polyset* AH 160; (888) 774-1419 Revision 8:10/12/2017
Page 4 of 9
TRINITY ERD
10. PADDY PLACEMENT DETAILS (FROM ICP ADHESIVES AND SEALANTS, INC. PUBLISHED LITERATURE):
10.1 independent, Medium Paddy:
Nm dlrough plastic cement Puddy (Beneath Tilel
Iwlien required(.
r
/.ter
Bo I. m optional /
Ery [none
Fascia
j 2ny/'
EavJClowns ...-
Flat/Low Profile Tile
Nall through plastic cement
(when required)
\- \ Paddy (Beneath T110
Underlaynnent-
71
71n�4
Battens optional
t01n:� iin.,
/Eave Closure
L � x
Eave Course ice- / `— Fascia
Medium ProfileTile
Nail through plastic ce}rlent -
(whenroqulred) /Paddy(Beneath Tile)
Undedayment ]t
. "
r
v
�
71n. �. ♦ 2 in.
Battens optlona I
raCoune
/t0in.
r Fascia
Weephole
i�r Eaveclosure
i,
tin.
Drip edge
High Profile Tile
.. , „parch and Design, I.I.C. Evaluation Report 02768.03.06-R8
Certoj'Cofe O/authorhation 99503 Fi°EDITION (2017)FBC NON-HVHL EVALUATION FL6332 R8
ICP Adhesives Palyset• AH-160; 188817744419 Revision 8: 10/12/2017
Page 5 of 9
10.2 Independent. Large Paddv:
Hai l through plastic cement Paddy (Beneath Tile)
di.:n required)
` .„
u n.l�: rinyment
r
\ 10 in.
Ba ens optional
E rm•Cour.. ����
Y'
�.> • � �/i F.naia
Env. Closure-. /. '
Flat/Lan Profile Tile
TRINITY ERD
Nall through plastic cement
twhen required)
... Paddy (Beneath Tile)
Underb Ynwni \\\\
y v -
2 in. wtde�
E.a l ens option al
Eavecbsure
Eave course Fascia
�/ i
Medium Profile Tile
Nall through plastic cement
(when required)
,- Paddy(Beneath Tile)
f�
Undetlayrnent a
10
2i enda
Optional
F Ea:, coil,,, _
FasCia
*- weephole
tin.
Eave Closure
. ".'
Dr(p edge
High Profile Tile
-...:arch and Design, U.C. Evaluation Report 02768.03.06-118
Cerriptarr o)authorhadon 49503 6°"EDITION 12017)FBC NON-HVHZ EVALUATION FL6332.R8
ICP Adhesives Polyset• AH-160; (888) 774-1419 Revislon 8: 20/22/2017
Page 6 of 9
10.3 Interdependent, Two Paddy:
Will through plastic cement
Paddy (between blest
(when required)
6aaens �ptionnl i -
-
P+ddy (under tile)
A singNpaldy
top (t0a
S
%�
♦� Singlepakly.4,
,
under Illy' `
'�
i3
iio paddy
n un
'oJerlaymm e�2 z9m
10 in. "
11`Fasaa
EaveCtosure
Flatkow Profile Tile
Exterior Rnyearch and Design, LLC.
Certificate c fAuthodio0on "503
TRINITY ERD
Nail through plastic cement Single paddy under tile.
(when required) _ i
\� Paddy(between tdes)
Battens \ Paddy (under tgel
Batnai
I �\ .
Single paddy � \
ontopol the J' �,
Single paddyo
unJerlayment., � �\
/ 4
➢/ "...
to -� 101ri \ 2 in,
a -vim y
� Eave Closure
Eave Course ' // \`— Fascia
Y
Medium Profile Tile
Nailthrough plasticcement-..
Single paddy under tile
(when required) �X
\ Paddy (between tiler)
Battens
optional
\, Paddy(undertile)
,v
�.
r. ��sn��ll.. paddy
�:�
Single 2,1
paddyon
Fascia
Weephole
Edye closure
Drip edge
Hch Profile Tile
Evaluation Report 02768.03.06-RB
6° EDITION 120171 FBC NON-HVH2 EVALUATION FL6332-RS
ICP Adhesives Polyset' AH-160; (889) 774-1419 Revision 8: 10/1742017
Page 7 of 9
10.4
Two Piece Barrel (Cap & Pan) Tile:
1) Place enough adhesive to achieve 6S to 70 sq. in.
Steep pitch applications
In contact with the pan tile.
(when required)
21 Turn Covers upside dorm Ptxe adhosrvv
112 on. to 1 inch to ttwn outside edge of cover the
Install cover tile.
Ensure 20 to 2S sq in contact area on
each sufe of cover tile.
Undedayment
��' �'�
♦ D
1--Sheathing
Eave closure
(motar shown)
Weephole
Fascia Board
Remove top portion of the eave course cover tile.Abut
to second course of
pan tiles. Ensure cave and of pan and cover tiles are flush at cave line.
Two Piece Barrel - High Profile Tile
10.5 Hip and Ridge (independent placement)
A h-ad oq R*1' Yet; .:+Y.,1H•INt tt:a) hr tl:pi-d 0-4%a a :Iv- fieLl
to soon: .v:1-.mu vu!ai of tl:c 14, kflt--- lv:rJ t-,I sWt+L-.U;-d
trrtal Ux , to:au�t.lr wraarct!*.::ats.
ttis:}t lrj rdge tit-.. it Ikad at ICP Pia%, AtAli•Ieh twt
^r ri ; fxd d,r.,n Ith cetrrr ut !hW 't'p Afar hsxd ,,T a-thvni.vl
fi ttLt
TRINI-ry ERD
-: x-a: A 4 -64-e \le- % `rJ : t eP 7SA-9 %it *M rre%-tr \Rr-f'v ru-
Y :%-.4'l!'.'r-t. cttM ri n.i .''r-r:ir-r<:S:!y'sJr-.+
Exterior Research and Design, I.I.C. Evaluation Report 02768.03.06-R8
Cerdffcoteo/AuthorJmtion#9503 6r„ EDITION (20171 FBC NON-HVHZ EVALUATION FL6332-118
ICP Adhesives Polyset° AH-160; (888) 774-1419 Revision 8:10/12/2017
Page 8 of 9
10.6 Hip and Ridge (interdependent placement):
E
TRINITY ERD
qr
1" X 6" Bead of ICP
c3 PolysetOAH-160
roof tile adhesive
910 x 2-1/2" Screw
Code Approved
Fastener
Adhere starter
tile with a 2" x 7"
Paddy placed 3"
down from head
of tile
f
- END OF EVALUATION REPORT -
Exterior Rejearch and Design, U.C.
Cerdfimte 9fAuthoHtodon e9503 6°1EDITION (2017)F9C NON-HVHZ EVALUATION
ICP Adhesives Polyset• Al (888) 774-1419
Evaluation Report 02768.03.06-R8
FL6332-R8
Revision 8: 20/12/2017
Page 9 of 9