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Produtt Artil I Menu > Product or ARphoation Search > Application Us[ > Application Detail
FL A FL28328-RI
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
robinanderson @boral.com
Authorized Signature Robin Anderson
robinanderson@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
FL28328 RI COI BOR18003.1 2017 FBC Eval Boral Tiles final.odf
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
https://www.floridabuilding.org/prlpr_app d8.aspx?param=wGEVXCMnDquiObYx6FhH711Lsy6vf2fOATuIJOzNNQ°/,2b5OvsEXEJ6aAak3da/3d 1/3
6/18/2020
Florida Building Code Online
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Method 1 Option D
02/22/2019
02/22/2019
03/02/2019
04/16/2019
FL if
Model, Number or Name
Description
28328.1
Barcelona 900 (Lake Wales)
ASTM C 1492/TAS 112 type Is, high profile concrete the
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL28328 R3 II BOR18003.1 2017 FBC Eval Boral Tiles
final.o ld
Approved for use outside HVHZ: Yes
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 RI AE BOR18003.1 2017 FBC Eval Boral Tiles
aapLpdf
Created by Independent Third Party: Yes
28328.2 Bermuda (Okeechobee)
ASTM C 1492/TAS 112, type 3a, flat concrete tile
Installation Instructions
Limits of Use
Approved for use in HVHZ: Yes
FL28328 RI II BOR18003.1 2017 FBC Eval Boml Tiles
R11 I pIf
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified By: Zachary R. Priest PE-74021
Design Pressure: N/A
Created by independent Third Party: Yes
1. Other: See evaluation report for limits of use.
Evaluation Reports
FL28328 RI AE BOR18003.1 2017 FBC Eval Boral Tiles
final.odf
Created by Independent Third Party: Yes
�28328.3 Estate'S" (Okeechobee) rASTM C 1492/TAS 112 type ib, low profile concrete rile
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL28328 R3 II BOR18003.1 2017 FBC Eval Boral Tiles
final.odf
Approved for use outride HVHZ: Yes
Impact Resistant: N/A
Verified By: Zachary R. Priest PE-74021
Design Pressure: N/A
Other: See evaluation report for limits of use.
Created by Independent Third Party: Yes
Evaluation Reports
FL28328 R3 AE BOR18003.1 2017 FBC Eval Boral Tiles
flnal.odf
—
Created by Independent Third Party: Yes
128328.4 Galena Spanish "S" (Okeechobee)
ASTM C 1492/TAS 112 type 2a, high profile concrete the
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
FL28328 113 II BOR18003.1 2017 FBC Eval Boml Tiles
final.odf
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 Rl AE BOR18003.1 2017 FBC Eval Boral Tile
final odf
Created by Independent Third Party: Yes
28328.5
Plantation (Okeechobee)
ASTM C 1492/TAS 112 type 3a, flat concrete tile
Limits of Use
Approved for use in HVHZ: Yes
Installation Instructions
FL28328 RI If BOR18003.1 2017 FBC Eval Boral Tiles
fiDifLP&
Approved for use outside HVHZ: Yes
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 Rl AE BOR18003.1 2017 FBC Eval Boral Tiles
final.odf
Created by Independent Third Party: Yes
28328.E 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 R3 If BOR18003.1 2017 FBC Eval Boral Tiles
Final.od
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified By: Zachary R. Priest PE-74021
j
Created by Independent Third Party: Yes
hftps://www.floridabuilding.org/prlpr_app_dti.aspx?param=wGEVXQwtDqujObYx6FhH71l Lsy6vf2fOATuIJOzNNQ%2b5QvsEXEJ6aA%3d%3d 2/3
6/18/2020
Florida Building Code Online
Design Pressure: N/A Evaluation Reports
Other: See evaluation report for limits of use. FL28328 R1 AE B01118003.1 2017 FBC Eval Boral Tiles
final.Rdf
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 R1 II BOR18003.1 2017 FBC Eval Boral Tiles
Approved for use outside HVHZ: Yes
final.pd�
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
Al2ALMLf
Created by Independent Third Party: Yes
28328.8 Villa 900 (Lake Wales) ASTM C 1492/TAS 112 type 1b, low profile concrete tile
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL28328 R1 II B01118003.1 2017 FBC Eval Boral Tiles
Approved for use outside HVHZ: Yes fiMU&
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
final.pdf
Created by Independent Third Party: Yes
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. gMjIght 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic
mail 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 emails
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 4S5, FS., please dick here .
Product Approval Accepts:
® eCdeci M
Credit Card
Safe
hfps://www.floridabuilding.org/pr/pr app dd.aspx?param=wGEVXQwtDqujObYx6FhH7l l Lsy6vf2fOATuIJOzNNQ%2b5QvsEXEJ6aA%3d%3d 3/3
CREEK Certificate of Authorization No. 19824
17520 Edinburgh Dr
Tampa, FL 33647
TECHNICAL SERVICES, LLC (813)480-3421
EVALUATION REPORT
FLORIDA BUILDING CODE 6" EDITION (2017)
Manufacturer:
BORAL 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
2003(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 BCCO (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 BCCO (CER1592)
16-0112.07
FBC (HVHZ)
2017
Miami -Dade BCCO (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
BOR18003.1
FL28328-R1
Paae 1 of 12
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
Entity Report No. Standard Year
Tile Roof Institute Membership Confirmation TAS 100 1995
TAS 101 1995
TAS 102 & 102(A) 1995
BOR18003.1
FL28328-RI
2 of 12
I his evaluation report is provided for State of Florida product approval under Rule 61 G20-3. 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
PRODUCT DESCRIPTION
Bermuda (Okeechobee)
BORAL ROOFING LLC
Concrete Roof Tiles
Profile/Description: ASTM C 1492, TAS 112 Type 3a, flat profile, interlocking, class III concrete roof Me
Allowable Applications: For mechanically fastened (direct deck or batten), mortar set or adhesive set applications
Dimensions: 16"x 10"
16'
Y
16'
Figure 1. Bermuda
Plantation (Okeechobee)
Profile/Description: ASTM C 1492, TAS 112 Type 3a, flat 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"
Figure 2. Plantation
BOR18003.1
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.
BOR
CREEK AL ROOFING LLC
Concrete Root 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 file
Allowable Applications: For mechanically fastened (direct deck or batten), mortar set or adhesive set applications
Dimensions: 17" x 13" x 1-5/32" (Slate) or 1-9/32" (Shake and Split Shake)
\AIL HOLES
r-
NAMHOLES
N
L'NDERLOCK
Figure 3. Saxony 900 Slate
C�
Figure 4. Saxony 900 Shake
]" 'Slaw
COV'ERLOCK
1 96'" �Sbolt�
NAIL HOLES --7—�
" \
�1532''i5hako
Figure 5. Saxony 900 Split Shake
BOR18003.1 FL28328-Rl Page 4 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
BORAL ROOFING LLC
Concrete Roof Tiles
Estate "S" (Okeechobee)
Profile/Description: ASTM C 1492, TAS 112 Type 1b, low profile, interlocking, class III concrete roof tile
Allowable Applications: For mechanically fastened (direct deck or batten), mortar set or adhesive set applications
Dimensions: 16-112" x 13"
Nail Holes
Figure 6. Estate
Villa 900 (Lake Wales)
Profile/Description: ASTM C 1492, TAS 112 Type 1 b, low profile, interlocking, class III concrete roof tile
Allowable Applications: For mechanically fastened (direct deck or batten), mortar set or adhesive set applications
Dimensions: 17.0" x 13" x 2-1/8"
gait holes
12"
_C " B
Overlock
2118"
17" J-
Undorlock
Figure 7. Villa 900
BOR18003.1 FL28328-Rl Page 5 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.
OREEK LD c II BORAL ROOFING LLC
Concrete Roof Tiles
TECHNICAL SERVICES. LLC
Barcelona 900 (Lake Wales)
Profile/Description: ASTM C 1492, TAS 112 Type 1a, high profile, interlocking, class III ,'S' shaped concrete
roof tile
Allowable Applications: For mechanically fastened (direct deck or batten), mortar set or adhesive set applications
Dimensions: 17" x 13"x3-5/8"
OVERLOCK
,1 3518
R'
'z
zz
13'
UNDERLOCK ��
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 tile
Allowable Applications: For mechanically fastened (direct deck), mortar set or adhesive set applications
Dimensions: 17" x 10" x 2.7"
Fastener
FM
BOR18003.1
Holes
17
/zi 0"
y, 4-
Figure 9. Galena Spanish "S"
6of12
This evaluation report is provided for State of Florida product approval under Rule tit UZU-3. I he manutacturer shall notlry t;Kt_t_K
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for whlch 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
Spanish "S" Nuevo (Lake Wales)
BORAL ROOFING LLC
Concrete Roof Tiles
Profile/Description: ASTM C 1492, TAS 112 Type 2a, high profile, interlocking, class III 'S' shaped concrete
roof Tile
Allowable 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
APPLICATION METHOD
Holes
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
Slope:
with the recommendations of the FRSAITRI Florida High Wind Concrete and Clay Roof
Tile 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.
Underlayment:
Installed in accordance with FBC requirements. In the HVHZ, the minimum underlayment
shall be installed as described in RAS 118, RAS 119, or RAS 120, as applicable.
BOR18003.1
7 of 12
This evaluation report is provided for state of Florida product approval under Rule 61620-3. 1 he manufacturer snail notary t:KttK
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
Data for Attachment Calculations for Direct to Deck Applications
Nominal Weight Mr) and
Aerodynamic
Restoring Moments due to Gravity - Me (ft-lbf)
Dimensions (I x w)
Multipliers
Direct Deck
Roof Tile
'\ (h)
W (lbf)
I (ft)
w (ft)
Direct Deck
3":12"
4":12"
5":12"
6":12"
>7":12"
Application
-
Bermuda
9.7
1.33
0.833
0.205
6.97
6.86
6.71
6.54
6.35
Plantation
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"
10.0
1.375
1.08
0.289
6.74
6.64
6.50
6.33
6.14
Villa 900
10.9
1.42
1.08
0.315
7.62
7.50
7.34
7.15
6.95
Barcelona
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"
Spanish "S.
895
1.417
0.8125
0.233
5.93
5.83
5.70
5.56
5.39
Nuevo
Data for Attachment Calculations for Batten Applications
Nominal Weight (W) and
Aerodynamic
Restoring Moments due to Gravity - M9 (ft-lbf)
Dimensions (1 x w)
Multiplers
Direct Deck
Roof Tile
W (lbf)
I (ft)
w (ft)
Batten
3":12"
4":12"
5":12"
6":12"
>7":12"
Application
-
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"
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
Barcelona
115
1.417
1.08
0.286
6.19
6.19
6.06
5.92
5.76
900
Spanish "S"
8.95
1.417
0.8125
0.215
5.30
5.21
5.09
4.96
4.82
Nuevo
BOR18003.1 FL28328-Rl Page 8 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
BORAL ROOFING LLC
Concrete Roof Tiles
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
N/A
7.3
9.8
4.9
or Screw
Nail
2
10d
Smooth
N/A
14.0
18.8
7.4
or Screw
Screw
1
#8
N/A
N/A
30.8
30.8
18.2
Bermuda,
Screw
2
#8
N/A
N/A
51.7
51.7
24.4
Plantation or
Saxony 900
Nall
1
10d
Smooth
Field
24.3
24.3
24.2
or Screw
Nail
1
10d
Smooth
Eave
19.0
19.0
22.1
or Screw
Nail
2
10d
Smooth
Field
35.5
35.5
34.8
or Screw
Nail
2
10d
Smooth
Eave
31.9
31.9
32.2
or Screw
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
N/A
8.8
11.8
4.1
or Screw
Nail
2
10d
Smooth
N/A
16.4
21.9
7.1
or Screw
Screw
1
#8
N/A
N/A
25.8
25.8
22.9
Estate
Villa 900
00
Screw
2
#8
N/A
N/A
47.1
47.1
49.1
Nail
1
10d
Smooth
Field
24.3
24.3
24.2
or Screw
Nail
1
10d
Smooth
Eave
19.0
19.0
22.1
or Screw
Nail
2
10d
Smooth
Field
35.5
35.5
34.8
or Screw
Nail
2
10d
Smooth
Eave
31.9
31.9
32.2
or Screw
Estate "S"
Nail'
2
10d
Ring
N/A
43.0
67.5
50.9
Continued on following page
BOR18003.1 FL28328-Rl Page 9 of 12
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. 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
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
28.6
41.2
19A
Nail
1
10d
Smooth
N/A
5.1
6.8
2.8
or Screw
Nail
2
10d
Smooth
N/A
6.9
9.2
7.3
or Screw
Screw
1
#8
N/A
N/A
20.7
20.7
18.1
Barcelona 900,
Screw
2
#8
N/A
N/A
43.2
43.2
29.8
Galena or
Spanish "S"
Smooth
Nuevo
Nail
1
10d
or Screw
Field
23.1
23.1
19.0
Nail
1
10d
Smooth
Eave
29.3
29.3
24.0
or Screw
Nail
2
10d
Smooth
Field
27.6
27.6
38.6
or Screw
Nail
2
10d
Smooth
Eave
38.1
38.1
41.8
or Screw
Nail'
2
10d
Ring
N/A
33.1
48.1
45.2
Notes: 1) Not for Saxony 900, Villa 900 or Barcelona 900. Installation with a 4" the headlap and fasteners are located a min. 2-1/2"
from head of tile.
2) When using only one fastener, use the hole that is approximately 4-314" 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)
Mr (ft-Ibf)
Dow Chemical TILE BONDTM
NOA 16-0222.01
2
13.9
31.3
Bermuda,
Planation and
Saxony 900
ICP Adhesives Polyset AH-160
NOA 17-0322.03
2
8
31.3
1
24
40.4
1
45
118.9
Saxony 900
DAP Foam Inc. Touch N' Seal®
Storm Boncl " 2 Two -Component
NOA 17-0829.12
2
8
59.0
1
24
455
1
45
93
Premix Marbletite, Inc. TILE-TITE
NOA 17-1016.07
N/A
N/A
43.9
Dow Chemical TILE BOND^
NOA 16-0222.01
2
11.4
26.1
Estate "S" or
Villa S"
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 Bond'"' 2 Two -Component
NOA 17-0829.12
2
8
55
1
30
40
1
60
70
I
BOR18003.1 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
specifically 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)
Mr (ft-Ibf)
Dow Chemical TILE BONDT
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
P9.3
1
24
38.7
1
63
66.5
Premix Marbletite, Inc. TILE-TITE
NOA 17-1016.07
N/A
N/A
24.5
Barcelona 900
DAP Foam Inc. Touch N' Seal®
Stone Bond'"' 2 Two -Component
NOA 17-0829.12
2
8
66.0
1
30
63
1
60
82
Notes: 1) See manufacturer's product approval for installation requirements.
LABELING
1) All tiles shall bear the identifiable marking of the manufacturer's name or logo as follows:
BOR18003.1
Manufactured in Lake Wales, FL
Manufactured in Okeechobee, FL
OR
ENTEGRA
FL28328-R1
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
BORAL ROOFING LLC
Concrete Roof Tiles
LIMITATIONS
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 High Wind
Concrete and Clay Roof Tile Installation Manual, Fifth Edition Revised and the manufacturers 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 611320-3.
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 2�50
:TAEArHERING REGIONS t ]
K �J
<i NEGLIGIBLE WEATHERING
MODERATE WEATHERING
SEVERE WEATHERING
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R Priest P.E. have demonstrated compliance with the Florida Building
Code, 6' Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer.
No 74021 '
i
' 9 ' STATE OF
:0�� A,40RtO�
'•,isJ*JP`S,ONA1111 t &%%'`'
CERTIFICATION OF INDEPENDENCE
2019.02.1
9 10:10:22
-05'00'
Zachary R. Priest, P.E.
Florida Registration No. 74021
Organization No. ANE9641
CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing
products under this evaluation.
CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under
this evaluation.
Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products
under this evaluation.
Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
END OF REPORT
BOR18003.1 FL28328-RI Page 12 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.