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Product Approval Menu>Product or App]icatlon Search>Application List>Application Detail
i ^ar =c=rift@=. FL# FL28328-R1
Application Type Revision RECEIVED j
Code Version 2017
Application Status Approved NnV 18 2020
Permitting Department
Comments St. Lucie County
Archived ( 'i
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
REVIEWED FOR
Technical Representative Address/Phone/Email CODE COMPLIANCE DGO(
ST. LUCIE COUNTv w1
Quality Assurance Representative ����
Address/Phone/Email
Category Roofing Flee COPY
Subcategory Roofing Tiles
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
C 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 FL28328 RI COI BOR18003.1 2017 FBC Eval Boral Tiles final.pddf
Referenced Standard and Year(of Standard) Standard Year
ASTM C 1492 2003
TAS 100 1995
TAS 101 1995
TAS 102 1995
TAS 102(A) 1995
TAS 112 1995
Equivalence of Product Standards
Certified By
Sections from the Code
hftps://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquiObYx6FhH71lLsy6vf2fOATuIJOzNNQ%2b5QvsEXEJ6aA%3d%3d 1/3
11/18/2020 Florida Building Code Online
Product Approval Method Method 1 Option D
I
Date Submitted 02/22/2019
Date Validated 02/22/2019
Date Pending FBC Approval 03/02/2019
Date Approved 04/16/2019
Summary of Products
FL# Model,Number or Name Description
28328.1 Barcelona 900 (Lake Wales) ASTM C 1492/TAS 112 type la, high profile concrete the
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL28328 Rl II BOR18003.1 2017 FBC Eval Boral Tiles
Approved for use outside HVHZ:Yes fina.pdf
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
fni l.pdf
Created by Independent Third Party: Yes
28328.2 Bermuda (Okeechobee) ASTM C 1492/TAS 112,type 3a,flat concrete tile
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL28328 Rl II BOR18003.1 2017 FBC Eval Boral Tiles
Approved for use outside HVHZ:Yes final.pdf
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
fnal.pdf
Created by Independent Third Party:Yes
28328.3 Estate"S" (Okeechobee) ASTM C 1492/TAS 112 type lb, low profile concrete tile
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL28328 Rl II BOR18003.1 2017 FBC Eval Boral Tiles
Approved for use outside HVHZ:Yes final.pdf
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
fina.pdf
Created by Independent Third Party: Yes
28328.4 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 FL28328 Rl II BOR18003.1 2017 FBC Eval Boral Tiles
Approved for use outside HVHZ:Yes final.pdf
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
fir gLLpdf
Created by Independent Third Party: Yes
28328.5 Plantation (Okeechobee) ASTM C 1492/TAS 112 type 3a,flat concrete tile
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.pdf
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
fina.pdf
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 R1 II BOR18003.1 2017 FBC Eval Boral Tiles .
Approved for use outside HVHZ:Yes fnal.pdf
Impact Resistant: N/A Verified By: Zachary R.'Priest PE-74021
Created by Independent Third Party: Yes
https://floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDquiObYx6FhH7llLsy6vf2fOATuIJOzNNQ%2b5QvsEXEJ6aA%3d%3d 2/3
,I
11/18/2020 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 Eva[Boral Tiles
final.pdf j
Created by Independent Third Party: Yes
28328.7 Spanish "S" Nuevo(Lake Wales) ASTM C 1492/TAS 112 type 2a,high 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 dagLpadf
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
28328.8 Villa 900 (Lake Wales) ASTM C 1492/TAS 112 type 1b, [ow profile concrete tile
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 fina1.Off
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 111 AE BOR18003.1 2017 FBC Eval Boral Tiles
final•pdf
Created by Independent Third Party: Yes
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Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 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 455,F.S.,please click here.
Product Approval Accepts:
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hfps://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqujObYx6FhH71lLsy6vf2fOATuIJOzNNQ%2b5QvsEXEJ6aA°/a3d%3d 3/3
Certificate of Authorization No. 29824'
CREEK 17520 Edinburgh Dr
Tampa,FL 33647�
TECHNICAL SERVICES, LLC (813)480-3421
EVALUATION REPORT FLORIDA BUILDING CODE 6T"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) 18-0609.16 FBC(HVHZ) 2017
Miami-Dade IBC CO E C (CER1592) 18-0509.17 FBC(HVHZ) 2017
BOR18003.1 FL28328-RI Page 1 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.
BOR
CREEK AL ROOFING LLC
Concrete Roof Tiles
TECHNICAL SERVICES, LLC
Entity Report No. Standard Year
Tile Roof Institute Membership Confirmation TAS 100 1995
TAS101 1995
TAS 102&102(A) 1995
i
I
BOR18003.1 FL28328-RI Page 2 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
RK BORAL ROOFING LLC
Concrete Roof Tiles
I
TECHNICAL SERVICES, LLC
PRODUCT DESCRIPTION
Bermuda (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: 16"x 10"
1-1%TL4' I
l.
?0'
i
�- —16'
2r
i
IQ�
Figure 1. Bermuda
Plantation (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: 16-1/2"x 13"
I6I/d a
43
Figure 2. Plantation
BOR18003.1 FL28328-Rl Page 3 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.
ii
CREEK BORAL ROOFING LLC
Concrete Roof Tiles
TECHNICAL SERVICES, LLC
Saxony-900_Slate,-Shake-and-SplitShake (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 1-5/32"(Slate)or 1-9/32"(Shake and Split Shake)
N.a1L HOLES
17" \ COVERLOCK
13'
i
UNDERLOCK
-o
Figure-3- Saxony-900 Slate---- -
\4II.HOLES
1-9l32—(Shake)
17"
13'
Figure 4. Saxony 900 Shake
NAII,HOLES
\� 1-9/32"(Shake)
I
17" 13„
i
Figure 5. Saxony 900 Split Shake
BOR18003.1 FL28328-RI 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.
CREEKBORAL ROOFING LLC
[, Concrete Roof Tilesl
TECHNICAL SERVICES, LLC
Estate "S" (Okeechobee)
Profile/Description: ASTM C 1492,TAS 112 Type 1 b, low profile, interlocking, class III concrete roof the
Allowable Applications: For mechanically fastened (direct deck or batten), mortar set or adhesive set applications,)
Dimensions: 16-1/2"x 13"
Nail Holes
•
161/2.,
Figure 6. Estate
Villa 900 (Lake Wales)
Profile/Description: ASTM C 1492,TAS 112 Type 1b, low profile, interlocking, class II,I 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"
i
Dail holes
i I 121t'
1" ---► �1V2°
B
Overlock
2Ve"
17"
Underlock 1
13
Figure 7.Villa 900
BOR18003.1 FL28328-R1 Page 5 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.
I
i
N CREEK BORAL ROOFING LLC'
Concrete Roof Tiles
'A TECHNICAL SERVICES, LLC
Barcelona 900 (Lake Wales)
Profile/Description: ASTM C 1492,TAS 112 Type 1 a, 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"x 3-5/8"
NAIL HOLES `
OVERLOOK
_ .3 5/8
17 r� -r
Z, 13"
UNDERCOOK --
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 Holes
� I
17"
1011
i
Figure 9. Galena Spanish "S"
BOR18003.1 FL28328-R1 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 BORAL ROOFING LLCI
Concrete Roof Tiles
TECHNICAL SERVICES, LLC
Spanish "S" Nuevo (Lake Wales)
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 2-27132"
Fastener Holes
• I
i
17"
9-3/4"
Figure 10. Spanish "S" Nuevo
APPLICATION METHOD
Installation
Limited to slopes 3:12 or greater in the HVHZ; Outside the HVHZ, shall be in accordance
Slope: with the recommendations of the FRSA/TRI 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. 19/32 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.
I
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i
II
BOR18003.1 FL28328-R1 Page 7 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.
I
I
BORAL ROOFING LLc
CREEK
Concrete Roof Tiles
TECHNICAL SERVICES, LLC
Data for"Attachment G'alculations for Direct to Deck Applications
Aerodynamic ` r
Nominal-Weight(W)and Multipliers Restoring Moments due to Gravity 'M9(ft-lbf),
Dimensions(I x w) a Direct-Deck .. 1
Roof Tile (ft )
Direct?
W(lbf) [(ft) w,({{). APplcaDton. 3`12" 4":121" 5,12,E 6":12', ': >7» 12,
Bermuda 9.7 1.33 0.833 0.205 6.97 6.86 6.71 6.54 6.35
i
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 11.5 1.417 1.08 0.301 7.00 6.90 6.76 6.60 6.42
900
Galena
Spanish"S° 8.5 1.42 0.833 0.235 6.13 6.03 5.89 5.74 5.57
Spanish"S" 8.95 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) "
Multipliers
Dimensions(I x w) s Direct Deck
Roof Tile (ft )
A-
W(Ibf) I (ft) w(ft)- Batten -3„:12r 4':12 6:12' 6':12 . >7' 12
plication
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
I
I
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 11.5 1.417 1.08 0.286 6.19 6.19 6.06 5.92 5.76
900
Spanish"S"Nuevo 8.95 1.417 0.8125 0.215 5.30 5.21 5.09 4.96 4.82
BOR18003.1 FL28328-R1 Page 8 of 1112
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.
I
CREEK BORAL ROOFING LLCM
Concrete Roof Tiles
TECHNICAL SERVICES, LLC
Attachment Resistance.Expressed.as-a Moment for Mechanically Fastened Applications,
Tile:Fastener Mf.(ft-Ibf)
Roof Tile Direct Deck Direct Deck
Type Count Size, Shank- Clip (min. 15/32 (min. 19132" -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 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 N/A 51.7 51.7 24.4
Plantation or Smooth
Saxony 900 Nail 1 10d or Screw Field 24.3 24.3 24.2
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 ,Siz, Screw 2 #8 N/A N/A 47.1 47.1 49.1
Villa 900
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
SmoNail 2 10d or Sc�th
ew Field 35.5 35.5 34.8
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
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Continued on following page
BOR18003.1 FL28328-RI Page 9 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.
I
I �
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.'I
plywood) plywood):
Nail 2 10d Ring N/A 28.6 41.2 19.4
Nail 1 10d Smooth N/A 5.1 6.8 2.8
or Screw
SmoNail 2 10d or Sc�th
ew N/A 6.9 9.2 7.3
Screw 1 #8 N/A N/A 20.7 20.7 18.1
Barcelona 900,
or
Galena or Screw 2 #8 N/A N/A 43.2 43.2 29.8
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 or Screw Eave 38.1 38.1 41.8
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 4-3/4"away from interlocking edge.
3)Direct Deck applications only.
I
Attachment.Resistance Expressed as;a Moment for Adhesive or Mortar.Set
Roof Tile ,', Adhesive .,Product Approvals. Paddy Average Paddy Mr(ft-lbf)
Count Weight(grams)
Dow Chemical TILE BONDTM NOA 16-0222.01 2 13.9 31.3 i
Bermuda, 2 8 31.3
Planation and Saxony 900 ICP Adhesives Polyset AH-160 NOA 17-0322.03 1 24 40.4 {
1 45 118.9 j
DAP Foam Inc.Touch N'Seal® 2 8 59.0 {
Saxony 900 Storm BondTm 2 Two-Component NOA 17-0829.12 1 24 45
1 45 93
Premix Marbletite, Inc.TILE-TITE NOA 17-1016.07 N/A N/A 43.9 j
Dow Chemical TILE BONDTm NOA 16-0222.01 2 11.4 26.1 j
2 8 26.1
0
Villa 900
Estate 9 or ICP Adhesives Polyset AH-160 NOA 17-0322.03 1 24 45.5
1 54 86.61
Premix Marbletite, Inc. TILE-TITE NOA 17-1016.07 N/A N/A 20.6
DAP Foam Inc.Touch N'Seal® 2 8 55
Villa 900 NOA 17-0829.12 1 30 40
Storm BondT"" 2Ttyo-Component
1 60 70
BOR18003.1 FL28328-R1 Page 10 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.
,
j
BOR
CREEK AL ROOFING LLC
Concrete Roof Tiles
TECHNICAL SERVICES, LLC
I
Attachment Resistance Expressed as a Moment for Adhesive or Mortar Set
Roof Tile= Adhesive Product Approvals Paddy Average Paddy Mf(ft-Ibf),
Count Weight(grams)
Dow Chemical TILE BOND TM NOA 16-0222.01 2 10.7 29.3
Barcelona 900, 2 8 29.3
Galena Spanish ICP Adhesives Polyset AH-160 NOA 17-0322.03 1 24 38.7
"S"or Spanish
"S"Nuevo 1 63 66.5
Premix Marbletite, Inc.TILE-TITE NOA 17-1016.07 N/A N/A 24.5
6.0
Barcelona 900 DAP Foam Inc.Touch N'Seal® NOA 17-0829.12 1 0 663
Storm BondTm 2 Two-Component
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:
Manufactured in Lake Wales, FL
I
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Manufactured in Okeechobee, FL
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OR
E N E Q A
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BOR18003.1 FL28328-RI Page 11 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.
BORAL ROOFING LLCJCREEKI
Concrete Roof Tiles
TECHNICAL SERVICES, LLC
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, FRSA/TRI Florida High 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).
X.
so
50 50
WEATHERING REGIONS
••• NEGLIGIBLE WEATHERING
j,
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.
It�Y IR 1111
pIt,J#
2019.02.1
No 74021 _ �-_
05'00' i
5' S TAT E OF
o ••
'�� �` •• O R 1.. Zachary R. Priest, P.E.
�4',f-9 NAB��% Florida Organization No.Registration No. 1021
CERTIFICATION OF INDEPENDENCE
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.
i