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6�P.oduct Approval?Menu>Product or Aoolication Search>Anpiication List>Application Detail jq6
7-66,C,FL# FL28328-R1 R
Application Type Revision eEVIEE® ®"
Code Version 2017 CODE COMPLIANCE
Application Status Approved ® ��aa �/
��o L�CIE COU ® l�
Comments BOC
1 R 1�I
Archived �A� "`���GVV/
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 Zachary R.Priest
the 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.
Y. Validation Checklist-Hardcopy Received
Certificate of Independence FL28328 R1 COI BOR18003.1 2017 FBC Eval Boral Tiles final.odf
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
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquj ObYx6FhH7... 7/23/2019
Florida Building Code Online Page 2 of 3
Product Approval Method Method 1 Option D
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 tile
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL28328 Rl II-BOR18003.1 2017 FBC Eva]Boral Tiles
Approved for use outside HVHZ:Yes final.odf
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.odf
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 R1 II BOR18003.1 2017 FBC Eval Boral Tiles
Approved for use outside HVHZ:Yes final.odf
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
28328.3 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 R1 II BOR18003.1 2017 FBC Eval Boral Tiles
Approved for use outside HVHZ:Yes final.odf
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
28328.4 Galena Spanish"S"(Okeechobee) ASTM C 1492/TAS 112 type 2a,high profile concrete tile
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL28328 Rl II BOR18003.1 2017 FBC Eva]Boral Tiles
Approved for use outside HVHZ:Yes final.odf
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
FL23328 R1 AE BOR13003.1 2017 FBC Eva[Boral Tiles
Fnal,odf
Created by Independent Third Party:Yes
28328.5 Plantation(Okeechobee) ASTM C 1492[TAS 112 type 3a,flat concrete the
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 Fina].odf
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
fMLpdf
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 Rl II BOR18003.1 2017 FBC Eva]Boral Tiles
Approved for use outside HVHZ:Yes final.odf
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 Eva[Boral Tiles
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquj ObYx6FhH7... 7/23/2019
Florida Building Code Online Page 3 of 3
final.pdf
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 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
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.odf
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 RI 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
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 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:
ECIYtf M
r
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquj ObYx6FhH7... 7/23/2019
Certificate of Authorization No.29824
CREEK
17520 Edinburgh Dr
Tampa,FL 33647
TECHNICAL SERVICES, LLC (813)480-3421
EVALUATION REPORT FLORIDA BUILDING CODE C 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-Rl Page 1 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.
BOR
CREEK AL ROOFING LLC
Concrete Roof Tiles
TECHNICAL SERVICES,LLC
Enti Report No. Standard Year
Tile Roof Institute Membership Confirmation TAS 100 1995
TAS 101 1995
TAS 102&102(A) 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
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 LLC
Concrete Roof Tiles
TECHNICAL SERVICES,LLC
PRODUCT DESCRIPTION
Bermuda(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"x 10"
1-1/4'
10,
Figure 1. Bermuda
Plantation (Okeechobee)
Profile/Description: ASTM C 1492,TAS 112 Type 3a,flat 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"
-6-1/11,,
Figure 2. Plantation
BOR18003.1 FL28328-R1 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.
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 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)
NMI.HOLES
17 C OVEx1.009
UNDERLOCK
Figure 3. Saxony 900 Slate
NAIL HOLES
`� s•� k-9.32"tSl:ala�j
C"
f3` .
Figure 4.Saxony 900 Shake
SII.H(JLES
�,,
~�
Figure 5. Saxony 900 Split Shake
BOR18003.1 FL28328-R1 Page 4 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 BORAL ROOFING LLC
Concrete Roof Tiles
TECHNICAL SERVICES,LLC
Estate "S" (Okeechobee)
Profile/Description: ASTM C 1492,TAS 112 Type 1b, low profile, interlocking,class III concrete roof tie
Allowable Applications: For mechanically fastened(direct deck or batten),mortar set or adhesive set applications
Dimensions: 16-1/2"x 13"
Nail Holes
•
ISI/z
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"
NaN holes
t" B
oveflo&
21fa"
f7"
Undwilack
131
t
t
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 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
j1 Concrete Roof Tiles
TECHNICAL SERVICES,LLC
Barcelona 900 (Lake Wales)
Profile/Description: ASTM C 1492,TAS 112 Type la, high profile,interlocking,class III, 'S'shaped concrete
roof file
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
ONIERLOCK
3 518
a �7
v
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 the
Allowable Applications: For mechanically fastened(direct deck), mortar set or adhesive set applications
Dimensions: 17"x 10"x 2.7"
Fastener Holes
/^
\ - 10"
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.
GREEK BORAL ROOFING LLC
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 2-27/32"
Fastener Holes
17"
9-314"
Figure 10.Spanish "S" Nuevo
APPLICATION METHOD
x s
OR,
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.
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.
BOR
GREEK AL ROOFING LLC
Concrete Roof Tiles
TECHNICAL SERVICES, LLC
Data for Aft"W ent Catcutat�pns for Direct"to Deck ApplIcations
-C
Komina[Weight(W}and estortng Mamentsdue to Gravity Mg(ft Ibf}
D � Mulfiptlers
Roo#Tie lmenstons��xvS) A ��fta} � Direct Deck
DlrecDje/ck r
itcatlo
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 11.5 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" 8.95 1.417 0.8125 0.233 5.93 5.83 5.70 5.56 5.39
Nuevo
3 , Data for Attachment Ca[culat�onsfor Battze
en Appt�cations
45
Aerodynamic Restonn [fAoittens due to Gran► M (#t Ib
NominatWelght(W}and Mult<ptters ' t
�? �. �Dimensions(I x w) � � 4 Direct Deck «
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 11.5 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-R1 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.
BOR
CREEK AL ROOFING LLC
Concrete Roof Tiles
TECHNICAL SERVICES, LLC
€ .fi ash ,-k c €
Attachment Res�stanee Expressed asoma Nfom nt'ql'mechanicalty Fastened Appircafifans,
�r
uRoof Tle� _ 5 Direct.Deck Dlrect Deck
Type Coultt Size z Shank Clip (min 15132 :(min 19/32" BIT
attens
rvr. ... _.u .,Fs pCywood} 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 48 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 Nail 1 10d Smooth 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"S"2, 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
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 FL29328-R1 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.
BORAL
AL ROOFING LLC
Concrete Roof Tiles
TECHNICAL SERVICES,LLC
Attachlment ResEs ance ExprQssed as a Momentfor MectEanicatlyFFastenedA' Ida WWI.
7.
Fastener BMs(#t I4
RoofTtle 94 � - Dlreei Deets Dfrect Dectc
Type ,'Count ��rSize k Shank 'Cfips��� �fnm 15/32" (m1n�19/32° Battens
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
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,
Galena or Screw 2 #8 N/A N/A 43.2 43.2 29.8
Spanish"S" Nail 1 10d Smooth Field 23.1 23.1 19.0
Nuevo or Screw
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"tile 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.
x
f Attachmellit Resistance Expressed as'a Moment fog Atlhesi�e or MorEar Set
` x �{�' � Patldy� average Padtly Me(ft Iti '
Roof Ti[e AdEtestve Product Approval Coutjt„ Welght.(grams)
Dow Chemical TILE BONDTM NOA 16-0222.01 2 13.9 31.3
Bermuda, 2 8 31.3
Planation and ICP Adhesives Polyset AH-160 NOA 17-0322.03 1 24 40.4
Saxony 900
1 45 118.9
2 8 59.0'
DAP Foam Inc.Touch N'Seal® NOA 17-0829.12 1 24 45
Saxony 900 Storm Bond TM 2 Two-Component
1 45 93
Premix Marbletite, Inc.TILE-TITE NOA 17-1016.07 N/A N/A 43.9
Dow Chemical TILE BONDTm NOA 16-0222.01 2 11.4 26.1
2 8 26.1
Estate"S"or ICP Adhesives Polyset AH-160 NOA 17-0322.03 1 24 45.5
Villa 900
1 54 86.61
Premix Marbletite, Inc.TILE-TITE NOA 17-1016.07 N/A N/A 20.6
2 8 55
Villa 900 DAP Foam Inc.Touch N'Seal® NOA 17-0829.12 1 30 40
Storm Bond TM 2 Two-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 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.
BORAL ROOFING LLC
CREEK Concrete Roof Tiles
TECHNICAL SERVICES,LLC
Ax k"1MW
.05g#,ff ro
1ttach ,„-men °Resistance Expressed FIs a liomenfdl`AdhestVer l�OrtaF Sef
Itaof bite Ac)heslve � Pry iuct£Approval' Paddy Average Paddy t (ft IR
.�
!Y
Dow Chemical TILE BONDTm 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
2 8 66.0
Barcelona 900 DAP Foam Inc.Touch N'Seal@ NOA 17-0829.12 1 30 63
Storm Bond TM 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
Manufactured in Okeechobee, FL
7
OR
C-1 a A
BOR18003.1 FL28328-R1 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.
BOR
GREEK AL ROOFING LLC
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, FRSAfTRI 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).
:. 50
SQ 50
WEATHERING REGIONS
t r NEGLIGIBLE WEATHERING
FMODERATE WEATHERING
�•.•_.
; SEVERE WEATHERING
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R Priest P.E. have demonstrated compliance with the Florida Building
Code, 6'h Edition(2017)as evidenced in the referenced documents submitted by the named manufacturer.
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No 74021 9 10.10.22
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STATE OF �
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O R1 Zachary R. Priest, P.E.
�N A` ;; Florida Registration No.74021
�r�►���ii�►��� Organization No.ANE9641
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-R1 Page 12 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.