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HomeMy WebLinkAboutPRODUCT APPROVAL ROOFING TILES i.. .X�._�i.7`«a 4.�. .—...rr.�.��Cu-'"S.z.L-�...c.'_-..s r..<_'3' d. a.'.:•�"4,�.'��`♦ '�v"�i�"f. BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search ' ,Product Approval >1 USER: Public User RECEIVED Product Approval Menu> Product or ARRlication Search>ARREgation List>Application Detail ` -'` AUG 3 0 2021 FL# FL7849-R13 Application Type Il�� Co ion St,6u_gi®Cednty f'or tt n Code Version '0 ml-1 Application Status Approved eiEWEK) *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by Fe POC and/or the Commission if necessary. Comments CODE COMPLIANCE Archived ST. LUCIE COUNT Product Manufacturer (( B®CC r0A coral Roofing Address/Phone/Email Or' `" r 5575 Irvine Center Drive Suite 100 Irvine, CA 92618 (801) 380-6091 / RobinAnderson@boral.com Authorized Signature Anderson Robin RobinAnderson@boral.com Technical Representative Robin Anderson Address/Phone/Email 10701 So. River Front Parkway Suite 300 9)z So.Jordan, UT 84095 (801) 380380-6091 robinanderson@boral.com V-D Quality Assurance Representative Robin Anderson Address/Phone/Email 7575 Irvine Center Dr. #100 Irvine,CA 92618(801) 380-6091 robinanderson@boral.com Category Roofing Subcategory Roofing Tiles Compliance Method Evaluation Report from a Product Evaluation Entity Evaluation Entity IAPMO Uniform Evaluation Services LLC. Quality Assurance Entity QAI Laboratories Quality Assurance Contract Expiration Date 12/31/2025 Validated By Gary W. Walker Validation Checklist- Hardcopy Received Certificate of Independence FL7849 R13 COI IAPMO Uniform ES-Certificate of Independence.pdf Referenced Standard and Year(of Standard) Standard Year ASTM C1492 2009 ASTM E108 2016 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option C Date Submitted 11/09/2020 Date Validated 11/10/2020 Date Pending FBC Approval Date Approved 11/18/2020 Date Revised 02/15/2021 Summary of Products Go to Page 0 0 0 Page 2/2 0 0 --------------- `FL# !Modell,Number or Name Description j 7849.21 _ Saxony 900 - ;Flat Profile-Okeechobee, FL _^J- Limits of Use IInstallation Instructions - i Approved for use in HVHZ: No I FL7849 R13 II EBS-Installation.pdf Approved for use outside HVHZ:Yes ' FL7849 R13 II Florida High Wind Tile Installation Manual -6th Impact Resistant: N/A j Edition.pdf Design Pressure: N/A j Verified By: IAPMO Uniform Evaluation Services LLC. Other: ! Created by Independent Third Party: {Evaluation Reports i FL7849 R13 AE LIES ER-412.pdf 17849.22 !Saxony 900- Hartford Slate,Shake, !Flat Profile-Stockton,CA I Slate,Country Slate&Split Old ;English Thatch Limits of Use {Installation Instructions j Approved for use In HVHZ: No I FL7849 R13 II EBS-Instalition.pdf Approved for use outside HVHZ:Yes j FL7849 R13 II Florida High Wind Tile Installation Manual -6th i Impact Resistant: N/A j Edition.p.2 { Design Pressure: N/A I Verified By: Gary W. Walker 40455 Other: I Created by Independent Third Party: Yes }Evaluation Reports FL7849 R13 AE UES ER-412.pdf - — ----- 7849.23 (Saxony 900-Shake&Slate !Flat Profile-Lathrop,CA _ Limits of Use FInstallation Instructions Approved for use in HVHZ: No ! FL7849 R13 II EBS-Installtion.pdf j ! Approved for use outside HVHZ:Yes ; FL7849 R13 II Florida High Wind Tile Installation Manual -6th i I Impact Resistant: N/A I Edition.pdf I Design Pressure: N/A Verified By: Gary W. Walker 40455 Other: i Created by Independent Third Party: Yes ' IEvaluation Reports { { FL7849 R13 AE UES ER-412.pdf 7849.24 !Saxony 900-Shake,Slate&Country FFlat Profile-Henderson, NV - - _ j slate _- lLimits of Use !Installation Instructions iApproved for use in HVHZ: No i FL7849 R13 II EBS-Instalition.pdf Approved for use outside HVHZ:Yes 1 FL7849 R13 II Florida High Wind Tile Installation Manual -6th i Impact Resistant: N/A Edition.pdf Design Pressure: N/A : Verified By: Gary W. Walker 40455 Other: Created by Independent Third Party: Yes Evaluation Reports FL7849 R13 AE LIES ER-412.pdf 7849.25 Saxony 900-Shake, Slate, Split Flat Profile-Lake Wales,FL SShake&Country Slate !Limits of Use (Installation Instructions Approved for use in HVHZ: No FL7849 R13 II EBS-Installtion.pdf Approved for use outside HVHZ:Yes ! FL7849 R13 II Florida High Wind Tile Installation Manual -6th Impact Resistant: N/A !Edition.pdf ' Design Pressure: N/A I Verified Gary W. Walker 40455 Other: j Created by Independent Third Party: Yes !Evaluation Reports j FL7849 R13 AE LIES ER-412.pdf _ 17849~ 26 (Saxony 900-Slate,Shake&Country Flat Profile-Rialto,CA - - - `__ Shake Limits of Use Installation Instructions i Approved for use in HVHZ: No j FL7849 R13 II EBS-Instalition.pdf Approved for use outside HVHZ:Yes i FL7849 R13 II Florida High Wind Tile Installation Manual-6th I Impact Resistant: N/A I Edition.pdf I Design Pressure: N/A i Verified By: Gary W. Walker 40455 Other: I Created by Independent Third Party: Yes I !Evaluation Reports FL7849 R13 AE LIES ER-412.pdf 17849.27 17ejas Espana/Barcelona ;High Profile-Katy,TX Limits of Use j Installation Instructions Approved for use in HVHZ: No ( FL7849 R13 II EBS-Installation.pdf Approved for use outside HVHZ:Yes FL7849 R13 II Florida High Wind Tile Installation Manual -6th Impact Resistant: N/A Edition.pdf Design Pressure: N/A Verified By: IAPMO Uniform Evaluation Services LLC. Other: Created by Independent Third Party: ;Evaluation Reports ( FL7849 R13 AE UES ER-412.pdf 7849.28_ ;Villa ,Low Profile-Katy,TX _-..._..-.__. ._..-- .._. ._--_l.- Limits of Use !Installation Instructions i Approved for use in HVHZ: No FL7849 R13 II EBS-Installation.pdf Approved for use outside HVHZ:Yes i FL7849 R13 II Florida High Wind Tile Installation Manua! -6th i Impact Resistant: N/A Edition.pdf j Design Pressure: N/A Verified By: IAPMO Uniform Evaluation Services LLC. Other: Created by Independent Third Party: 'Evaluation Reports j FL7849 R13 AE UES ER-412.pdf :7849.29 IVilla j Low Profile- Phoenix,AZ _ !Limits s of Use !Installation Instructions I Approved for use in HVHZ: No ; FL7849 R13 II EBS-Installation.pdf Approved for use outside HVHZ:Yes ; FL7849 R13 II Florida High Wind Tile Installation Manual-6th Impact Resistant: N/A ;Edition.pdf Design Pressure: N/A j Verified By: IAPMO Uniform Evaluation Services LLC. j Other: Created by Independent Third Party: Evaluation Reports FL7849 R13 AE UES ER-412.pdf 1784 309 309 — _ LVilla 600&900` I Low Profile-Rialto,CA !Limits of Use 'Installation Instructions Approved for use in HVHZ: No FL7849 R13 II EBS-Instalition.pdf Approved for use outside HVHZ:Yes I FL7849 R13 II Florida High Wind Tile Installation Manual -6th i Impact Resistant: N/A ;Edition.pdf. Design Pressure: N/A ; Verified By: Gary W.Walker 40455 Other: ; Created by Independent Third Party: Yes Evaluation Reports ? FL7849 R13 AE UES ER-412.pdf 7849r-- 31-- - '~Mlla 600&900 ;Low Profile-Stockton, CA -_ Limits of Use ;Installation Instructions — Approved for use in HVHZ: No j FL7849 R13 II EBS-Installtion.pdf Approved for use outside HVHZ:Yes I FL7849 R13 II Florida High Wind Tile Installation Manual -6th Impact Resistant: N/A j Edition.pdf Design Pressure: N/A ! Verified By: Gary W. Walker 40455 Other: j Created by Independent Third Party:Yes {Evaluation Reports _ } FL7849 R13 AE UES ER-412.adf 7849.32 'Villa 900 ;Low Profile_Lake Wales, FL�-" Limits s of Use !Installation Instructions Approved for use in HVHZ: No ! FL7849 R13 II EBS-Installtion.pdf Approved for use outside HVHZ:Yes FL7849 R13 II Florida High Wind Tile Installation Manua! -6th 1 Impact Resistant: N/A Edition.pdf Design Pressure: N/A i Verified By: Gary W. Walker 40455 Other: ! Created by Independent Third Party: Yes +Evaluation Reports { FL7849 R13 AE UES ER-412.pdf 17849.33 -- - ;Villa 900 !Low Profile-Stockton, CA -- f—_--- -- ;Limits of Use - jInstallation Instructions Approved for use in HVHZ: No I FL7849 R13 II EBS-Installation.pdf ( Approved for use outside HVHZ:Yes 1 FL7849 R13 II Florida High Wind Tile Installation Manual -6th I I Impact Resistant: N/A �Edition.pdf ! Design Pressure: N/A 1 Verified By: ICC Evaluation Service, LLC Other: { Created by Independent Third Party: i Evaluation Reports FL7849 R13 AE UES ER-412.pdf 5849.34 _ f Villa 900 !Low Profile-Denver,CO !Limits of Use {Installation Instructions Approved for use in HVHZ: No j FL7849 R13 II EBS-Installation.pdf ( Approved for use outside HVHZ:Yes FL7849 R13 II Florida High Wind Tile Installation Manual -6th Impact Resistant: N/A j Edition.pdf I Design Pressure: N/A j Verified By: IAPMO Uniform Evaluation Services LLC.it i Other: ! Created by Independent Third Party: Evaluation Reports FL7849 R13 AE UES ER-412.pdf j 7849.35 !Villa Impact — ;Low Profile-Denve_r,CO _ ^- y I Limits of Use 4nstallation Instructions Approved for use in HVHZ: No FL7849 R13 II EBS-Instailation.pdf Approved for use outside HVHZ:Yes FL7849 R13 II Florida High Wind Tile Installation Manual-6th i Impact Resistant: N/A Edition.pdf Design Pressure, N/A Verified By: IAPMO Uniform Evaluation Services LLC. ! Other: Created by Independent Third Party: 'Evaluation Reports j FL7849 R13 AE UES ER-412.pdf Go to Page � v----l-^----_ 4) 0 Page 2/2 8aei: 3�ert Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.CQpyrght 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: Credit Card <` t Originally Issued: 0713112016 Revised: 08/21/2020 Valid Through: 0713112021 BORAL R'OOMG 3.0 PRODUCT USE 7575 T Mne Center Drive,Sufte 100 Irvine,California 92618 3.1 General: Boral Roofing Concrete Roof Tiles shall be (949)756-1605 used as a roof covering in accordance with IBC Section TAVW.bQ raslLaerrnM.e0M 1503 or IRC Section 903,as applicable. CONCRETE ROOF TELIES 3.2 Installation: C81 Section: 3.2.1 Installation when Installed in accordance with the 07 3216 Concrete Roof Tiles requirements of the 2018 IBC or IRC: Boral Concrete Roof Tile shall be installed in accordance with 2018 IBC 1.0 RECOGNITION Roof 1507.3 or 2018 IRC Section R905.3,including the Boral Roofing Concrete Roof Tiles recognized in this report attachment requirements of 2018 IBC Section 1507.3.7 or have been evaluated for use as concrete roof tiles. The 2018 IRC Section R905.3.7, as applicable. Underlayment weather resistance, wind uplift resistance and fire shall conform to 2018 IBC Section 1507.1.1 or 2018 IRC classification properties of the mof tiles comply with the Section R905.1.1 intent of the provisions of the following codes and regulations: Inallation when the 2015 201 Zo09 or 80061[BC or IRC is applicable: Boral Concrete Roof Tile shall be a 2018, 2015, 2012, 2009, and 2006 International fastened in accordance with The Concrete and Clay Roof Building Code° (IBC) Tile Installation Manual for Moderate Climate Regions, 0 2018, 2015, 2012, 2009, and 2006 International dated July 2015,published by the Tile Roofing Institute and Residential Code's(IRC) the Western States Roofing Contractors Association, and 0 2019 California Building Code(CBC)—Supplement this report., The TRI manual is available for download attached attached to ER 2015 from the UES website at 0 2019 California Residential Code (CRC) — www.unifot_rn-es.ora. The Concrete Roof Tile shall be Supplement attached attached to the roof structure based on the applicable code 0 2020 Florida Building Code, Building (FBC, and criteria for applicability as noted in Table 1 of this Building)—Supplement attached report. 0 2020 Florida Building Code, Residential (FBC, TABLE 1—ATTACHMENT DESIGN Residential)—Supplement attached Applicable Design Code Criteria for Applicability Infonnation 2.0 LIlMTATIONS Location Ultimate Design Wind le Use of the Boral Roofing Concrete Roof Tiles recognized 2015 or zoi2 Speeds Roof <_ e MPH RoofTio g sid i � 18C and MeanRoof Height 5 60 � Installation this report is subject to the following limitations: I feet Manual&Table 2009 or 2006 Basic wind Speed(3 see 1507.3.7 of the .2.1 The roof tiles shall be manufactured, identified and IBC gust)<_100 mph and Mean applicable IBC installed in accordance with this report and the applicable Roof Hei ht560feet code.In the event of a conflict this report governs. 2015,2012. Roof Tile p g 2009 or 2006 Mean Roof Height 5 40 feet Installation 2.2 Boral Roofing"concrete roof tile shall be installed on MC Ma R9 5.3.7 t,an roof slopes of 21/2 units vertical in 12 units horizontal(21- For 51:1 foot—305 mm,1 mph=1.6 mis percent slope)or greater,"IBC Section 1507.3.2. 3.4 Anchoring: Boral Concrete Roof tile may be anchored 2.3 The supporting structure shall be designed to support the by mortar in accordance with the applicable building code toads and is beyond the scope of this report. and,where permitted,the TRI Manual or adhesively attached 2.4 The oncrete Roof Tiles recognized in this report are in accordance with the adhesive manufacturer's research produced n Lake Wales,FL;Brookshire,TX;Phoenix,AZ; report issued by an approved evaluation service agency. Henderso , NV; Okeechobee, FL, Rialto, CA; French Camp, CA; Henderson,CO and Lathrop,CA; Tables 2 A through 21 describe the tiles produced at each location. (JX 6 The product described In this Uniform bbatuatlon Servira(Usa)Report has been evaluated as an aRamafAw mate dal,design ormathod of consfrucilon In order to satlsfyand comply VVE ive the Intent offhe provision ofthe code,as noted to this rapod,and forettand oq dvalance to that prescribed to the cads fn quafity,strength,efiaeiiioness,fire resiatanc%dorab* and safety,as appNwblo,In acaordanca with is Secdan 104.1 t.This dominant shall only be rewrodueadIn its entrmly. Copyright 02o2o bylntamsuanat Association ofnumbiru and Mechanical Officials.All rights rasenrad.Pdntod In the United States, Ph;1-877-41ESRPT•Fax:909.4724471 a web:mw4 unlfomHeo,oM•476S East Phliadelphla Streat.Ontado,Celfrcmra 9t761,2ate—USA It>!�ClxtS Page 1 of 7 It W-11,14 Originally issued: 07/3112015 Revised: 08/21/2020 Nand Through: 07/3112021 4.0 PRODUCT DESCRIPTION 7.0 STATEMENT OF RECOGNITION Boral Roofing Concrete Roof Tiles comply with ASTM This evaluation report describes the results of research C1492 as required by Section 1507.3.5 of the IBC.The roof carried out by IAPMO Uniform Evaluation Service on Boral tiles are described by model, weight, dimensions, and the Roofing Concrete Roof Tiles to assess conformance to the factor in Tables 2 A through 21,for each of the production codes shown in Section 1.0 of this report and serves as locations listed in Section 2A of this report.When installed documentation of the product certification. Products are in accordance with this report on minimum 15/32 inch duck manufactured at locations noted in Section 2.4 of this report (12 mm)plywood solid sheathing or non-combustible decks, under a quality control program with periodic inspection the assembly incorporating the roof tiles achieve an ASTM under the supervision ofIAPMO UES. E108 Class A rating per Section 1505.2 of the IBC and Section R902.1 of the 1RC, as applicable. Roof classifications for adhesively attached systems sliall be in accordance with the adhesive manufacturer's approved research report. 5.0 IDENTMCATION BAan Gerber,P.E.,S.E. Vice President,Technical Operations Uniform Evaluation Service Shipping pallets are identified with the report holder's name (Boral Roofing), manufacturing address, product `' r name,installed weight,inspection agency,and evaluation' fijt�` i�s report number(ER-412). The Cedarlite 600,Madera 700 Richard Beck,Pl, Ego,MCP and Madera 900 tiles are imprinted on the top side of each Vice President,Uniform Evaluation Service file with an"M",all other filed tiles are imprinted with the name $oral , `Boral Lifedle , Monierlifetile , or the Boral Roofing,or MonierLifetile or"Vostile"or logo.The GP Rnss Chan y identification includes the IAPMO Uniform Evaluation CEO,The IA.PMO Group Service Mark of Conformity. Either Mark of Conformity be used as Shown below: For additional information about this evaluation report please visit maybe tvA uli fto-ess.ora or email us at 9nfo0unii'orm-as.= 1ApM0 or UES ES YAPMO UES ER412 6.0 SUBSTANTIATING DATA Data in accordance with ICC ES AC180, dated February 2012 (editorially revised March 2019), manufacturer's descriptive literature and installation instructions. Test reports are from laboratories in compliance with ISOABC 17025. Page 2of7 ks uo-a�= af a < c Originally Issued: 0713112015 Revised: 08/21/2020 Valid Through: 0713V2021 Table 2 A-Tiles Manufactured at Denver(Henderson),CO Installed D IDimemsions� rY Tile Factor 'file Weight' inch (0) Length X Width TF(f ) Ratio} Saxony-Shake,Slate,Country 9.6 17 X 13 11568 11115 Slate S lit Old English Thatch Saxon -lawact 10.5 17 X 13 1.568 1.115 Villa 900 9,0 17 X 13 1.503 -1.068 villa-1m act 10.1 17 X 13 1,503 1.068 For 5I:1 inch=25,4 unn,I psf=4.88 I%W Table 2 B-Tiles Manufactured at Henderson,NV Installed D Dhnemsions= r9 'Tile Factor Tile Weight' inch (psf) Length X Width TF(V) Ratio 1 Es 'a/Barcelona 9.0 17 X 12% 1.470 1,045 Saxony 900-Shake,Slate, 9.1 17 X 13 1.533 1.090 country Slate For BI:1 inch=25.4 mm,1 psf-4.88 2tg/0 Table 2 C-Tiles Manufactured at Katy(Brookshire),TX Installed D Dimemsione Dry Tile Factor Tile Weightt inch (psi Length X Width TF(i}3) Ratio I Barcelona-ltn act 10.3 I6'/X 13 1.444 1.027 Saxony-Country Shake,Country Slate,Country Split Shake,English 10.3 16th X 13 1.392 0.989 Thatch Saxony act 10,5 16'/Z X 13 1.392 0.989 Saxon -Shake,Slate 10.3 16%X13 1.392 0.989 Teas E -a/Barcelona 9.0 16'/z X 13 1.407 1.000 Villa 9.0 16'/2X 13 1,407 1.000 For Sb 1 inch-25.4 mm,1 psf=4.88 kg/m= NOTES TO TABLES: 1. Used on a 3-inch head-lap. 2, Nominal dimension. Page 3 of 7 r ' Originally Issued: 07/31/2015 Revised: 08/21/2020 Valid Through: 07121/2021 Table 2 ID-Tiles Manufactured at Lake Wales,FL Installed Dry Dimemsione Tile Factor Tile Weights inch (pso Length X Width TF(ft3) Ratio s Barcelona 900 9.5 17 X 13 1.525 1.084 Saxony 900—Shake,Slate,Split Shake Country Slate 9.5 17 X 13 1.545 1.098 -Spanish"S'Nuevo 9.9 17X93/4 1.144 0.913 Villa 900 9.2 17 X 13 1.533 1.090 For Sl:1 inch=25.4 mm,1 psf=4.88 kg/m, Table 2 E-Tiles Manufactured at Lathrop,CA Installed Dry 1DunemsionO Tile Factor Tile Weight, (inch (psf) Length X Width TF(ft3) Ratio' Barcelona 900 9.3 17 X 13 1.509 1.073 Saxony 900—Shake Slate 93 J 17 X 13 1 1.533 1.090 For SL:1 inch-25.4 mm,1 psf=4.88 lcgle Table 2 F-Tiles Manufactured at Phoenix,AZ Installed Dry Dhtnertisions2 Tile Factor Tile Weights (inch) (psf) Length X Width TF(ft3) Ratio t NGssion S/Barcelona 10.3 16%X 13 1.494 1.062 Saxon —Shake Slate 9.5 16'/Z X 13 1.494 1.062 Villa 9.0 16%X 13 1 1.407 1.000 For Sl:1 inch=25.4 mm,1 psf=4.88 kg/m= Table 2 O-Tiles Manufactured at Okeechobee,FL Installed Dry Dimemsions' Tile Factor Tile Weights inch (psf) Length X Width TF(ft3) Ratio 1 Bermuda 12.44 16,18 X 10'/8 1.036 0.736 Estate"S" 7.9 1 16'/2 X 13 1.417 1.007 Galena Spanish"S" 9.3 17 X 10 1.144 0.831 Plantation 10.4 16'/a X 13 1.426 1.014 saxwy 900 9.3 17 X 13 1 1.533 1 1.090 For ST:1 inch=25.4 mm,1 psf=4.881cg/m- NOTES TO TABLES: 1. Used on a 3-inch head-lap. 2. Nominal dimension. Page 4 of 7 w , ifa�y MR n .. INA Originally Issued: 07/3112015 Revised: 08/21/2020 Valid Through: 07131/2021 Table 2 H-Tiles Manufactured at Rialto,CA Installed Dry Dimemsionsz Tile Factor Tile weight' inch (psf) Length X Width TF(ft3) Ratio Es /Barcelona 9.0 17 X 123/s 1.454 1.033 Es a6a 600/Barcelona 600 5.9 17 X 123/a 1.454 1.033 Saxony 600-State,Shake,Split 5.9 17 X 13 1.533 1.090 Shake Saxony 700-Slate,Shake,Split Shako 7.1 17 X 13 1.533 1.090 Saxony 900-Slate,Shake,Country 9 3 17 X 13 1.533 1.090 $hake Villa 600 5.8 17 X 13 1.494 1.061 Villa 900 9.0 17X13, 1.494 1 1.061 For SIs l inch=25A mm.i psf=4.88 k8w Table 2 I-Tiles Manufactured at Stockton(French Camp),CA Installed Dry Dimemslone File Factor Tile Weightt inch (pst) Length X Width TF(ft3) Ratio I Cedarlite 600 5.9 13'/z X 13 0.942 0.673 Madera 700 7.2 13%X 13 0.947 0.673 Madera 900 9.5 13%z X 13 0.947 0.673 Saxon 600-Slate.Shake Split Shake 5.7 17 X 13 1.525 1.084 Saxon 700-Slate Shake Split Shake 7.2 17 X 13 1.525 1.084 Saxony 900-Hartford Slate,Shake, 9.1 17 X 13 1.533 1.090 Slate,Coma Slate Sp2nX 900-Split Old English Thatch 9.8 17 X 13 1.525 1.084 Villa 600 6.0 17 X 13 1.494 1.115 Villa 900 9.3 17 X 13 1.494 1.l l5 For SI:1 inch=25A ttan,l psf=4.88 kg/m2 NOTES TO TABLES: 1. Used on a 3-inch head-lap. 2. Nominal dimension. Page 5 of 7 fn Originally Issued: 0713112015 Revised; 08121/2020 Valid Through: 07/3112021 CALIFORNIA SUPPL MNT 2.4 Boral Roofing concrete roof tiles used on structures regulated by the Division ofthe State Architect or the Office BORAL R®GFING of Statewide Planning and Development are subject to 7575 Irvine Center Drive,Suite 100 installation provisions in CBC Section 1513. Ha-nine,California 92618 (949)756-:1605 For additional information about this evaluation report please visit 2 .boiralamer lwxom ww.uniform•es.ora or email us at in&&unlform-es.org CONCRETE ROOF` ELEs CSI Section; 07 3216 Concrete Roof Tiles 1.0 RECOGNITION The Boral Concrete Roof Tiles evaluated in IAPMO UES ER 412 is a satisfactory alternative to the following codes and regulations: 0 2019 California Building Code(CBC) © 2019 California Residential Code(CRC) - 2.0 PRODUCT USE 2.1 The Boral Roofing concrete roof tiles may be used as a Class A, B, or C roof covering systems complying with Sections 1505.1.1 of the CBC or R902.1.1 of the CRC; Sections 1505.1.2 of the CBC or R902.1.2 of the CRC; or Sections 1505.1.3 of the CBC or R902.1.3 of the CRC, respectively. The design and installation of the Boral Roofing concrete roof tiles shall be in accordance with Sections 1507.3.10 and 1513 CBC or Section 905.3 of the CRC,as applicable,and ER-412. 2.2 Roof Tiles shall be installed in accordance with Sections 3.0 and 4.0 of ER-412 except, where the building official requires conformance to the CBC or CRC,the following shall be substituted: 2.M Underlayment shall conform with CBC Section 1507.1.1 or CRC Section 905.1.1. 2.2.2 Attachment of the concrete roof tiles shall be designed to resist wind loads according to CBC Sections 1507.3.7 and 1609.5 or CRC Section 905.3,as applicable. 2.3 Boral Roofing concrete roof tiles may be used in"new buildings located in any Fire Hazard Severity Zone or any Wildland-Urban Interface Fire Area designated by the enforcing agency constructed after the application date shall comply with the provisions" in accordance with Sections 701A.3 and 705A of the CBC,or Sections R337.1.3.1 and R337.5 of the CRC, as applicable, and with the IBC as presented in ER-412. Page 6 of 7 ° r t ...... -....�< . x , " OrlgInaffy Issued: 07/31/2015 Revised: 08121/2020 !Valid Through: 07/3112021 FLORIDA SU P'PLEARNT loads shall be in accordance with Section 1609.5 of the FBC, Building or Section R301.2.1 of the FBC,Residential, as BORALr ROGMG applicable. 7575 Irvil;ae Center Drive,Suite 100 Wne,California 92618 For additional information about this walautlon report please visit (949)756-1605 n s untformres.or�or mail us at to houn'orm-eg os atm®raial�ael�ea,eoima CONCRETE ROOF TILES CSI Section: 07 3216 Concrete Roof Tiles 1.0 RECOGNITION The Boral Roofing concrete roof tiles evaluated in IAPMO UES ER-412 is a satisfactory alternative to the following codes and regulations: 0 2020 Florida Building Code, Building (FBC, Building) o 2020 Florida Building Code, Residential (FBC, Residential) 2.0 MUTATIONS 2.1 Verification shall be provided that a quality assurance agency audits the manufacturers quality assurance program and audits the production quality of products,In accordance with Section(5)(d)of Florida Rule 61 G20-3.008.The quality assurance agency shall be approved by the Commission(or the building official when the report holder does not possess an approval by the Commission). 2.2 Evaluation to the high velocity hurricane zone provisions in Section 1512 of the FBC, Building and Chapter 44 of the FBC,Residential is beyond the scope of this report. 3.0 PRODUCT USE The design and installation of the Boral Roofing concrete roof tiles shall be in accordance with the 2018 International Building Code and-the 2018 International Residential Code, as applicable, as noted in BR-412. From FBC, Building Section 1507.3 and FBC,Residential Section R905.3 states that the installation of the Boral Roofing concrete roof tiles "shall be in accordance with the requirements of the FRSA/TRi Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition where the Vayd is determined in accordance with" FBC, Building Section 1609.3.1, FBC-Residential Section R301.2.1.3, or the recommendations of RAS 118, 119 or 120. Load combinations shall be in accordance with Sections 1605.2 or 1605.3 of the FBC,Building,as applicable.Design wind Page 7 of 7