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Home My WebLink AboutAPPROVED boral noa 2020 codeFlorida Building Code Online Page 1 of 5 Professionalrrt.r _aE ME l' —' Log In Veer Aeglstratlon Hot Talik'% SUbrnkt Surcharge St31s rx ratt6. PIrblKatlon5 C,"h [ us 3e15 Siir Mnp I Irkks 7r_ -l' db i eProduct Approval :� USER. P;abHr tker I!Mdur- nr Aoolirailon 5FULM > AMlcatlon Lai , APPllcntion Detail FL s! FL7849-R14 Application Type Revision Code Version 2020 Application Status Applied For Comments Archived Product Manufacturer Boral Roofing Address/Phone/Small 7575 Irvine Center pave Suite 100 Irvine, CA 92618 (801)380 6091 Robi nAnderson@Uardl.cam Authorized Signature Anderson Robin Robin Anderson $boral .com Technical Representative Robin Anderson AddresQPhone/Emall 10701 So. River Front Parkway Suite 300 So. Jordan, UT 84095 (801)38o-509t robs na nderson 0 boral.com Quality A,is.irance Representative Robin Anderson AddreSVPhone/Emai€ 7575Irvine CF-mrerDr VI00 Trvine, CA 92613 (801) 380-6o91 robina nderson@ bora Lcom Category Rcofing Subcategory Roofilly Tires Compliance Method Evaluation Report from a Product Fvaivation Entity Evaluation Entity IAPMO Uniform Evaluation Services LLC. Quality Assurance Entity QAT LaUoratories Quality Assurance Contract Expiration Date 12/31/202S Val,dated By Gary W. Walker Validdhon Checklist - Mardcopy Received Certificate (iP Independence 1`1_7944 R-14 rf:Q1 L ApEo Uf-,IICFrT. U - C_ tificatc o jpdgpejjSjenrw.rl It Referenced Standard and Year (of Standard) Standard year A5TM C1492 2009 ASTM E108 2016 Equivalence of Product Standards Certifii:cl By Sections from the Code https:llwww.floridal)uilding.orglprlpr app dtl.aspx?param=WGEVXQ,AlDgt04mGNBAA... 3/22/2021 Florida Building Code Online PrOdUct Approval Method Method 1 Option C Date Submitted 0211512021 Date Validated Summary of Products GO to Page = 0 Page 2 of 5 00 Page l/200 FL a Model, Number or Name Description 7849.1 Barcelona - impact High Profile - Katy, TX Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Installation Instructions FL7849 R141I-EBS-ins[il[ df FL7049 R14 l] Florida M'gh Wind Tile I 't 0 =np 6th Edition odf Venfled By: IAPMO Uniform Evaluation Services LLC. Created by Independent Third Party: Evaluation Reports _I EL7Q49_ it.14 AE Ur5 E3'412.94j 7849.2 Barcelona 900 High Profile Lake Wales, FL Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistam N/A Installation instructions FL7849 R/4 II 05-huitalltion.odf FL7a4g R14 •7 Fb Id Hlgil WI d Til I u M Sib Edition.odF Design Pressure: N/A Other: Verified By: IAPMO Uniform Evaluation Services LLC. Created by Independent Third Parry: Evaluation Reports 1`L784�R14 AE UES E�412 crtlf 7849.3 Barcelona9o0 High Profile - Lathrop, CA Limits of Use Installation Instructions Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: FL7849 R14 II IFFIS-Instalitlon,odf FL7849 R14 11 Florida Wall Wind Tile lnstailation Manual - 6th Edition. Ddf VCMMed By: IAPMO Uniform Evaluation Services LLC. Created by Independent Third Party: Evaluation Reports FL7849 Ria AE UE5 ER-0P +lf 7849.4 Bermuda Flat Profile - Okeechobee, FL Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Installation Instructions FL7849 R14 11 EBS-Irstallatiom,cl 1`1-7849 R1M1 {I FlgrUpp-HlgjL Wind Tile Installabon Manuai 6th Ed'bon oM VenOed By: IAPMO Uniform Evaluation Services LLC. Other: Created by Independent Third Party: Evaluation Reports FL 7849 RI_4-AE UES FR 412,pd 7849.5 Cedarlite 600 Flat Praf le - Stockton, CA Limits of Use Installation Instructions Approved for use In HVHZ: No Approved for use outside HVHZ: Yes FL7849 R14 11 Cetl f t M ra nsfailetmn. ndf FL7849 R14 IT ESS-Installtip,pdf Impact Resistant: N/A Design Pressure: N/A Et 7649 R14 II Flgridg HI h Wind Tile Imitallatiol M I - 6th Editionmtlf Other: Verified By: IAPMO Uniform Evaluation Services LLC. Created by Independent Third Party: Evaluation Reports LLAL49-314AE UES EK-4u.udr 7849.6 Espana / Barcelona High Profile - Rialto, CA Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A FL7849 R14 11 EBS-Installmon.orif FL7849 R14 II Fines, Hl h W' d Tile 1 tjllimos Marlijal - 6th Edltion.odf Design Pressure: N/A Verified By: IAPMO Uniform Evaluation Services I.I.C. Other: Created by Independent Third Party: Evaluation Reports EL7849 R34-MJJES FR 4_;.9df 7849.1 Espana / Barcelona High Profile - Henderson, NV Limns of Use Installation Instructions, Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A FL7849 R14 FI EBS-lnstalltion odF FL7849 R14 D Florida Hiah Wind Tile Installatmi, Magual - 6th Fdihon odf Verified By: IAPMO Uniform Evaluation Services LLC, https://www.iloridabuilding.org/pr/pr_app dd.aspx9param=wGEVXQwtDgt04mGNBAA... 3/22/2021 Florida Building Code Online Page 3 of 5 uestgn Pressure: N/A Created by Independent Third Party: Other. Evaluation Reports FL7P49 R14 AE ULSZR_41?.Mf 7849.8 Espana 600 / Barcelona 600 High Profile - Rialto, CA Limits of Use tall Installation Instructions n ruc ion Approved for use in HVHZ: No FL Rio Iltiop.oal Improved for use Outside XV XZ: Yes Impact Resistant N/A FL7849 RI4 II Florida H'oh Wind TileIniddiJ# „�_ antral - 6ch En'for n f Verified By: IAPMO Uniform Evaluation Services L-C. Design Pressure: N/A Omer` Created by Independent Third Parry: Evaluation Reports LL?849A19 AE UEc ER412.uQ 7849.9 Estate "S" Low Profile - Okeechobee, FL Limits of Use Installation Instructions Approved for use In HVHZ: No FL7849 R14 II EB5-InsLailation.pd Approved for use outside HVHZ: Yes FL7849 R14 11 flodda High Wind Trip i t II ti M Impact Resistant: N/A bth Editle of OPressure: N/A Verified BY: IAPMO Uniform Evaluation Services LLC. Other: Created by Independent Third Party: Evaluation Reports FL/844 R19 AE ylt rk-4. edt 7649.ID Galena Spanish "S" High Profile - Okeechobee, FL Installation Instructions _ Limits of Use Approved for use in HVHZ: No FL7849 R14 Li EBS-Instaii.tion,mi Approved for use outside HVHZ: Yes FL7849 R14 II Florida Hi"Ir Wirid The Institilotigo Manual Impact Resistant N/A 4th Etllt'on odf Design Pressure: N/A Verified By: IAPMO Uniform Evaluation Services L-C. Other: Created byIndependent Third Party: Evaluator Reports FyvR49 R1{ AF UFS FR 4}�7 n,lf 7849.11 Madera - 700 & 900 Flat Profile - Stockton, CA Limits of Use Installation Instructions �- Approved for use In No FL784_�R;4 }I _(Rtlarille Mader`-JtS(al�tg0)1-312 Approved for use outsideutside HVHZ: Yes FL7849 R14 II EB5-t NE odf Impact Resistant N/A FL7849 RI4 II FI "tla H'nh W d Tile instal a[imn Man - Design Pressure: N/A bN Edif odf Other: Verified By: IAPMO Uniform Evaluation Services I.I.C. Created by Independent Third Party: Evaluation Reports IL-;M1 R14 AE IIESER-4 L2 ntlf 7849.12 Mission S / Barcelona High Profile - Phoenix, AZ Limits of Use Installation Instructions Approved for use In HVHZ: No FL7849 R14 II l B =c IR pdf Approved for use outside HVHZ: Yes FL7849 R14 II Florida High Wind Tde Installation Manual - Impact Resistant: N/A 62 Ed, I[ on udF Design Pressure: N/A Verified By: LAPMO Uniform Evaluation Services LLC. Other: Created by Independent Third Party: Evaluation Reports (.-.L.'8.t 4—Ab U07_EA-412-.2d' 7849.13 Plantation Flat Profile - Okeechobee, FL Limits of Use Installation InstruNons Approved for use in HVHZ: No FL7849 R14 II EB5-I t II uo ntlf Approved for use outside HVHZ: Yes FL7849 R14 LI Florida High Wind Tie 1 tal4all—tea! -- Impact Resistant: N/A 6th Etlition.odF Design Pressure: N/A Wilfred By: LAPMO Uniform Evaluation Services LLC. Other Created by Independent Third Party: Evaluation Reports FI 7849 RS4 AE UES Ek 4"> lhjt 7849.14 Saxony - Country Shake, Country Fiat Profile - Katy. TIC Slate, Country Split Shake, English Thatch, Impact, Shake & Slate Limits of Use Installation Instructions Approved for use in HVHZ: No FI7849 RI4 ]I Fe5-1 [ IIC df Approved for use outside HVHZ: Yes FL7849 R14 II FloHda HIOh W'nd TII t t II E M - Impact Resistant: N/A bth Editbn odf Design Pressure: N/A Verified By: IAPMD Uniform Evaluation Services LLC. Other. Created by Independent Th ird Party: Evaluation Reports %L7H49 R14— AE UFS ER-4 1 e.lecl 7849.15 Saxony - Shake & Slate Flat Profile - Phoenix, AZ htcps://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtG4mCiNBAA-.. 3/22/2021 Florida Building Code Online Page 4 of 5 u1 use Approved for use in HVHZ: No Installation Instructions Approved for use outside HVHZ: Ves FL7849 R14 I] B -Instal tQh,)Ldf fl 7849 Rio Impact Resistant: N/A q FL iia HI h tJ' d—I Installation Manual - 6ih Edltlon ➢df - OthDeser: Pressure: N/A Other: Verified By: IAPMO Uniform Evaluation Services LLC. Created b Inde pendent ependent Third Party: Evaluation Report fi?.bq9 R14 AE 11F5R-412_odf Flat Profile - Denver, CO 7849.16 Saxony - Shake, Slate, Country Slate, Split Old English Thatch & impact Limits of Use Approved for use In HVHZ: No Installation Instructions Approved for use outside HVHZ: Yes FL7849 R14 Ii EM-Insialltion.drif FL7849 R14 ILEIQtlda nloh Impact Resistant: N/A %T 1, InstallAwit _lnua_ 5113 Etll4on.odf Design Pressure: N/A Other. Verifed By: IAPMO Uniform Evaluation Services LLC. Created by Independent Third Party: Evaluation Reports [i�isr 14. AL 51�:i-EE.312.gnt 7849, t7 Saxony 600 - Slate. Shake & Split Flat Profile - Stockton, CA Shake Limits of Use Approved for use In HVHZ: No Install aton Instructions Install Approved for use outside HVHZ: Yes II BS-Ins4all`I n d4 Fi 7849 R14 t4 1 I Florida IHlph 1 id ItII Y Impact Resistant: N/A ManualRSA 6th Edit oR Otsego Pressure: N/A Other: Verified By: IAPMO Uniform Evaluation Services LLC. Created by Independent Third Party: Evaluation Reports 1,7. Ri4 M_,J-aEa-.ILL91 7849•I8 Saxony 600 - Slate, Shake & Split Flat Profile - Rialto, CA Shake Limits of Use Approved for use in HVHZ: No Ir ndidiaton Instructions FL7849 R14 II ca9-]nstaltnn Approved for use outside HVHZ: yes Impact Resistant: N/A IJdf FL7849 R14 11 Florida H h yti'ndopAt1g�M I Design Pressure: N/A Other. 6th d t df Verified By: IAPMO Uniform Evaluation Services LLC. Created by Independent Third Party: Evaluation Reports yi �49 1i14 A 'rE FR-41 odf 7849,19 Saxony 700 - Shake, Slate & Split Flat Profile Stockton, CA Shake Limits of Use Approved for use in HVHZ: No installation Installation Instructions Instructions ionR14 Approved for use Outside HVHZ: Yes it r .,nr FL7FL7849 R14 Il FI 'EDS- HI h W' - FL784 Impact Resistant: N/A trod odf Design Pressure: N/A Other: Verified By: IAPMO Uniform Evaluation Services LLC. Created by independent Third Party: Evaluation Reports PL7R49 0.34 AE tit'_. ER g1% Icr 7849.20 Saxony 700 - Shake, State & Split Flat Profile - Rialto, CA Shake Limits of Use Approved for use in HVHZ: No Installation Instructons FL7849 Approved for use outside HVHZ: Yes -L7849 R14 11 FloridaHagh Wind Tile Insta llation Manual Impact Resistant N/A Cth Ind tlo odf Design Pressure: NIA 'Verified By: IAPMO Uniform Evaluation Services LLC- Other: Created by Independent Third Party: Evaluation Reports 1.LM9 Rio AF Uks ER9Jt.p_r c.o m Page L W m 0 page 1/ 20 O h.ra 0 Contact ps :: 2601 a"a-SWIRIod, rittaboasia. a 32 99 RIone 1850.ae7-teed Ile Soon dfWndo men AA/EE0e'np"y canymht 209A20115 .. Pnva, Sona,ent Ac eeo,_(�Nctal¢mppl:: Refund Stuayen Under Fbtl(Id id , amall m9refees a. add,.,, L you do nor want your e-mali add, Teased in'nW—o to o pubfic-returns requeS, do not sang eRmmnk 1 W e- mllty. Manoo-, [an.. the M. oy pnone or at, tradltipndl ino,i If yW "'i' "I ouesnons, pka[e.1-18YJ.487.INS _ pursuant Id Soo. a55.275 (1), rbMe14ra Smnues, 110ox.c 1..11. door z a. "agar (oan%a•r Set. r.;. uR p ke Me pap "., who an emgl address Ir rrwy orrK ono. Tpa ammo M Wed may ae used yr,. .j Nmmunlcanen wryr I" Ilan.«. to,emai addresus are d.Wk _,d. h yQ ao . wwh to supgy pla parsaral :rdEress, ease PMW tM Deparl'rn or with an arid" a k"So what' ran 'a mde aaval dU@ on an- public. To atlt—, Ir you Orr a alensee.Me, chapter <55, r.5., picric di,k ln PIaWc�APp dl AraoPur. https:Hwww.floridabuilding.orglprIpr_app_dtl.aspx?param=wGEVXQwtllgtO4mGNBAA... 3/22/2021 Florida Building Code Online Safe Page 5 of 5 https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtO4mGNBAA... 3/2212021 6th EDITION Florida High Wind Concrete and Clay Tile Installation Manual FRSA-TRI Alliance December 31, 2020 (12-31-20) ' paJOlr� RSA rt�R �hrre, ao.Ja`a PREFACE The Tile Roofing Industry Alliance (TRI) in partnership with the Florida Roofing and Sheet Metal Contractors Association, Inc. (FRSA) have been working together for over two decades on the development of installation manuals that represent proper installation practices, industry standards and the latest code requirements of roof tiles for the Florida market It was the consensus of a joint committee that we should re -write this manual in a way that addresses the latest wind codes, eliminates system designations, recognizes the latest products, reduces redundancy, adds drawings and paints a clear picture that provides clarity for contractors and inspectors regarding which prod- ucts and processes are acceptable in the High Wind regions. The committee also adopted the recommen- dations of several premium upgraded products and enhanced installation practices to improve the long-term performance of tile roofing systems. The culmination of the committee's efforts led to the creation of this 6th Edition Florida High Wind Concrete and Clay Tile Installation Manual for High Wind Applications in Florida. LIMITATIONS ON USE AND DISCLAIMER FOR THE FRSA-TRI INSTALLATION GUIDE These file guidelines are a consensus document developed by a joint committee of the Florida Roofing and Sheet Metal Contractors Association, Inc. (FRSA) and the Florida Committee of the Tile Roofing Industry Alli- ance (TRI). It is important to recognize that these recommendations are neither warranties, explicit or implicit, or representative of the only method by which a tile system can be installed. Rather, they try to summarize for the designer, applicator or developer good roofing practices and some of the industry standards for the instal- lation of the roof tiles which have been developed over time from actual trade practice and the requirements of various building code agencies. These guidelines may not be applicable in all geographical areas. It is the re- sponsibility of those individuals who are referring to these guidelines to independently research and determine which method is best for their particular project. INTRODUCTION The recommendations contained herein address concrete and clay tile installations in Florida-, however these recommendations may be utilized in other geographical areas designated as a High Wind region. The TRI offers installation manuals for basic Climate regions as well as Cold and Snow regions. For more information, visit the TRI website www.tileroofing.org or email info@tileroofing.org. The manner in which tile roofs are installed in High Wind regions makes them a highly -effective water shed- ding assembly that affords years of service and protection. The effectiveness of a tile roof system as a weather resistant assembly depends upon the proper installation of the tile roof components, because installing them properly is critical to the performance of the installed system. It should be noted that several formatting changes have been continued in this revision. First, the table for underlayment and flashings (see page 6) addresses the compatibility of one -ply and two-ply underlayments, attachment methods and flashing types, as well as the possible need for additional flashings and sealants. The second table is for hip and ridge attachment methods (see page 14) and denotes the various approved meth- ods for installing hip and ridge tiles, as well as the compatible weather blocking treatments. The implementa- tion of these tables will help reduce the likelihood of the inadvertent "mixing of systems," which can lead to a reduction in the life span of a tile roof system. This manual has been divided into two sections of content. The first contains text and tables-, the second contains detailed drawings that supplement the text. Several new drawings have been added, while some that were found to be redundant or unnecessary in prior manuals were eliminated. Designers should be familiar with local codes and wind zone designations when choosing a tile roof system. For more information, please contact the Tile Roofing Industry Alliance (TRI) or the Florida Roofing and Sheet Metal Contractors Association, Inc. (FRSA). Initial publication date 9/16, effective code date 12/31/20. FRSA-TRI Florida High Wind Concrete and Clay Tile Installation Manual - 6th Edition 12r3 V20 -TRI SPECIFICATIONS TABLE OF CONTENTS GeneralOverview.................................................................................................................... 3 Products................................................................................................................................... 3 Underlayment & Flashings.....................................................................................................6 INSTALLATION Single -Ply System...................................................................................................................7 Two -Ply System.......................................................................................................................8 MetalFlashings........................................................................................................................9 TileInstallation......................................................................................................................12 Hipand Ridge Installation....................................................................................................14 APPENDIX A Roof Project Design Flow Chart and Examples ..................................................... ....... 17-21 Uplift and Design Pressure Tables ................................................ ................................. 22-31 ASCE 7-16 Wind Map For Exposure C.................................................................................32 APPENDIX B Drawings.......................................... ................................................................................. 33-48 APPENDIX C Glossary............................................................................................................................49-53 C FRSA-TRI 12/31/ 2Q GENERAL OVERVIEW Related Work Specified Elsewhere — Other trades such as Rough Carpentry — Section 06 10 00, Roof and Deck Insulation — Section 07 22 00, Flashing and Sheet Metal — Section 07 60 00, and Roof and Wall Specialties and Accessories— Section 07 70 00, are not covered by these recommendations. Quality Assurance — Concrete roof tile shall be in compliance with ASTM C1492. Clay roof tile shall be in compliance with ASTM C1167. Submittals — When required, submittals shall include the file profile, color and manufacturer. A typical sub- mittal package includes product descriptions, recom- mended installation procedures and a conforming Product Approval or current Compliance Report. Product Delivery, Storage and Handling — Distrib- ute stacks of tile uniformly, not in concentrated loads. When conditions warrant, install temporary battens to facilitate roof loading. Care shall be taken to protect the underlayment during the tile loading and stacking process. Job Conditions — Do not install underlayment over wet surfaces. Ensure other trades are aware and take the necessary precautions when loading materials, roofing andfor stacking of tile is taking place. Any damage that occurs to the underlayment, flashings or battens shall be immediately repaired with like materi- als. Ventilation — Ventilation or Sealed Attic Systems are required by the building codes. These requirements vary and should be verified by the local jurisdiction. They can be found in Section 1203 of the Florida Building Code and the International Building Code, and in Section R806 of the Florida Residential Code and the International Residential Code. Vents shall comply with ICC-ES AC132 and be installed as per manufacturer's written instructions. Warranty — Refer to speck manufacturer's limited warranty against defects in roof tile. PRODUCTS DISCLAIMER NOTICE — The FRSA and TRI Alliance rely on the component industry's data to establish mini- mum physical properties standards for their products. The standards listed in the products section of this man- ual reflect that process. Refer to each manufacturer's Product Approval(s) or Compliance Reports for additional information. Asphalt — Shall conform to ASTM D312, Type III or IV (Note slope requirements in the building code). Asphalt Plastic Roof Cement — Conforming to ASTM D4586, Type 11, non -asbestos, non -running, heavy - body material composed of asphalt and other mineral ingredients. Asphalt Primer — Conforming to ASTM D41 Asphalt Saturated Roofing — Organic, Type II, com- monly called No. 30 or 30#, conforming to a minimum ASTM Standard D226, Type 11 organic saturated. Battens — Material to be decay resistant exterior grade. Battens should not be bowed or twisted. Hori- zontal battens shall be a nominal 1" x 2" x 4'. Elevat- ed or counter batten systems require a FBC Product Approval. Coatings — (Optional) Paint shall be color coordinated when painting tile, flashing and/or accessories. Sealer may be used on the point -up mortar. Tint Seal is color coordinated sealer for staining tile or accessories. Refer to Paint or Sealer manufacturer's written appli- cation instructions. Eave Closure — Metal, concrete, clay, mortar and raised fascia are all approved. Flexible Flashing Products — Conforming to ICC- ES AC-148 and conform to ASTM D4434, D4637 or D5019. Hip and Ridge Metal — Shall be in compliance with the FBC. Hip and Ridge Metal shall meet the test re- quirements of SSTD 11-99 and verified by third -party independent FBC approved laboratories. FRSA-TRI Florida High Wind Concrete and Ctay Tile Installation Manual -6th Edition 12 31/20 FR A -TRI Hip and Ridge Plastic Support Structure — Shall be in compliance with the FBC. Hip and Ridge Plastic Support Structure shall meet the test requirements of SSTD 11-99 and verified by third -party independent • FBC approved laboratories. Membranes — Organic Asphalt impregnated cot- ton membrane, minimum 4" wide. Inorganic Asphalt impregnated fiberglass membrane, minimum 4" wide conforming to ASTM D1668. Mineral Surface Roll Roofing — Shall be a minimum of seventy four pounds per roll commonly called 90#, conforming to ASTM D6380. Modified Bitumen Membrane — Shall conform to ASTM D6162, D6163 or D6164. Modified Bitumen Roofing Mastic — Shall conform to ASTM D3019, Type 111. Mortar— Cement shall conform to ASTM C91 Type M Sand shall meet ASTM C144, uniformly graded: clean and free from organic materials. Lightweight aggre- gate shall meet ASTM C332. All mortar used to fasten field tiles shall be factory premixed and bagged. Each mortar manufacturer shall have a FBC Product Ap- proval. All mortar used to fasten hips and ridges shall, in addition to having a FBC Product Approval, be test- ed in accordance with ICC-SSTD 11-99 data substan- tiating compliance. Job proportioned mixes (job site mortars) may be used for cosmetic purposes and for "weather block" only, conforming to ASTM C270. • Tensile strength conforming to ASTM D1623. • Water absorption conforming to ASTM D2842. • Moisture vapor transmission conforming to ASTM E96. • Dimensional stability conforming to ASTM D2126. • Closed cell content conforming to ASTM D2856. • Surface burning characteristics conforming to ASTM E84. • Fire tests of roof coverings conforming to ASTM E 108. Rake Fasteners — For trim tile, fasteners shall be of sufficient length to penetrate a minimum of 314" into the substrate or rafter. Nails shall be a minimum 10d nail, 11 gauge. Screws shall be a minimum #8 screw. Self -Adhered Membrane — Self -adhered products shall meet ASTM D1970, underlayment thickness, minimum thickness 40 mils. Self -adhered products shall meet the following testing standards: • TAS 103, Item 7, wind uplift • TAS 103, Item 9, tear resistance • TAS 103, Item 10, breaking strength and elongation • TAS 103, Item 16, water vapor transmission • TAS 103, Item 19, slippage resistance Nailer Boards — Material to be decay resistant exteri- . TAS 103, Item 20, cracking cycling or grade. All fasteners shall be compatible with material used. Contact the fastener manufacturer for additional infor- mation. Nailer boards should not be bowed or twisted. Nailer boards shall be a nominal 2" x (sufficient height to satisfy conditions). Stacking of nailer boards will be allowed. Maximum thickness of 2" per additional nailer board. When installing trim tile with foam, stacked nailer boards must be attached 18" on center with approved fasteners. Polyurethane Foam Adhesives — Shall conform to the following specifications: • Density conforming to ASTM D 1622. • Compressive strength conforming to ASTM D1621 • ASTM D1970, Section 7.9 (satisfied nail seal -ability) • AC 48, Section 4.6, cycling and elongation • UV Exposure, minimum 90 days Sheathing — Material shall conform to APA-rated sheathing. Refer to building code wind load require- ments. Sheathing must be adequate to support the loads involved, but not less than nominal 1" thick lum- ber or 15132" thick plywood or other decking material recognized in a code evaluation report or by the local building official. Soil Stacks — Lead for soil stacks shall be minimum 2-1/2 pounds per square foot. Lead weight flashing re- quirements, follow Lead Association recommendation. r FRSA TRI 12!31 20 Structural Bonding Adhesive — Shall conform to ASTM 03498. Tile Fasteners — Tile fasteners shall be compatible with treated materials. Nails — shall be corrosion resistant meeting a minimum ASTM A641 Class 1 and/or corrosion resistance equal (according to ASTM B117) of sufficient length to penetrate a minimum 3/4" into or through thickness of the deck. Ring shank nails shall be 10d ring shank corrosion resistant steel nails (3" long, 0.283" flat head diameter, 0.121" shank diameter with 18-22 rings per inch). Smooth or screw shank nails to be 10d corrosion resistant steel (3" long, 0.28" flat head diameter, 0.128" screw or 0.121" smooth shank diameter). Screws — Shall be corrosion resistant meeting ASTM A641 Class 1 and/or corrosion resistance equal (according to ASTM B117). Screws shall be FP-.: ` -TRI 2-1/2" in length or penetrate a minimum of 3/4" into deck. ASTM A641 Class 1 is a nail specifi- cation that can be converted to screw fasteners through performance based testing (ASTM B117). Each fastener manufacturer is responsible for supplying this support data. Minimum #8 course thread. Tin Tags — Shall be not less than 1-5/8" or greater than 2" in diameter and a minimum 32 gauge steel sheet metal. Underlayment Fasteners — Nails or Cap Nails shall be of sufficient length to properly penetrate 1" into or through thickness of deck, whichever is less. Minimum 12 gauge. m ' mm m n n n D ..l LZ FRSA-TRI Florida High Wind Concrete and Clay Tile Installation Manual - 6th Edition 12/311'20 FRS -TRI UNDERLAYMENT & FLASHINGS Inspection — Verify that surfaces to receive the underlayment are uniform, smooth, dean and dry. Proper ventilation is recommended on all the applications. Verify ventilation requirements as set forth in the governing building code. When exposed ceilings are utilized, special precautions should be used. • Roof Parameters — Use the table below to determine the type of roof that will be installed. Each parameter is dependent upon the next. Do not mix and match; follow the table as it tows from left to right. Battens Pitch Number Underlayment Metal Pre -formed Additional Roof utilized of Field Tile Attachment Application Flashing Flashings Flashings Fastene ' r Roof of Plys Method Type With Return� o, ut Returns equired Penetrationgi Single Se" -Adhered m Pre -Formed Either Traredlonal - 4:12 Mechanical Cold Applied Pre -Formed Either Transitional - Yes and Greater or Adhesive Tvro Heat Applied Pre -Formed Ether Transitional - Hot Mopped Pre -Formed Either Transitional - Self -Adhered Pre -Formed Either Transitional - Single Self -Adhered Pre -Formed Wthout Returns - See note below Standard Without Returns - See note below Cold Applied mPre-Fored Wlthout Returns - Sealed 4:12 Standard Without Returns - Sealed and Greater Mechanical or Adhesive Two Heat Applied Pre -Farmed Without Returns Sealed Standard Without Returns - Sealed Hot Mopped Pre -Formed Without Returns - Sealed Standard Without Returns - Sealed Self -Adhered Pre-Foed rt Without Returns - See note below Standard Without Returns - See note below Single Self -Adhered Pre -Formed Without Returns - Sealed Standard - - Sealed Cold Applied Pre -Formed Wlhwl Returns - Sealed 3:12 Standard - - Sealed No Less than 4.12 Mechanical orgdhesrve Two Heat Applied Pre -Formed Without Returns - Sealed Standard- - Sealed Hot Mopped Pre -Formed Without Returns - Sealed Standard - - Sealed Self -Adhered Pre -Formed Without Returns - Seated Standard - - Sealed Single Self -Adhered Pre -Formed Without Returns - Sealed Standard - - Sealed Cold Applied Pre-Fonned Without Returns - Sealed 3:12 Standard - - Seated Heat Applied Pre -Formed Without Returns - Sealed Less than 412 Adhesive Two Standard - - Sealed Hot Mopped Pre -Fanned Without Returns - Sealed Standard - - Sealed Self -Adhered Pre-Fomletl Without Returns - Sealed Standard - Sealed Note: Refer to the underlayment manufacturer's written installation Instructions or Product Approval- 12r31/20 FRSAs-TRI SINGLE -PLY SYSTEM General — Single -ply Systems or One -ply are those methods of application where a self -adhered underlayment is applied directly to the deck. Minimum thickness of any self -adhered underlayment shall be 40 mil SBS, APP or Approved Equal. Valley and wall metals shall be standard or pre -formed. When using battens, pre -formed metals and transitional flashing are required. Transitional flashings are optional when battens are not used. Eave Metal — Prior to installing the eave metal, the deck to receive the eave metal must be primed with a com- patible primer or a separator sheet must be installed. When using a separator sheet, attach it to the decking at the eave with nails and tin tags, round cap nails or other fasteners to hold the separator sheet in place until the eave metal is installed. The separator sheet shall extend past the deck flange of the eave metal by a maximum of 2". Install the eave metal over the primed substrate or the separator sheet. The eave metal shall be fastened 6" on center with approved fasteners. All joints shall be lapped a minimum of 3" and sealed with compatible flashing cement, beads of sealant or solid coating at the lap. The eave metal shall be coated with compatible primer prior to the underlayment being installed. Since raised fascia and starter strips create the same type of water dam situation, they both require an anti- ponding system to allow water to flow off the roof at the eave. See Drawing FHW-14. Underlayment Application —Apply the single -ply underlayment sheet perpendicular to the slope of the roof and backnail it to the deck with nails and tin tags, round cap nails or other approved fasteners spaced 12" on center near the top edge of underlayment. Use a minimum 4" headlap unless limited by product design, and 6" side laps. Extend the underlayment sheet a mini- mum of 4" up vertical surfaces. Overlap hip and ridges a minimum of 6". Seal all laps. Valley Intersection — When using a single -ply under- layment at the valley intersection, choose one of the following installation methods. Be sure that the under- layment does not create a gap due to memory of the material. Full Weave — Install underlayment to ensure all val- leys are woven past the centerline and through the succeeding course of underlayment on the intersecting deck to prevent a water lap. Ensure that each course of underlayment is overlapped by the succeeding course at the intersecting roof plane. Proceed up the roof to the ridge. See Drawing FHW-04. • Center Cut Valley — Attach a 36" wide self -adhered underlayment of compatible material in the center of the valley. Install the underlayment to ensure the valley material is terminated at the center of the valley on both intersecting decks. Proceed up the roof to the ridge. See drawing FHW-04. Gable Metal — Once the single -ply undedayment instal- lation is complete, install the gable metal. Choose one of the following: • On Top of the Single -Ply — Secure the gable metal 6" on center with approved fasteners. All joints shall be lapped a minimum of 3" and sealed with compatible flashing cement, beads of sealant or solid coating at the lap. Continue from eave up rake/gable in same manner, ensuring water -shedding capabilities of all metal laps. Optional Securement: On the gable, the metal and underlayment sheet may be joined with a bed of flashing cement and a 4" strip of asphalt saturated cotton or fiberglass fabric. The fabric shall be fully embedded in the flashing cement. A self -adhered stripping ply of compatible material may be used instead of flashing cement and membrane. • Under the Single -Ply — Prior to installing the gable metal, the deck to receive the gable metal must be primed with a compatible asphaltic primer or a separa- tor sheet must be installed. When using a separator sheet, attach it to the decking at the gable with nails and tin tags, round cap nails or other fasteners to hold the separator sheet in place until the gable metal is in- stalled. The separator sheet shall extend past the deck flange of the gable metal by a maximum of 2 • Wrapped Gable — Choose one of the following: (Not recommended for flush finish. Rake tiles must be installed.) • Extend underlayment beyond rake/gable end. Fold down onto fascia or barge board. Secure with nails and tin tags, round cap nails or other fasteners 6" on center. Trim underlayment at fascia or barge board, Install a peel and stick underlayment, extending underlay- ment beyond rake/gable end. Fold down and seal onto fascia or barge board. z m rr O z FRSA-1RI Florida High Wind Concrete and Clay Tile Installation Manual - 6th Edition 12 3V20 F R.SA-TRI TWO-PLY SYSTEM General — Two-ply Systems are those methods of application where a base sheet is mechanically attached or self -adhered to the decking. The cap sheet shall be attached by hot asphalt, cold process, heat applied or self -adhered. Minimum thickness shall be 40 mil SBS, APP or approved equal. Base Sheet —The base sheet shall be self -adhered or mechanically attached to the deck with nails and tin tags, round cap nails or other approved fasteners spaced in accordance with the Underlayment Fas- tening Table 1 (Page 22 Appendix A). Self -adhered base sheets shall be installed per manufacturer's instructions. Extend the base sheet a minimum of 4" up vertical surfaces. Base sheet side laps shall be a minimum of 6" and headlaps shall be a minimum of 4". Install th b h overlapped by the succeeding course at the intersect- ing roof plane. Overlap all hip and ridges by 6". On cap sheet, cut any fishmouths and seal with flashing cement and membrane where applicable. When using pre -formed metals without edge returns, the cap sheet should terminate 1" from the water diverter to ensure adhesion to the primed metal. Cap Sheet Attachment Method — Choose one of the following: e ase s eet to ensure all valleys are woven past the centerline and through the succeeding course of underlayment on the intersecting deck to prevent a water lap. Ensure that each course of underlayment is overlapped by the succeeding course at the inter- secting roof plane. Proceed up the roof to the ridge. Overlap hip and ridges a minimum of 6". Drip Edge —The eave and gable drip edge metal shall be installed over the base sheet. The metal shall be coated with compatible primer prior to the cap sheet being installed. The metal shall be fastened 6" on center with approved fasteners. All joints shall be lapped a minimum of 3" and sealed with compatible flashing cement, beads of sealant or solid coating at the lap. Continue from eave up the rake/gable in the same manner, ensuring water -shedding capabilities of all metal laps. Since raised fascia and starter strips create the same type of water dam situation, they both require an an- ti-ponding system to allow water to flow off the roof at the eave. See Drawing FHW-14. Cap Sheet — The Two-ply underlayment flashing option determines the cap sheet installation timing. Choose one of the following and proceed accordingly: • Under the Cap Sheet. See Metal Installation. See Drawings FHW-01 and FHW-02. • On Top of the Cap Sheet. Proceed to the next sec- tion. See Drawings FHW-01 and FHW-02. Cap Sheet Installation — Side laps shall be a mini- mum of 6" and headlaps shall be a minimum of 3" and backnailed 12" on center with approved fasteners. Install cap sheet to ensure all valleys are woven past the centerline and through the succeeding course of cap sheet on the intersecting deck to prevent a water lap. Ensure that each course of cap sheet is Hot Asphalt — Install the cap sheet with an applica- tion rate of 25 pounds per square t 15% mopping of asphalt. The cap sheet may come in contact with the base sheet, allowing felt to touch felt. • Self -Adhered — Over installed base sheet, apply one layer of self -adhered underlayment in compliance with the self -adhered underlayment manufacturer's recommendation. • Cold Process — Install cap sheet according to un- derlayment/adhesive manufacturer's recommenda- tions. For cold process systems in windy conditions, it may be necessary to spot nail cap sheet laps at a maximum of Ton center. • Heat Applied — Install cap sheet per manufacturer's instructions. Valley Intersection — When installing the cap sheet at the valley intersection, choose one of the following installation methods. Be sure that the underlayment does not create a gap due to memory of the material. • Full Weave — Install underlayment to ensure all valleys are woven past the centerline and through the succeeding course of underlayment on the intersecting deck to prevent a water lap. Ensure that each course of underlayment is overlapped by the succeeding course at the intersecting roof plane. Proceed up the roof to the intersecting roof plane. Proceed up the roof to the ridge. See Drawing FHW-04. Center Cut Valley —Attach a 36" wide sheet of com- patible material in the center of the valley. Install the underlayment to ensure the valley material is termi- nated at the center of the valley on both intersecting decks. Proceed up the roof to the ridge. See Drawing FHW-04. �F-FRSA fRI 12;31/20 1' to METAL FLASHINGS General — Each roof parameter is unique and requires that the proper metals be used with the correct combi- nation of roof parameters. Do not interchange metal options. Transitional Flashings — When battens are used, transitional flashings are required. Install flexible flashings at all valley, ridge and wall transitions. Turn up a minimum of 1" to create a water diverter, ensuring water -shed- ding capabilities. See Drawing FHW 07. Single -Ply System — Pre -formed metals with edge returns shall be installed on top of the single -ply underlay- ment and secured with clips. Pre -formed metals without edge returns and standard metals shall be stripped in or sandwiched between a separator sheet and the self -adhered underlayment. Transitional flashings are required when battens are utilized. See Drawing FHW-07. Two -Ply System — Pre -formed metals with edge returns shall be installed on top of the cap sheet and secured with clips. Pre -formed metals without edge returns and standard metals shall be stripped in or sandwiched between the base sheet and the cap sheet. Transitional metals are required when battens are utilized. Metal Flashings Installation —All metal surfaces that the underlayment adheres to must be primed with a compatible primer. If the metal is to be installed under a single -ply under- layment then, prior to installing the metal, a separa- tor sheet must be installed. When using a separator sheet, attach it to the deck with nails and tin tags, round cap nails or other fasteners to hold the separa- tor sheet in place until the metal is installed. Install the metal over the separator sheet. All metal flashings without edge returns shall be fas- tened 6" on center with minimum 12 gauge corrosion resistant roofing nails, or other approved fasteners of compatible metals near the outside edge of the metal. All joints shall be lapped a minimum of 6" and set in a bed of compatible flashing cement, beads of sealant or solid coating at the lap. See Drawing FHW-05. Valleys — Start at the lower portion of the roof and work up to ensure water -shedding capabilities. Where special conditions exist, it may be necessary to in- crease the width of the valley flashing. The entire width of the valley flashing shall overlap the drip edge. The center of valley flashing shall extend a minimum of 2" beyond drip edge. When battens are used, install transitional flashings or flexible flashing at all valley, ridge and wall transitions. Turn up a minimum of 1" to create a water diverter, ensuring water -shedding capabilities onto the valley. See Drawing FHW-07. Choose one of the following valley metals: (See Draw- ing FHW-05.) Pre -Formed Metals with Edge Returns — Select Open or Closed Valley. • Open — Valley metal shall be a minimum of 16" (24" stretch -out) with a minimum 1" high center diverter and minimum 1" metal edge returns. See Drawing FHW-06. Closed — Valley metal shall be a minimum width of 16" (24" stretch -out) with a minimum 2-112" high center diverter and a minimum 1" metal edge returns. See Drawing FHW-06. When using valley metal with edge returns, secure with clips fabricated from similar or compatible ma- terial. Clip the 1" metal edge returns to the deck a maximum of 16" on center or at each the course with approved fasteners. Trim metal at ail valley/ridge junctions, ensuring water -shedding capabilities onto the valley. • Pre -Formed Metals without Edge Returns — Select Open or Closed Valley. • Open — Valley metal shall be a minimum of 16" (24" stretch -out) with a minimum 1" high twin cen- ter diverter. See Drawing FHW-06. • Closed — Valley metal shall be a minimum width of 16" (24" stretch -out) with a minimum 2-112" high center diverter. See Drawing FHW-06. • Pre -Formed Metals with Ribbed Water Diverters without Edge Returns — Select Open or Closed Valley. • Open —Valley shall be a minimum 1-1/2" high twin center diverter spaced 6" apart from each I RSA-TRI Florida High Word Concrete and Clay Tile Installation Manual - 6th Edition 1131/20 FS-TRI other and two ribbed water diverters designed with a minimum 318" ribs spaced 3" from the adjacent diverter and 3" apart from each rib with a 3-1/4" outside flange for terminating the metal to the underiayment. See Drawing FHW-05. • Closed — Valley metal shall be a minimum 1-1/2" high center diverter and four ribbed water divert- ers designed with minimum 3/8" ribs spaced at least 3" from the center diverter and at least 3" apart from each rib with a minimum 2-1/2" outside flange for terminating the metal to the underlay- ment. See Drawing FHW-05. Valley metal nailing flange shall be primed with compatible primer up to the outside diverter. The metal flange and the cap sheet shall be joined with hot asphalt or a bed of flashing cement and a 4" strip of asphalt saturated cotton or fiber- glass fabric. The fabric shall be fully embedded in the flashing cement. When the valley metal is installed on top of the cap sheet, a self -adhered stripping ply of compatible material may be used instead of flashing cement and membrane. • Standard Rolled Valley Metal — Rolled valley shall be a minimum 16" wide. When the valley metal is to be installed under the cap sheet, the valley metal shall be primed with compatible primer and the cap sheet shall be joined with hot asphalt. When the valley metal is installed on top of the cap sheet, the metal and cap sheet shall be joined with a bed of flashing cement and a 4" strip of asphalt saturated cotton or fiberglass fabric. The fabric shall be fully embedded in the flashing cement. When the valley metal is installed on top of the cap sheet, a self -adhered stripping ply of compatible material may be used instead of flashing cement and membrane. See Drawings FHW-05 and FHW-08. Wall Flashing — Start at lower portion and work up to ensure water -shedding capabilities. The vertical wall flange shall be terminated with a bed of flashing ce- ment and a 4" strip of asphalt saturated cotton or fiber- glass fabric at the top edge of the vertical flange. The fabric shall be fully embedded in the flashing cement. If flashing cement is not used, a self -adhered stripping ply of compatible material may be used instead of the flashing cement and membrane for the termination of the vertical flange to the wall substrate. When a wall flashing terminates at the eave, the wall metal should extend past the eave a minimum of 1" and be cut to divert water away from the wall. See Drawings FHW-09 and FHW-12. The water diverter (sometimes referred to as a "kicker") is cut into the pan of the wall metal and tucked under the pan to create the water diverter. All water diverters shall be set in a bed of compatible flashing cement, beads of sealant or solid coating. Where special conditions exist, it may be necessary to increase the width and/or the height of the wall metal. In all cases, flashing shall be designed to adequately direct water flow. Choose one of the following: • Pre -Formed Metal with Edge Returns — The wall metal flashing shall be a minimum of 5" x 6" "L" flash- ing with a minimum 1" metal edge return (12" stretch - out). When using wall flashing with edge returns, secure with clips fabricated from similar or compati- ble metal. Clip the 1" metal edge returns to the deck a maximum of 16" on center. Pre -Formed Metals with Two Water Diverter Ribs without Edge Returns —The wall metal shall be a minimum 5" x 6" "L" flashing with two 318" divert- er ribs spaced 2" from vertical wall flange with ribs spaced a minimum 1-1/2" apart and a 2" nailing flange (12" stretch out). When the wall metal is con- cealed under cap sheet, the metal shall be primed with compatible primer and the cap sheet shall be bonded to the metal. When the wall metal is installed on top of the cap sheet, the wall metal and cap sheet shall be joined with a bed of flashing cement and a 4" strip of asphalt saturated cotton or fiberglass fabric. The fabric shall be fully embedded in the flashing cement. When the wall metal is installed on top of the cap sheet, a self -adhered stripping ply of compatible material may be used instead of flashing cement and membrane. See Drawings FHW-11 and FHW-12. • Standard Wall Metals —The wall metal shall be a minimum of 4" x 4" "L" flashing. When the wall metal is concealed under cap sheet, the metal shall be primed with compatible primer and the cap sheet shall be bonded to the metal. When the wall metal is installed on top of the cap sheet, the metal and cap sheet shall be joined with a bed of flashing cement and a 4" strip of asphalt saturated cotton or fiber- glass fabric. The fabric shall be fully embedded in the flashing cement. When the wall metal is installed FRSA-TRI 12/31120 on top of the cap sheet, a self -adhered stripping ply of compatible material may be used instead of flash- ing cement and membrane. See Drawings FHW-09 and FHW-10. Optional Counter Flashings at Wall Abutments — When installing optional counter flashing, lap top flange of wall flashing a minimum of 2-1/2". Lap joints a minimum of 6" and apply flashing cement, beads of sealant, solid coating or separator sheet between the laps. Mechanically fasten counterflashing near the outside edge a minimum of 6" on center or set counter flashing into reglets and seal thoroughly. The metal and vertical flange support shall be joined with a bed of flashing cement and a 4" strip of asphalt saturated cotton or fiberglass fabric. The fabric shall be fully embedded in the flashing cement. If flashing cement is not used, a self -adhered stripping ply of compatible material may be used instead of the flashing cement and membrane; metal surfaces to be primed with compatible primer. On framed walls, a vapor barrier may be installed by others over the vertical flange. Standard Curb Mounted Skylights, Chimneys, Etc. — Install in compliance with regular flashing in- stallation procedures. For self -curbing or prefabricated skylights, refer to skylight manufacturer's installation instructions. Soil Pipes, Vents, Etc. — When applying directly to the deck, apply flashing cement around base of the protrusion and on the bottom side of metal flanges, sealing unit base flashing to deck. Nail and secure all sides of base flashing near the edge. Make certain base is flush to deck. If pipes, vents and/or turbines are installed after finished cap sheet, then the cap sheet and metal flange shall be joined with a bed of flashing cement and a 4" strip of asphalt saturated cotton or fiberglass fabric. The fabric shall be fully embedded in the flashing cement. If flashing cement is not used, a self -adhered stripping ply of compatible material may be used instead of the flashing cement and membrane; metal surfaces to be primed with compatible primer. Profile specific ventilators should be installed per manufacturer's installation instruc- tions. See Drawings FHW-20 and FHW-21. Attic Ventilators — Shall be installed per manufactur- er's installation instructions, z rn rr r Lz O F RSA -I RI Florida H igh Wind Concrete and Clay Tile Installation Manual - bth Edition 1213 V 20 TILE INSTALLATION Layout Horizontal — Chalk horizontal lines beginning one tile length from eave less desired overhang. Over- hang shall be 3/4" to 2" depending on tile type, use of a gutter or other functional requirements. All roof tile installations shall have a minimum 3" headlap unless restricted by product design. When battens are used, the top course should be held down approximately 1-1/2" from the ridge frame. Layout Vertical — Choose one of the following • Staggered/Cross Bond Tile Installation. Gable Roofs — When using rake tile, chalk vertical lines one full the and one half tile width plus 1" to 2" from starting gable to accommodate the rake tile. When using a flush finish (point up), chalk vertical lines one full tile and one half file width plus 114" from starting gable to accommo- date flush finish. Chalk additional lines if neces- sary to maintain alignment. Hip Roofs — Chalk vertical line 90 degrees from eave line. Chalk second line parallel to first to accommodate staggered/cross bonded tile. Chalk additional lines if necessary to maintain alignment. • Straight Bond Tile Installation — Not recommended for flat/low profile tile - Gable Roofs — When using rake tile, chalk ver- tical lines one full tile width plus 1" to 2" from starting gable to accommodate the rake tile. When using a flush finish (point up), chalk vertical lines one full tile width plus 1 /4" from starting gable to accommodate flush finish. Chalk additional lines if necessary to maintain alignment. Hip Roofs — Chalk vertical line 90 degrees from eave line. Chalk second line parallel to first to accommodate straight bond tile. Chalk additional lines if necessary to maintain alignment. Batten Installation — Horizontal battens shall be a maximum of 4' in length- The batten material may be longer in length provided there are 1 /2" weep holes every 4'. Battens are optional for 4:12 pitch and above. Install top edge of horizontal batten to horizontal line - Horizontal battens to be a minimum nominal 1" x 2". Batten shall be fastened and secured a maximum 24" on center with fasteners of sufficient length to pen- etrate the sheathing a minimum 3/4" or through the thickness of the sheathing. If utilizing staples, then the battens shall be attached at 12" on center with staples 7/16" crown, No.16 gauge corrosion resistant allowing for 314" penetration into roof deck or through the sheathing whichever is less. Staples cannot be used with adhesive set systems. Leave 1/2" space between batten ends and between batten and metal edge returns. Fasteners shall be compatible with batten material. Note: Elevated or counter batten systems require FBC Product Approval. Contact the roof tile manufacturer for ProductApproval and installation instructions. Tile Installation — Stack file to facilitate installation and minimize tile movement. See Drawing FHW-27. Choose one of the following eave closures: • Metal Eave Closure — Install closure strip along eave. Fasten minimum 18" on center. If metal closure is inclusive of the drip edge, fasten 6" on center- See Drawing FHW-14. • Prefabricated Rubber Eave Closure — Install closure strip along eave. Fasten with minimum three fasteners per 36" strip. See Drawing FHW-14. • Raised Fascia/Wood Starter Strip — See Draw- ing FHW-14. Prefabricated Concrete or Clay Eave Closure — Apply per manufacturer's instructions. Mortar— Install mortar to elevate eave file on granular surfaced underlayments only. Apply mor- tar along the eave edge, applying enough mortar to elevate the eave end of the tile to be on plane with the remaining roof tile. Point and smooth fin- ishflush to eave line. A minimum 3/8" weep hole flush with the roof underlayment shall be formed at the spacing of not less than one weep hole per tile- - Fastening Options for Adhesive Set Tile Instal- lations For roof slopes 2:12 up to and including 6:12, fasteners are not required in addition to the adhe- sives. FRSn-TRI 12131/20 For roof slopes greater than 6:12, and up to and including 7.12, fasten every tile in the first course and every third tile every fifth course in addition to the adhesive, preferably in through the nail hole closest to overlock of file being fastened. For roof slopes greater than 7:12, fasten every tile in addition to the adhesive, preferably through the nail hole closest to overlock of tile being fastened. When utilizing battens and tiles with protruding anchor lugs, fastening is not required in addition to the adhesive. Flat/Low, Medium and High Profile Tile — Tile shall be attached to resist the aerodynamic moment as determined when using the design pressures for the building and the attachment calculations set forth in the local building code. Starting at the eave, make certain the tile overhangs the drip edge uniformly along the first course. The tile shall overhang the eave line by at least 3/4" but not more than 2". Secure tiles with nails, screws, foam/ adhesive or mortar. See Allowable Uplift Resistance Values per Tables 1 & 2 in Appendix A. method. Lay succeeding courses of field tile in same manner. CuVbreak field tile to form straight edge at center of hip/ridge. Valleys — It is not recommended to install trim tile in the valleys. it may be necessary to remove the lugs from the field file at walls and valley fleshings for proper positioning of cut field tiles. Choose one of the following. • Valley Metal without Water Diverters. • Closed Valley — Miter tile to meet at center of valley. See Drawing FHW-06. Open Valley — Chalk a line minimum 2" on both sides of valley center. Place bed of mortar along outside edge of chalk lines on granular surfaced underlayments only. Miter tile to form straight border and point mortar to finish. See Drawing FHW-06. • Valley Metal with Water Diverters. • Closed Valley — Miter tile to form straight border on either side of water diverters. See Drawing FHW-06. Cut/break the for proper staggering of tile courses . Open Valley — Miter tile to form straight border on when using staggered/cross bond method of installa- either side of the two water diverters. See Draw- tion. Set tile in stepped course fashion or in a horizon- ing FHW-06. tal and/or vertical fashion when utilizing straight bond FRSA-IRI Florida High Wind Concrete and Clay Tile Installation Manual - 6th edition 12/31/20 Nk� -TRI HIP AND RIDGE INSTALLATION General —The following recommendations are only for products approved by the FBC and tested according to SSTD 11-99 via third -party independent FBC approved laboratories. They will determine the wind uplift limita- tions of the various hip and ridge attachment methods or by installation methods currently recognized in the High Velocity Hurricane Zone (HVHZ) section of the FBC. There are three basic attachment methods of hip and ridge tiles: mechanical attachment, adhesive -set and mortar -set attachment systems. The minimum head - lap when installing hip and ridge tiles is 2" unless restricted by product design. Any exposed fasteners should be covered with a UV resistant sealant. Field Tile Cuts at Hip or Ridge —AII cut field tiles adjacent to a hip or ridge shall be attached to the cap sheet and/or the adjacent tile with an approved adhesive, mortar or mechanical fasteners and adhesive. The following table outlines the different parameters for the hip and ridge attachment options. See Drawings FHW-15, FHW-16 and FHW-17. Attachme,it Support Attachment Attachment Weatherblocking Finish Mechanical Foam Coating Metal or Foam Foam Mortar Mortar Foam Coating Plastic Foam Foam Mortar Mortar oam Metltanical Foam Coating Mortar Foam Mortar Mortar Foam Foam Coating Wood H-Bracket Straps Mechanical with Adhesive Flexible Dry Mortar Mortar Foam Mortar Mortar Mortar Mortar Mortar Mortar Hip and Ridge Attachment — Choose one of the following: • Metal Member— Set member in plastic cement or compatible sealant. Fasten 6" on center on each side of the metal flange with minimum 1-114" ring shank roofing nails. If mechanical attachment of the mem- ber is not used, install the member with foam per the manufacturer's instructions. Plastic Member — Install the member with foam per the manufacturer's instructions. • Wood Member— Fasten 18" on center with four #8 screws per metal strap or H-bracket. Each at- tachment point shall have two fasteners on each side of the wood member. The fasteners shall be spaced evenly on the metal strap or H-bracket with the attachment holes parallel to the hip or ridge. The straps and H-brackets shall be a minimum of 26 gauge- All materials must be compatible with each other. If mechanical attachment of the wood member is not used, install the member with foam per the manufacturer's instructions. Mortar —When using foam or mortar field tile attach- ment, mortar can be used as a structural attachment. Place a full bed of pre -bagged mortar under the entire tile. Each tile must be fully embedded into the mortar. The field tile secured to the underlayment along with the mortar on each trim tile creates the structural bond. The entire cavity under the trim tile should be filled with approved mortar. See Drawing FHW-18. Starter Tiles — All starter tiles must be secured at both ends of the tile either with mechanical fasteners, mortar and/or adhesive. When the field tile is installed with foam or mortar, the starter tile may be installed with an approved mortar. -._ FRSA-TRI 12/31/20 If using a structural member, choose one of the follow- ing: Metal Member— Place foam under starter tile per manufacturer's recommendations or secure the head of the tile with one #8 screw and apply adhesive in the gap between the structural support and the tile. The member may need to be cantilevered to provide a base for the adhesive. The starter tile must make contact with the adhesive. See manufacturer's rec- ommendations. Plastic Member — Place foam under starter tile per manufacturer's recommendations. Wood Member — Place foam under starter the per manufacturer's recommendations or drill a hole in the lower third of the starter tile and secure with a mechanical fastener into the wood member a mini- mum of 1 ". Seal the head of the fastener with a UV - resistant sealant. Adhesive may be used in lieu of a fastener as long as the wood member has been cantilevered to provide a base for the adhesive. The gap between the structural support and the tile must make contact with the adhesive. See manufacturer's recommendations. Miter or point up the hip starter tile to match the inter- secting eaves. After the Starter Tile — Install the next tile centering over the structural support and/or the starter tile. Con- tinue in same manner working from the lowest point toward the highest point of the roof. At intersecting junctions (e.g., hipiridge, ridge/gable, ridge/valley), cut tile to form a solid fit and ensure the first and the last hip/ridge tile is securely fastened. Any exposed fasten- ers shall be sealed with a UV -resistant sealant. Foam must come in contact with the bottom of the tile and structural support member. Weather Blocking — Hip and ridge tiles need to have weather blocking. Choose one of the following. See Drawing FHW-16 for more details. Mortar— Pre -bagged or job -site mix is used to weather block the longitudinal edges of the hip and ridge tiles and provide aesthetics. A full bed of mortar is placed along the longitudinal edges of the hip and ridge tile either during the application of the hip and ridge tiles or may be packed in after the hip and R -TRI ridge tiles are installed and the adhesive has cured. Install mortar to seal all voids between the field the and the hip/ridge tile. Care should be taken to ensure enough mortar is used. The mortar should create a wedge to keep the mortar from dislodging from under the hip/ridge and the field tile junction. Ensure areas are sealed to prevent water entry. After the mortar is packed into place, then apply point up mortar to the desired finish. Foam — Is used to weather block the entire cavity of the adjoining planes of field tile to the sides of the structural support. This system uses foam as the weather blocking. There is no mortar placed along the longitudinal edges of the hip and ridge tile. Foam is placed where the field tile abuts the structural support. A bead of foam is placed parallel to the hip and/or ridge and the structural support to tile junction to act as a weather block and is applied prior to the attachment of the hip and ridge tile. Install foam to seal all voids between the field tile and the structural support. Care should be taken to ensure all areas are sealed with adhesive to prevent water entry. Ap- ply a polyurethane compatible coating to protect the foam from UV exposure. Flexible Self -Adhered Membrane — This system can be used with a wood structural support. The flexible self -adhered membrane is applied in a continuous or step fashion, sealing to both sides of the adjoining field tile a minimum of 2" prior to the mechanical attachment of the trim tile to the wood structural support. The flexible flashing may be visi- ble, but should not extend onto the field tile beyond the outside edges of trim tile- Rake/Gable — Choose one of the following: Rake Tile — Cut and install first rake tile the ex- posed length of first course of field tile with factory finish of rake tile towards the eave. Fasten rake tile with a minimum two 10d nails of sufficient length to penetrate the framing a minimum of 3/4". Abut each succeeding rake tile to the nose of the field tile above and maintain a constant headlap. See Draw- ing FHW-19. Mortar Finish — Place mortar bed along roof edge. Point smooth to a straight edge finish. Wall Abutments — It may be necessary to remove FRSATRI Florida High Wind Concrete and Clay Iile IrlstallationManuai -6th Edition 12/31/20 FRSA-TRI lugs from the field tile and/or install batten extenders at wall flashing for proper positioning of cut field tiles. For mechanically attached tile systems, tiles installed at wall abutment shall be attached with an adhesive. • The adhesive shall be installed to the underlayment or the tile below/next to the tile being installed to meet the required uplift. Cut the tile to fit within 1" of the base of finished wall. Point -up mortar is optional. See Drawing FHW-12. Plumbing Stacks/Soil Stacks — Choose one of the following: • Pre -Formed Soil Flashing (with returns) —A lead skirt flashing or flexible flashing with minimum 18" x 18" base shall be used. This flashing shall be woven in with the tile coursing. See Drawing FHW-21. • Standard Flashing — Cut tile to fit close to plumbing stack; fill void with mortar and point to finish. See Drawing FHW24. Coatings — (Optional) Sealer may be applied to ex- posed mortar. Color coordinated paint may be applied to metal flashings. 'S. FRSA-TV.I Tile Replacement/Damaged Tile — Break out and re- place damaged roof tile. Do not disturb underlayment. Repair underlayment if necessary. The lugs of the tile may need to be removed to position tile. Apply adhe- sive per adhesive manufacturer's recommendations. Immediately set replacement tile in position assuring proper contact. Small Valley and Hip Cuts — Elevate nose end of tile in course above small cut tile. Apply adhesive per ad- hesive manufacturer's recommendations. Immediately set tile in course above in a position which assures proper contact. For roof slopes greater than 7:12 on hip cuts only, mechanical fastening may be required. Clean Up — Remove all broken tile, debris and excess tile from roof. Miscellaneous Recommendations — Instructions shall be given to all parties involved cautioning against traffic of any kind on finished roof. Damage to roof tiles and/or sub -roof may result. 12J31/20 MIAMF� MIADE COUNTY CONT PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY" .AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street. Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) ,15-2590 F (786) 315 2599 NOTICE OF ACCEPTANCE (NOA) w.miamidade.eov/eeonomv Burn] Roofing, LLC 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (in Miami -Dade County) and/or the AIIJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane lone of dte Florida Building Code. DESCRIPTION: Saxony 900 Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo. city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at thejob site at the request of the Building Official. This NOA revises NOA No.19-0814.01 and consists of pages I through 12, The submitted documentation was reviewed by Freddy Seneino NOA No.: 21-0107.02 Expiration Date: 04/26/22 Approval Date: 03/04/21 Page I of 12 ROOFING ASSEMBLY APPROVAL, Cateeory: Roofing Sub-Cateeorv: Roofing Tiles Material: Concrete Deck Type: Wood SCOPE This NOA approves a system using Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FL and described this Notice of Acceptance. For locations where the pressure requirements, as detennined by applicable Building Code, do not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Saxony 900-Slate Length = 17" TAS 112 Flat profile, interlocking, high-pressure extruded Width = 13" concrete roof tile with two nail holes. For direct deck, thickness = 1-5/32" batten, mortar set or adhesive set applications. Saxony 900 - Length = 17" TAS 112 Flat profile, interlocking, high-pressure extruded Split Shake Width = 13" concrete roof the with two nail holes. For direct deck. thickness = 1-9/32" batten, mortar set or adhesive set applications. Top surface produced with 4 different configurations: 1. Complete tile brushed 2. Right half brushed (shown in drawing) 3. Left half brushed 4. No brush Saxony 900-Shake Length = 17" TAS 112 Flat profile, interlocking, high-pressure extruded Width = 13" concrete roof tile with two nail holes. For direct deck, thickness = 1-9/32" batten, mortar set or adhesive set applications. Trim Pieces Length: varies TAS-112 Accessory trim. boosted Barcelona, concrete roof Width: varies pieces for use at hips, ridges and rakes. varying thickness NOA No.: 21-0107.02 Expiration Date: 04/26/22 Approval Date: 03/04/21 Page 2 of 12 2.1 PRODUCTS MANUFACTURED BY OTHERS Product Name ICP Adhesives Polyse0' AH-160 TILE BOND'"` Roof Tile Adhesive "Tile Tite" Roof Tile Mortar Product Description Two component polyurethane foam adhesive. Single component polyurethane foam roof tile adhesive. Premixed, pre -bagged roof the mortar. Touch `N Seal StonnBond�2 Two- Two component polyurethane Component Polyurethane Roof Tile foam adhesive. Adhesive 2.2MANUFACTURING LOCATION 2.2.1 Lake Wales, FL 2.1 EVIDENCE SUBMITTED: Test Agency Test Identifier The Center for 94-084 Applied Engineering, Inc. Rcdland Technologies 94-060A 25-7183-6 25-7183-5 25-7214-1 25-7214-5 Project No. 307025 Test +MDC-77 7161-03 Appendix 11 & III Letter Dated Aug. 1, 1994 P0631-01 P0402 Manufacturer (With Current NOA) ICP Adhesives and Sealants, Inc. DuPont de Netnours, Inc. Bermuda Roof Co. Inc. DAP Foam, Inc. Test Name/Report Date Static Uplift Testing May 1994 TAS 101 (Mortar Set) Static Uplift Testing March, 1994 TAS 101 (Adhesive Set) Static Uplift Testing TAS 102 Feb. 1995 (2 Quik-Drive Screws, Direct Deck) Static Uplift Testing TAS 102 Feb. 1995 (2 Quik-Drive Screws, Battens) Static Uplift Testing TAS 102 March, 1995 (1 Quik-Drive Screw, Direct Deck) Static Uplift Testing TAS 102 March, 1995 (1 Quik-Drive Screw, Battens) Wind Driven Rain Oct. 1994 TAS 100 Wind Tunnel Testing Dec. 1991 TAS 108 (Nail -On) Wind Tunnel Testing Aug. 1994 TAS 108 (Nail -On) Wind Tunnel Testing July 1994 TAS 108 (Mortar Set) Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails NOA No.: 21-0107.02 Expiration Date: 04/26/22 Approval Date: 03/04/21 Page 3 of 12 Atlanta Testing & Rl .894/R2.894LR3.894 Physical Properties Aug. 1994 Engineering, Inc. TAS 112 Celotex Corporation 520109-1 Static Uplift Testing Dec. 1998 Testing Service 520111-4 TAS 101 520191-1 Static Uplift Testing March 1999 TAS 101 Walker Engineering, Evaluation Calculations 25-7094 February 1996 Inc. Evaluation Calculations 25-7496 April 1996 Evaluation Calculations 25-7584/25-7804b-8/25-7804-4 & 5 December 1996 25-7848-6 Evaluation Calculations 25-7183 March 1995 Evaluation Calculations Aerodynamic Multipliers 09/01 /16 Calculations Two Patty Adhesive Set System April 1999 Evaluation Calculations Restoring Moments Due to Gravity 09/01/16 American Test Lab of RT0617.04-16 TAS 112 06/29/16 South Florida PRI Construction COPO-002-02-12 TAS 101 10/12/2016 Material COPO-002-02-06 TAS 101 10/12/2016 COPO-002-02-05 TAS 101 10/12/2016 BORR-022-02-01 TAS 101 02/25/2019 BORR-022-02-02 TAS 101 02/25/2019 BORR-022-02-03 TAS 101 02/25/2019 BORR-022-02-04 TAS 101 02/28/2019 NEMO ETC, LLC 4c-DPBS-20-LSOTM-01.C.RI TAS 101 12/17'20 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Rooting Applications Standards listed section 4.1 herein. 3.5 Mechanically attached tiles minimum slope 4/12. 3.6 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlavment material manufacturers published literature. 3.7 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with the applicable Building Code. NOA No.: 21-0107.02 MIAMI•DADE COUNTY Expiration Date: 04/26/22 "®6 Approval Date: 03/04/21 Page 4 of 12 4. INSTALLATION 4.1 Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight-W (Ibf) Length -I (ft) Width-w (ft) Saxony 900 Slate, Shake & Split Shake 10.9 1.417 1.08 Table 2: Aerodynamic Multipliers - k (ft3) Tile k (ft3) X (ft3) Profile Batten Application Direct Deck Application Saxony 900 0.291 0.315 Slate, Shake & Split Shake Table 3: Restoring Moments due to Gravity - Mg (ft-lbf) Tile Profile 2":12" 3":12" 4":12" 5":12" VAT' 7":12" or greater Saxony 900 Slate &, Shake & Direct Deck Direct Deck Battens Direct Battens Direct Deck Battens Direct Deck Battens Direct Deck Split Shake 7.70 7.62 6.61 _Deck 7.50 6.48 7.34 6.31 7.16 6.13 6.95 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Mechanically Fastened Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19132" plywood) Battens Saxony 900 2-10d Ring Shank Nails 30.9 38.1 17.2 Slate, Shake & _ 1-10d Smooth or Screw Shank Nail 7.3 9.8 4.9 Split Shake 2-10d Smooth or Screw Shank Nails 14.0 _ 18.8 7.4 1 .#O8 Screw 30.8 18.2 2 .48 Screws 51.724.4 1-10d Smooth or Screw Shank Nail (Field Clip) 24.3 2 24.2 1-1 Od Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2-10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2-1 Od Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 APPROVED NOA No.: 21-0107.02 Expiration Date: 04/26/22 Approval Date: 03/04/21 Page 5 of 12 Table 5: Attachment Resistance Expressed as a Moment Mf (ft.-Ibf) for Two Paddy Adhesive' Set Systems Tile Tile Application Minimum Attachment Profile Resistance Saxony 900 DuPont de Nemours, Inc. Slate, Shake & Split Shake TILE BONDTm Roof Tile Adhesive 632 TILE BONDTm Roof Tile Adhesive 651 ICP Adhesives and Sealants, Inc. 31.31 ICP Adhesives Pol set® AH-160 DAP Foam, Inc.Touch 'N Seal 594 StormBond 62 Two -Component Polyurethane Roof Tile Adhesive 1 See foam adhesive manufacturer's com onent approval for installation requirements. 2 Dupont de Nemours, Inc TILE BONDTm Roof Tile Adhesive one -component foam minimum weight per paddy 8 grams. 3. ICP Adhesives and Sealants Inc, ICP Adhesives Polyset® AH-160 two -component foam, minimum weight per paddy 8 grams. 4. DAP Foam, Inc. Touch 'N Seal StormBond� 2 Two -Component Polyurethane Roof Tile Adhesive two -component foam minimum weight per paddy 8 grams. 5. Dupont de Nemours, Inc. TILE BONDT" Roof Tile Adhesive one -component foam, Average weight per patty 16 rams. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Single Paddy Adhesive Set Systems Tile Tile Application Profile Minimum Attachment Resistance Saxony 900 Slate, Shake & Split Shake ICP Adhesives and Sealants, Inc. Polyset® AH-160 119, 1157 831 601 DAP Foam, Inc.Touch'N Seal Storm Bondi 2 Two -Component Polyurethane Roof Tile Adhesive 9310 6211 5 See Table 5 6 Large paddy placement of 45 grams of ICP Adhesives and Sealants, Inc. Pol set® AH-160 two -component foam. 7 Large paddy placement of 34 grams of ICP Adhesives and Sealants, Inc. Pol set® AH-160 two -component foam. 8 Medium paddy placement of 24 grams of ICP Adhesives and Sealants, Inc. Pol set® AH-160 two -component foam. 9 Medium paddy placement of 18 grams of ICP Adhesives and Sealants, Inc. Pol set® AH-160 two -component foam. 10 Large paddy DAP Foam, Inc Touch 'N Seal StormBon& 2 Two -Component Polyurethane Roof Tile Adhesive two - component foam minimum weight per paddy 45 grams. 11 Medium paddy DAP Foam, Inc.Touch 'N Seal StormBond® 2 Two -Component Polyurethane Roof Tile Adhesive two- com onent foam minimum wei ht er add 24 rams. NOA No.: 21-0107.02 Expiration Date: 04/26/22 Approval Date: 03/04/21 Page 6 of 12 Table 7: Attachment Resistance Expressed as a Moment - Mf (ft.-Ibf) for Mortar Set Systems Tile Tile Minimum Attachment Profile Application Resistance Saxony 900 Mortar Set" 43.9 Slate, Shake & Split Shake 12 Bermuda Roof Co. Inc. Tile-Tite Roof Tile Mortar LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below, or following statement: "Miami -Dade County Product Control Approved". LABEL FOR BORAL SAXONY 900 TILES (LAKE WALES FL PLANT) LOCATED UNDERNEATH TILE BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 21-0107.02 Expiration Date: 04/26/22 Approval Date: 03/04/21 Page 7 of 12 NAIL HOLES PROFILE DRAWINGS UNDERLOCK SAXONY 900 - SLATE 5/32" (Slate) COVERLOCK NOA No.: 21-0107.02 MIAMI-0ADE COU� Expiration Date: 04/26/22 Approval Date: 03/04/21 Page 8 of 12 NAIL, HOLES PROFILE DRAWINGS r IRA 13" Note: Available Top Surface Finishes 5. Complete the brushed 6. Right half brushed (shown in drawing) 7. Left half brushed 8. No brush SAXONY 900 - SPLIT SHAKE 1-9/32- (Shake) NOA No.: 21-0107.02 MAN-MADE COUNTY Expiration Date: 04/26/22 Approval Date: 03/04/21 Page 9 of 12 NAIL HOLES W PROFILE DRAWINGS SAXONY 900- SHAKE 1-9/32"(Shake) NOA No.: 21-0107.02 Expiration Date: 04/26/22 Approval Date: 03/04/21 Page 10 of 1.2 Set No.: la _ I Photograph Interdependent: Two (2) beads/paddys; Attachment: minimum 1-in. x 1-in. x 8-in.; minimum contact area of 16 in' each Paddy Type f Placement Attachment TWO 12) beads/paddys, Irdvrdrpendent Minimum I -in X]-in x8-In. Adhesive Rates: 8 gram/paddy SET IA Minimum Attachment Min, Tile Contact Characteristic Resistance Expressed Area, in' per Tile ) Resistance Force, lbf as a Moment, ft-Ibf —I — — 32 I 57 1 63 NOA No.: 21-0107.02 MW4DADECP UN Expiration Date: 04/26/22 Approval Date: 03/04/21 Page I I of 12 i , Set No.:I1b Photograph Independent, Two (2) beads/paddys; Attachment mmimum 2 in. x 2-in. x 4 in., starling l' back from head of underlying tile; _mmimum contact area of R in? each SET 1 B Tile Material / _ _ Paddy Minimum Attachment Profile Product Type I Placement Min. Tik Contact Characteristic I Resistance Expressed Area, In° per Tile Resistance Force, Ibf as a Moment, ft-Ibf Attachment: Two 12) beads; paddys, Independent minimum 2 m. x 2-in x 4 in, sta,r:ng I" back from head of underlying rile 16 61 65 Adhesive Rates: 16 grant/paddy END OF THIS ACCEPTANCE NOA No.: 21-0107.02 MIAM MADE COUNTY Expiration Date: 04/26/22 Approval Date: 03/04/21 Page 12 of 12