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HomeMy WebLinkAboutProduct Approval 10 RECEIVED REVIEWED CO p:F '; FILE ;, NOV CerbfrovteofA uthorizotion#32455 � � 1 ,8 1010 353 Christian Street,Unit413 h` ' Permitting Department oxford,CT 06478 ST. St,Lucie County 26�_9245 B®cc (203) i Ir I v `i1 s: iF`a` -i' ,.t s."' '�. "Y?3 �• ;s .,i.' fyvi-`�? Evaluation Report M3571012.10-R11 Boral Roofing^f FL14317-RIO 7575 Irvine Center Drive,Suite 100 Date of Issuance:12/7-1/2010 Irvine,CA.92618 Revision 11:10/12/2018 (602)269-2298 SCOPE: ule 63G20-3 and the applicable rules and regulations governing the use o This Evaluation Report is issued under R construction materials in the State of Florida.The documentation submitted has been reviewed by Robert Nieminen, P.E.for use of the product under the Florida Building Code and Florida Building Code,Residential Volume. The products described herein have been evaluated for compliance with the Su'Edition(2017)Florida Building Code sections noted herein. DESCRIPTION: Boral Roof Underlayments LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein. CONTINUED COMPUANCE: This Evaluation Report is valid until such time as the named product(s)changes,the referenced Quality Assurance documentation changes,or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreementto notify Robert Nieminen,P.E.of any changes to the product(s),the Quality Assurance or the production facility location(s). NEMO ETC,LLC requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "NEMOIetc. Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety. INSPEMON:Upon request,a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This.Evaluation Report consists of pages 1 through 8. Prepared by: d�.� =" Robert J.M.Nierr+ir+en P.E. ThefacsimilesealaPPearingwasauthorizedbyRobert Nieminen,P.E.on 10/12/201&This does not serve as an Florida Registration No.59156,Florida DCA ANE1983 electronically signed document. CEFMFiCATION OF INDEPENDENCE: 1. NEMO ETC,LLC does not have,nor does it intend to acquire or will it acquire,a financial interest in any company manufacturing or distributing products it evaluates. 2. NEMO ETC,LLC is not owned,operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen,P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the product. S. This is a building code evaluation. Neither MEMO ETC,LLC nor Robert Nieminen,P.E.are,in any way,the Designer of Record for any project on which this Evaluation Report or previous versions thereof,is/was used for permitting or design guidance unless retained specifically for that purpose. elf— ROOFING COMPONENT EVALUATION: Product Category: Roofing �- - Sub-Category: Underlayment Compliance Statement: Boral Roof Underlayments, as marketed by Boral Roofing, have demonstrated compliance with the following sections of the Wh Edition (2017) Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the installation Requirements and Limitations /Conditions of Use set forth herein. 7 „ 7 v 'ter c.:✓�,� �_ s �} 7 3�w rr 35.^�.._. t C�a rG4 �:. x �c�'4 '!r: 1504.3.1 Wind Uplift UL 1897 201Z 1507.1.1,T1507,1.1, Physical Properties ASTM D1970 2015 1507-2.9.2 1507.3.3 Physical Properties FRSA/TRI April 2012(04-12) 2012 ERD(TST 6049) Physigl Properties M36790.07.11 09/30/2011 ERD(TST 6049) Physical Properties 840380.08.12 08/28/2012 ERD(TST 6049) Tensile Adhesion/LTA C41420.09.12-2 09/11/2012 ERD(TST 6049) Adhesion 841940.09.12 09/13/2012 ERD(TST 6049) Tensile Adhesion/LTA B47390.07.14-1 07/31/2014 ERD(TST 6049) Tensile Adhesion/LTA B41390.09.14 09/04/2014 OC(PDM1838) Physical Properties Equivalency statement 11/02/2017 PRI(TST5878) ASTM D1970 NEI-031-02-02:REV 10/27/2010 PRI(TST5878) ASTM D1970 NEI-029-02 01:REV 12/03/2010 PRI(TST S878) Tensile Adhesion/LTA NEI-046-02-0IREV 12/17/2010 PRI(TST 5878) FRSA/TRI April 2012 NEI-076-02-01 02/14/2011 PRI(TST 5878) ASTM D1970 NEI-034-02-02 01/29/2013 PRI(TST 5878) Wind Uplift BORR-001-02-01 03/17/2015 PRI(TST 5878) Wind Uplift BORR-005-02-01 06/24/2015 PRI(TST 5878) Tensile Adhesion/LTA DAPF-002-02-02 03/08/2018 PRI(TST 5878) ASTM D1970(adhesion) OCF-443-02-01 10/11/2018 UL,LLC.(QUA 9625) Quality Assurance Service Confirmation Exp.08/21/2020 •��,�.` r -v a� 3-Ct� h5...,r+ti "et 3 °�. � � c N x; --_"'" __'.$"-+ . 4.1 Boral® TileSeal 50"T is a nominal 50-mil thick, polyester-surfaced, self-adhering SBS modified bitumen roof underlayment;meets ASTM D1970. 4.2 Boral° 'ileSeal' is a nominal 60-mil thick, polyester-surfaced, self-adhering SBS modified bitumen roof underlayment;meets ASTM D1970 and FRSA/TRI 04-12. 4.3 Boras© MetalSeal"T is a nominal 60-mil thick, polyester-surfaced, self-adhering SBS modified bitumen roof underlayment;meets ASTM D1970 and FRSA/TRI 04-12. 4.4 GatorSeal°is a nominal 55-mil thick,granular-surfaced,fiberglass reinforced,self-adhering SBS modified bitumen roof underlayment;meets ASTM D1970. 4.5 Citadel°Plus is a nominal 48-mil thick,fabric-surfaced,fiberglass reinforced,self-adhering SBS modified bitumen roofing underlayment for use as a base-layer in multi-ply underlayment systems,meets ASTM D1970. PIEN10 ETC,LLC Evaluation Report M35710.1210-R21 cemficate ofAuthonzndon a2455 a"rt c'4 E Ti 0 Al 120:7)ro'C i@'01"!-iti i;%E1111.L U47i 1,0M 1 a P :3Fi-M-1 0 Boras Roof Underlayments;(602)269-2288 Revision 11:10/12/2018 Page 2 of 8 tlf'i {t+ ' .,.yxz-tr 2�. ~5.1 This is a building code evaluation. Neither NEMO ETC,LLC nor Robert Nieminen,P.E.are,in any way,the Designer of Record for any project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions. 5.3 Fire Classification is not part of this Laboratory Report;refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Boral Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. if not listed, a request may be made to the Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable Roof Covers: Table 1 pertains to use of each listed underlayment by-itself beneath the stated roof covers. Refer to the installation instructions for multi-ply underlayment options. Asphalt Adhesive-set Wood Shakes Underlayment Shingles Nail-On Tile Tile Metal &Shingles Slate Boral Tile5eal 501 Yes No No Yes Yes Yes Boral TileSeal"T Yes Yes Yes(See 5.5.1) Yes Yes Yes - Boral,MetalSeal"T Yes Yes Yes Yes Yes Yes (See 5.5.1) GatorSeal Yes No No No Yes Yes 5.5.1 "Adhesive-set Tile"is limited to use of following Approved file adhesives/underlayment combinations. Adhesive Florida Product Underlayments Approval DAP Foam Touch'n Seal StormBond Roof Tile Adhesive FL14506 Boral TIleSealHT or Boras MetalSeal"T DAP Foam Touch'n Seal StormBond 2 Two-Component FL21374 Boral TileSeal"T or Boral MetalSeal"T Polyurethane Roof Tile Adhesive Dow TILE BOND"Roof Tile Adhesive FL22525 Boral TileSealHT or Boral MetalSeal"T iCP Adhesives PolyseV AH-160 FL6332 Boral TileSeai"T or Boral MetalSeal"s ICP Adhesives Polyset°RTA-1 FL6276 Boral TlleSeal"T or Boral MetalSeal"T s Refer to Trle Manufacturer's orAdhesive Manufacturer's Florida ProductApproval for Overturning Moment Resistance Performance. NEN10 Z!C,LL% evaluation Report N135710.12.10-1111 Urtifl=eofAuthonzation#32455 6"'_DrnoK,,(2C3 )FSC�!0i';-ikl,-,7 VA. ,ON FL't3:.7-R_o Boras Roof Underlayments,(602)269-2288 Revision 11:10/12/2019 Page 3 of 8 E II 5.6 Allowable Substrates: J 5.6.1 Direct-Bond to Deck: Citadel Pius,Boral TileSeal 50",Boral TileSeal ,Boral MetalSeal"T or GatorSeal: 8 ;Plywood(unprimed or primed with ASTM D41 primer). Boral TileSeal"T or Boral MetalSealw: > OSB(unprimed or primed with ASTM D41 primer). Note:Refer to Section 5.6.4 for uplift limitations associated with direct-deck underlayment installations where the overlying roof cover is adhesive-set tile roofing 5.6.2 Bond to Base Laver Underlavment: Citadel Plus,Boral TileSeal 501,Boral TileSeal",Boral MetalSeal"T or GatorSeal: a ASTM D226,Type If felt;Citadel Plus. For installations under mechanically attached prepared roof coverings,base layer shall be attached per minimum codified requirements. For installations under adhesive-set tile systems,base layer shall be attached per minimum requirements of FRSA/TRI April 2012(04-12),Appendix A,Table 1,or as listed in Section 5.6.4 herein,or as tested in accordance with FBC 1504.3.1. 5.6.3 Bond to Other Substrate TvpeS: Citadel Plus,Boral TileSeal 50",Boral TileSeal",Boral MetalSeal"T or GatorSeal: ASTM D41 primed metal(e.g-,flashing metal,valley metal,etc.). Boral TileSeal"T: v Huber Zip Deck(unprimed or primed with ASTM D41 primer);Dens Deck Prime. Note: For installation under mechanically attached prepared roof coverings, insulation shall be attached per minimum requirements of the prepared roof covering manufacturer's Product Approval. 5.6.4 Wind Resistance for Underlavment Systems in Adhesive-set Tile Applications: FRSA/TRI April 2012(04-12)does not address wind uplift resistance of all underlayment systems beneath adhesive-set the systems, where the underlayment forms part of the load-path. The following wind uplift limitations apply to underlayment systems that are not addressed in FRSA/TIII April 2012(04-12)and are used in adhesive-set tile applications. Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2(the 2 to 1 margin of safety per FBC 1504.9 has already been applied).Refer to FRSA/TRI April 2012(04-12),Appendix:A,Table 1A or FBC 1609 for determination of design wind loads #1 Maximum Design Pressure=-120.0 post: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: (Optional)ASTM D41 to the plywood deck Base Ply: Citadel Plus,self-adhered Cap Sheet: Boral TileSeal"T or Boral MetalSeal"T,self-adhered,and back-nailed within the selvedge-edge side laps using 12 ga,x 1%"ring shank nails through 32 ga.,15/8"diameter tin caps spaced 12-inch o.c. #2 Maximum Design Pressure=-142.5 usf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Ply: None Cap Sheet: Boral TileSeal"T or Boral MetalSeall,self-adhered and back-nailed within the selvedge-edge side laps using 12 ga.x 11/0'ring shank nails through 32 ga.,1-5/8"diameter tin caps spaced 12-inch o.c. f!E?AO ET=,LLC Evacuation Report M35710.12.10-R11 CertijlcateofAuthortw9an#32455 6"En;T MDi4(7-0 ;F SC i+ION4—l�::-EVALUAOHI ''-_`='� '0 - - Borai Roof Underlayments;(602)269-2288 —_......._._.. Revision=-10/12/2018 Page 4 of 8 #3 Maximum Design Pressure=-202.5 psf Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: Tropical Roofing Products#410 Quick Dry Primer or other ASTM D41 primer to the plywood deck Base Ply: None Cap Sheet: Boral TileSeal"Tor Boral MetalSeall,self-adhered,and back-nailed within the selvedge-edge side laps using 12 ga.x IN"ring shank nails through 32 ga,1-5/8"diameter tin caps spaced 12-inch o.c. 44 Maximum Design Pressure=-210.0 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer; KARNAK#89 Sta Tak Primer to the plywood deck Base Ply: None Cap Sheet: Boral TIleSeal"T or Boral MetalSeal"T,self-adhered,and back-nailed within the selvedge-edge side laps using 12 ga.x 1'/a"ring shank nails through 32 ga.,1-5/8"diameter tin caps spaced 12-inch o.c. #5 Maximum Design Pressure=-220.0 osf Deck: Min.2,500 psi structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: ASTM D41 to the concrete deck Base Ply: (Optional)Citadel Plus,self-adhered Cap Sheet: Boral TileSeal"T or Boral MetalSeal",self-adhered 5.6.4.1 Note:For adhesive-set tile systems,if there is a base ply or mid-ply of Citadel Plus in the system,the project design pressure requirements may not exceed-120 psf. 5-7 Exposure Limitations: CatorSeal shall not be left exposed for longerthan 30-days after installation,priorto placement of final roof cover. Borai TileSeal 50";Boral TileSeal"T or Boral MetalSeal"T shall not be left exposed for longer than 180-days after installation,prior to placement of final roof cover. Citadel Picas,for use as a base-layer in a multi-ply underlayment system,shall not be left exposed for longer than b 80-a1ai/s after installation,prior to placement of subsequent underlayment layer. 5.8 Tile Slippage Limitations(FRSA/TRI April 2022(04-12)]: When loading roof tiles on the underlayment in direct-deck file assemblies,the maximum roof slope shall be as follows. These slope limitations can only be exceeded by using battens during loading of the roof tiles. Udderlayment 'File Profile Staging Method Maidmun Slope Boral TileSeal"T or Flat Max.10-tile stack 6:12 I Boral MetalSeal"' Lugged Max.10-tile stack 6:12 y.. ... a # ^kart 6.1 Boral Roof Underlay ments shall be installed in accordance with Boral Roofing published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re-fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application,and prime the substrate(if applicable). 6.3 Install self-adhering underlayment when ambient and surface temperatures are minimum 407 and rising. 1,4[iv40 UC,LLC Evaluation Report M35710.=0-R12 Certificate ofAuthorization#32455 5"ED1171OP.!f2017)FSC NiOi:;V:Z EVA LU yIDid FU0317-R-10 Boral Roof Underlayments;(602)269-2288 Revision 31.10/12/2018 Page 5 of 8 r+ F Z51 S 6.4 Citadel Plus: 6.4.1 Citadel Plus is limited to use as a base or mid-layer in multi-ply underlayment systems beneath Boral TileSeal 50"T, Boral TileSeall or GatorSeal. 6.4.2 Slope limitations are those associated with the top-layer underlayment. 6.4.3 Direct to Deck: Cut the membrane into manageable lengths,typically 10 to 12 ft.Align the membrane parallel to the roof edge, extending over by%-inch.Fold the membrane away from the edge onto itself. Remove the release sheet. Place the membrane with the exposed rubberized asphalt onto the deck,pressing firmly into place. Roll into place with a weighted roller. Fasten the top edge of the sheet to the deck with corrosion resistant roofing nails, nails &tin tags or 1-inch diameter plastic or steel cap nails spaced maximum 12-inch o.c. Overlap successive courses the entire width of the black-selvedge area,minimum 2 inches(horizontal lap)and minimum 6"end(vertical)laps. Install final underlayment layer atop Citadel Plus per 'direct-to-deck' instructions for Boral TileSeal 501, Boral TileSeal';Boral MetalSeallrr or GatorSeal. 6.4.4 To Base Sheet: Install base sheet of ASTM D226,Type 11 felt in accordance with Code requirements or install base ply of Citadel Plus in accordance with Boral Roofing published installation instructions and Section 6.4.3 and when used as part of a multi-ply system. Install optional Citadel Plus as a mid-ply in accordance with Boral Roofing published installation instructions and pY g Section 6.4.3. Install final underlayment layer atop Citadel Plus per'direct-to-deck' instructions for Boral TileSeal 50"T, Boral TMSeall or GatorSeal. Note:For adhesive-set tile systems,if there is a base ply or mid-ply of Citadel Plus In the system,the project design pressure requirements may not exceed-120 psf. 6.5 Boral TileSeal 50HT: 6.5.1 Shallbe installed in compliance with the requirements for ASTM D1970 underlayment in FBC Table 1507.2.3.for the type of prepared roof covering to be installed. 6.5.2 Do not use Boral TileSeal 50'on roof pitches less than 2.12. 6.5.3 Non-Tile Applications.Direct to Deck: Cut the membrane into manageable lengths,typically 10 to 12 ft.Align the membrane parallel to the roof edge, extending over by%-inch.Fold the membrane away from the edge onto itself. Remove the release sheet. Place the membrane with the exposed rubberized asphalt onto the deck,pressing firmly into place. Roll into place with a weighted roller. Fasten the black selvedge edge to the deck with corrosion resistant roofing nails,nails&tin-tags or 1-inch diameter plastic or steel cap nails spaced maximum 24-inch o.c.for slopes below 7:12 and maximum 12-inch o.c.for slopes 7:12 and greater. Overlap successive courses the entire width of the black-selvedge area,minimum 3-inch. Seal under end (vertical) laps using approved mastic, or use Joined and Folded Seam or Inverted Sheet Seam method detailed in Boral Roofing published installation instructions. NE A0 E4C,LLC Evaluation Report M35710.12.10-R11 CertifimieofAuthora&jon#32455 5"'ED31IOi--_(21)17)FBC NIGH-PI aZ EaVALURFIONc Boral Roof Underlayments,(602)269-2298 Revision 11:10/1212018 Page 6 of 8 6.5.4 Non-Tile Applications,to Base Sheet: Install ASTM D226,Type li felt in accordance with Code requirements or install Citadel Plus in accordance with Boral Roofing published installation instructions and Section 6.4. install Boral TileSeal 50"T in accordance over ASTM D226,Type it felt or Citadel Plus with Boral Roofing published installation instructions and Section 6.5.3,except end(vertical)laps,described below. Apply SBS Mastic under all end(vertical)laps or any other laps where the self-adhering bituminous underside is in contact with the fabric top surface,rolling the interface into place with a weighted roller. 6.6 GatorSeal: 6.6.1 Shalibe installed in compliance with the requirements for ASTM D1970 underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed. 6.6.2 Do not use GatorSeal on roof pitches less than 2:12. 6.6.3 Non-Tile applications.Direct to Deck: Cut the membrane into manageable lengths,typically 10 to 12 ft.Align the membrane parallel to the roof edge, extending over by/d-inch_Fold the membrane away from the edge onto itself. Remove the release sheet. Place the membrane with the exposed rubberized asphalt onto the deck,pressing firmly into place. Roll into place with a weighted roller. Fasten the black selvedge edge to the deck with corrosion resistant roofing nails,nails&tin-tags or 1-inch diameter plastic or steel cap nails spaced 24-inch o.c.for slopes below 7:12 and 12-inch o.c.for slopes 7:12 and greater. Overlap successive courses the entire width of the black selvedge area,minimum 34nch. Seal end (vertical) laps using SBS Mastic under all side (vertical) laps or any other laps where the self-adhering bituminous underside is in contact with the granular or mineral top surface,rolling the interface into place with a weighted roller,or using the inverted Sheet Seam detailed in Boral Roofing published installation instructions. 6.6.4 Non-tile Applications,to Base Sheet: Install ASTM D226,Type 11 felt in accordance with Code requirements or install Citadel Plus in accordance with Boral:Roofing published installation instructions and Section 6.4. Install GatorSeal overASTM D226,Type Ii felt or Citadel Plus in accordance with Boral Roofing published installation instructions and Section 6.6.3 except end(vertical)laps,described below. Apply SBS Mastic under all side(vertical)laps or any other laps where the self-adhering bituminous underside is in contact with the granular top surface,rolling the interface into place with a weighted roller. 6.7 Boral TileSeall or Boral MetalSeali{T: 6.7.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Table 2507.1.1 for the type of prepared roof covering to be installed_ 6.7.2 Do not use Boral TileSeai"T or Boral MetalSeal"T on roof pitches less than 2:12. 6.7.3 Non-Tile Applications,Direct to Deck: For OSB substrate, prime with ASTM D41 primer and allow-to dry prior to installation. Cut the membrane into manageable lengths,typically 10 to 12 ft.Align the membrane parallel to the roof edge,extending over by X-inch. Fold the membrane away from the edge onto Itself. Remove the release sheet. Place the membrane with the exposed rubberized asphalt onto the deck,pressing firmly into place. Roll into place with a weighted roller. Fasten the black selvedge edge to the deck with roofing nails,nails&tin-tags or 1-inch diameter plastic or steel cap nails spaced maximum 12-inch o.c. Overlap successive courses the entire width of the black-selvedge area, minimum 3-inch. Seal under all end (vertical) laps using approved mastic or use Inverted Sheet Seam method detailed in Boral Roofing published installation instructions. i+':Ei:.lO E i C,LAC Evaluation Report M35710M.10-R11 Ceniftrate ofAutharizaUan 932455 0 E€3f fiON(2017)FOC i ION-MVIM=ci'ALUATfOlt F U14317-F.?0 Boral Roof Underlayments,(602)269.2288 Revision 11:10/12/2018 Page 7 of 8 6.7.4 Non=Tile Applications to Base Sheet L Install ASTM D226,Type 11 felt in accordance with Code requirements or install Citadel Plus in accordance with Boral Roofing published installation instructions and Section 6.4. Install Boral TileSeall or Boral MetalSeal'over ASTM D226,Type Ii felt or Citadel Plus in accordance with Boral Roofing published installation instructions and Section 6.7.3,except end(vertical)laps,described below. Apply SBS Mastic under all end(vertical)laps or any other laps where the self-adhering bituminous underside is in contact with the fabric top surface,rolling the interface into place with a weighted roller. 6.7.5 Tile Applications: Reference is made to FRSA/THI April 2012(04-12)Installation Manual and Table 1 herein,using the instructions noted above as a guideline. For mechanically fastened tie roofing over 2-ply system,consisting of Base Sheet and self-adhering top sheet(s), Base Sheet fastening shall be not less than FRSA/TRi April 2012(04-12),Table 1. For adhesive-set file app►ications,refer to Section 5.6.4 herein. Note:For adhesive-set the systems,if there is a base ply or mid-ply of Citadel Plus in the system,the project design Pressure requirements may not exceed-120 psf. Refer to Section 5.8 fortile staging limitations. Battens must be used for all tile installations atop Boral TileSeal"T or Boral MetalSealHT with roof pitches of 2%to less than 3:12. Boral Roofing's Elevated Batten System or counter battens are required. .. - ,_„_,_.ti _c..� ,x ram.... c -_"'tr, z_ pY`'§�p..-r-•:_—We f ;..::� " �v..fir _.�E., a. �- 4 . t :. As required bythe Building OfFicial or Authority Having Jurisdiction in order to properly evaluate the installation of this product. UL, END OF EVALUA I ION REPORT- WEiv)D r-eC,LLC Certilicate afAuthorroton#32455 5"!EDITION.)'-G_i} _ _ c ti Evaluation Report M35710. 30-R31 e ,n F 4377-ii0 Boral Roof Underleyments,(602)269-2298 Revision 1110/12/2018 Page 8 of 8 ' ExM101t RESEARCH&DESIGN,LLC- GeWfrcate of AatltortwdOn:.9503 353 CHRiS11AN STREET,UNIT#13 gg' _ E� , VM �� ® PHO �,� 4NE!(243)52-9245 i l CODECOMPLIANCE FAX:(203)262 9243 EIfAWATION REPORT ' COUT. NTY Report E`+0240.0s.08-R4 East Coast Metals,111c. O C C FL5374•R4 2301 Test 8 Lane Date of Issuance:09103/2008 Hialeah,FL 33010 Revision 4:0311 712 01 5 SCOPE: ladons governing the use of This Evaluation Report is issued under Rule 61G20-3 and th Ii � e 1 P.E.for construction materials in the State of Florida- Cade and documentation ntatFlorida Building Code,Residential Volume. Th proobert lducts described use of the product under the Florida g herein have been evaluated for compliance with the Sth Edition(2014)Florida Building Code sections noted herein- DEscRIPTION: East Coast Metals Channel Metals d Quality Assurance Agency noted herein. LABEUNG: Labeling shall be in accordance with the requirements the Accredite CONTINUED COIYPUANCE: This Evaluation Report is valid unfit such time as the named product(5) changes, the referenced or the Quality Assurance documentation changes,or provisionementto notify Robert N em enr P.E.if the od product chuct change. anges ce of this Evaluation Report by the named client constitutes ag of this Evaluation Report ERD re wires a complete review referenced Quality Assurance documentation changes. Trinity q relative to updated Code requirements with each Code Cycle. be displayed in ADVER�samENT: The Evaluation Report number preceded by the words "Trinity ERD Evacuated" may advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety. IDISPECn0KI: Uponj request,a copy of this entire Evaluation Report a the all be provided vide Build a user b .the manufacturer or its distributors and shall be available for inspection atth J This Evaluation Report consists of pages 1 through 7. Prepared by: _�: s - _ .: _ •O'c: tii_3 snsassthoieEd Irr ac6en trtenc�+. rayMASd4 !i d • - aeef rmtse3+z u an cleecci='alft di� .�. �iC:r Ps on®/E1i7a75. Leentmm�lted io the Robert l.M_Nteininen,P %Fs •-••=�:c a „�L s .seaw +'sh-� Florida RegbIradan No-59166,Ronda DCR ANE1983 _`;J1i,�,�,ni �- PmdutiaFGrlAdmhistrawtothenancdc'n:nc CERTIFICATION OF INDEPEnDENCE: manufacturing or 2. Trinity(ERD does not have, nor does it Intend to acquire or will it acquire,a financial interest in any company distributing products it evaluates. products itevaluates. 2. T rinityI ERD is not owned,operated or controlled by any company evaluates- manufacturing or distributing p anufacturing or distributing products for 3. Robert Nieminen, P.E.does not have ear will acquire,a finandal interest in any company m which the evaluation reports are being issued. approval process of the 4. Robert Nieminen,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the app product. i way,the Designer of Record for any 5. This is a building code evaluation. NeitherTrinitylERD nor Robert Nieminen,P.E_are,in any project on which this Evaluation Report,or Previous versions thereof,is/was used for permitting or design guidance unless retained specifically for that purpose. Reviewed For Code Compliance Wayyi,&S7wnvvla kv 01/22/2019 07,f a r;- I i t j '� 2 b V L I `dt RoomvG GompaNsa EVAWAnant: 1. .SCOPE: Produce Category: Roofing Sub-Category: Roofing Accessories that are an Integral Part of the Roofing System Compliance Statement_ East Coast Metals Channel Metals,as produced by East Coast Metals,have demonstrated compliance with the following sections of the Florida Building Code through testing In accordance with the following Standards. Compliance Issubjectto the Installation Requirements and limitations/Conditions of Use set forth herein. . 2. STANDARDS: Section i PropertyStandard Year 1507.33 i Installation,non-HVHZ FRSA/Ml April 2012(04-12) 2012 1528.8.1 Installation,HVHZ RAS LT8,119-9-220 1995 1523.6S-2 2 Static Upfiftilesistance TAS101 1995 1711.21 Static Uplift Resistance 5BCC155TD 11 1997 i 3. REFERENCES: Entity Examination Reference Date ERD(.ST6049) Static Uplift Resistance E42730.08.3 08/23/2023 ERD 95 5049) Static Upliftilesisance EMPSC679512.14-1 02/27/20a ERD UM049) Static Uplift Resistance ECNI-SC6795JZ14-2 02127/2015 RoridaTEC(rSi7393) TAS 101 Slo 528R 10/27/2010 PRI(rST5878) TAS 202 ECM-001-0Z-01 09/31/2001 PRI(TSTS878) TAS 101 ECM-003-02-01 06/23/2008 PRI i �87B) TAS 101 ECWI-004-02-01 06/13/2008 PRI(T 5T5878) TAS 101 ECM-005-OZ-02 06/13/2008 PRI i IS878) TAS 101 ECM-006-02-01 06113/2008 = i PRI 878) TAS 101 ECM-007-02-01 (16/23/2008 PRI(TSi5878) TAS 101 EUv1-0o8.02-01 06/13/2008 Florida Building fade AttachmentReQuirementr FRSA/1'RI A 812{04 0412012 Florida Building Code-HVHZ Attachmentilequrrements RAS ,219 and 12f1 1g95 East Coast Metals Metal Quality r Certifications Various Architectural Testing(QUA1844) Quality Control Participation Letter - .12/31/20i8 4. PRoDUCr DEsaupnom 4.1 Hip & Ridge Channel Metal: Pre 4ormed metal c nnel designed for use as a hip and ridge base to which ftiles are banded in FSCApproved roof tile adhesive. Hip&Ridge Channel Metal is available in 119 /8-inch{_ 3/8-inch)length by 25,3,35,4,5,6 or7-inc L�3/8-)nch) heights with I5-inch(_1/16-inch)deck-flan es. I _ Exterior Research`and Design,I.I.C. anon Report E1024n.09.a8-R4 -^erilrmte OfAuthcrrmtran a9s03 Revision a:a3iii7 4- ol114.s Page of 7 � 1 TWN J ERD 4.2 Trim Lock Channel Metal: Pre-formed metal channel designed for use as a hip and ridge base to which roof tiles are bonded in FBC Approved roof tile adhesive. Trim Lock Channel Metal is characterized by its profiled and perfarated upper horizontal flange designed to receive and allow for interlock with the overlying tile adhesive. Trim Lock Channel Metal is available in 119 3/$-inch L 3/8")length by 3,3.5,4,5 or 6-inch L 3/84nch)heights with 1.5-inch L=1/16-inch)deck-flanges. 4.2 Trim Lock Plus Channel Metal:Pre-formed metal channel ! / t designed for use as a hip and ridge base to which roof tiles ,��F Approved roof tile adhesive. Trim Lock I bonded in FBC App ;�• , plus Channel Metal is characterized by its profiled and f. F perforated upper horizontal flange designed to receive jr` I 1 'and allow for interlock with the overlying file adhesive and its perforated deck flanges,designed for installation f''=�/r l 'atop the roof underlayment via placement in FBC �� K Approved roof tile adhesive, which flows-through and interlocks with the underlying adhesive. Trim Lock Plus Channel Metal is available in]19 3/8-inch , t (T 3/8")length by 3,3.5,4,5 or 64nch(±3/84nch)heights with 1.54nch(±1/164nch)deck flanges. IV 4.4 East Coast Metals Channel Metals are fabricated ofthe following metals: 1 > Galvanized Steel- Min.0.019 g 0.002-inch,ASiTA A653(G-90),min.33 iC51. ,� 6aivatume Steel: Min.0.019±0.002 inch,ASTM A792,A735,min.35 K51. v� Aluminum: Min.0.032±0.002 inch,ASTM B2U9,3003-H14,min.21 KSL min.35 KSf. > Stainless Steel: Miq.0.019±0.002-Inch,ASTM A240/A480,T3041 $. UmITATIONS: bert Nierninen, Way.the Designer of This is a building code evaluation. s Evaluation Trinity]Report, nor rev previous versions thereofeis/was used for permitting or Record for any project on which this Evaluation Repo or p design guidance unless retained specifically far that purpose. Evaluation Report E10240083.08¢R4 Exterior Research and Design,LLG Revision 4•03/1712015 [ertilirntEojAuthodratraa119503 page3 of7 TRIM 5.2 FOR HVHZIURiSDICrIONS: 5.2.1 For Hip &Ridge Channel Metal or Trim Lack Channel Metal, refer to FBC RAS M, Drawing 3.3, Detail 3;RAS 139, Drawing 12, Detail 3; or RAS 120, Drawing 15, Detail 3. For Trim Lock Plus Channel Metal,refer to the installation instructions herein. 5.2.2 For HVHZ jurisdictions,installations of Hip&Ridge Channel Metal and Trim Lock are prescriptive by RAS 218,119 and 3. 0,and the data inTables lA and IS is supplemental to these prescriptive allowances. Installations of Trim Lock Plus are limited to projects having a required moment resistance(M,)or uplift resistance(F,), as:determined in accordance with RAS 127,not greater than the following•values. Referto the-die adhesive manufacturer's published installation instructions for adhesive paddy placement details. >1 `INDEPENDENT"paddy placement means each individual tile is bonded to the Channel Metal in its own,single foam paddy; file head laps are not bonded. This method is limited to 2-part Ile adhesives. Allowable performance data below for"INDEPENDENT"paddy placement already has a 2 to 1 margin of safety applied to ultimate performance. >- `INTERDEPENDENT"paddy placement means each individual Ile is bonded to the Channel Metal in a foam paddy, and a second foam paddy bonds the the head lap,or two tiles are bonded to the Channel Metal using a single foam paddy. Allowable performance data below for"INTERDEPENDENT'paddy placement already has a 4 to 1 margin of safety applied to ultimate performance- TABLEIA:PEtFoRmANcsLiMcsanoris-HVHZ,INDErenmaurPAoDYPwmvmavr (2 Th 1 MARGM GFSA;TVALREADYAPPLED} Htp/Ridge Metal Adhesive Allowable Performance. Design Metal Type Tile MomentPlacement Moment Based Uplift Based Mt(ft Ilig F(Ibf) Hip&Ridge galvanized day or 3M"'2-Component Foam Independent 127 169 Channel Metal concrete RoofTile AdhesiveAH160 Trim Lack galvanized,Galvalume°, day or 3M"'2-Component Foam Independent 171 159 aluminum orstainlesssteel concrete Roof ileAdhesiveAH-160 Trim Lack Plus galvanized,Galvalume", day or 3Mm 2-Component Foam independent 177 l6s aluminum or stainless steel concrete RoofTde Adhesive AH-160 Thsuil.B:PFRWRMANtELimiTATlows-HVHZ,INiERDEPENDENTPAODYPLAamENr [4T0 1 MARGRP DFSAFMYALREADYAPPBW) Hip/Ridge Metal Adhesive Allowable Performance Tile Moment Based Uplift Based Design Metal Type Type Placement Mr(ft lbf) F'(Ibf) Trim Lodr orTrim gaivani ed,GaivalumeO, day or 3M-2-Component Foam Interdependent 95 88 Lack Plus aluminum or stainless steel concrete RoofTile AdhesiveAH-160 Trim Lode galvanized,Galvalume°, day or 3M-RoofTile Adhesive Interdependent 99 94 stainless steel concrete RTA 1 Trim Loci aluminum dayor 3M"'Foam RoofTrle Interdependent 90 84 concrete Adhesive RTA-1 Trim Lock Plus galvanized,Galvalume°, day or 3M"'Foam RoofTile interdependent 90 84 aluminum or stainless steel concrete AdhesiveRTA-1 Trim Loch galvanized,Galvalume°or day or TILE BONDS'RoofTOe interdependent 123 117 stainiewsteel concrete Adhesive day or THE BOND"RoofTile Trim Lock aluminum concrete Adhesive interdependent 79 73 gaivanized,Galvalume', clay or' TILE BOND"RoofTile + Trim Lock Plus i Interdependent aluminum or stainless steel concrete Adhesive I 79 73 galvanized,Gaivalume°or day or Touch'n Seal StarmBond Trim Lock stainless steel concrete RoofTileAdhesive interdependent 146 139 Trim Lack Aluminum day or Touch'n Seal StormBond Interdependent 58 54 I Iconcrete RoofTile Adhesive Trim Lock Pius galvanized,Galvalume°, day or Touch'n Seal StormBond Interdependent 58 54 aluminum or stainless steel concrete Roof Tile Adhesive Exterior Research and Design,LLC. Evaluation Report E30240.08.08-R4 [erd&rte ofAudror&atfan N9503 FLS374-R4 Revision 4:03(17/2015 Page 4 of 7 I - - • . I IHIN( ERD 5.3 FOR NON-HWUL)RLSDICTIDNS: 53.1 For Hip&Ridge Channel Metal or Trim Lock Channel Metal,refer to FRSA/TRi April 2012(04-12). For Trim Lock Plus Channel Metal,refer to the installation instructions herein 53-2 For non-HVHZ,installations are limited to projects having hip and ridge design pressure requirements, determined in accordance with Table 1A of FRSA/TRI April 2012 (04-12), not greater than the following values. Refer to the tile adhesive manufacturer's published installation insizuctionsfor adhesive paddy placement details. rl "INDEPENDENT'paddy placement means each individual Ile is bonded to the Channel Metal in its own,single foam paddy-,the head laps are not bonded. This method is limited to 2-part tile adhesives- This method is limited to 2-part tile adhesives. Allowable performance data below for"INDEPENDENT"paddy placement already has a 2 to 1 margin of safety applied to ultimate performance. ?; "INTERDEPENDENT"paddy placement means each individual file is bonded to the Channel Metal in a foam paddy, and a second foam paddy bonds the tile head lap,or two tiles are bonded to the Channel Metal using a single foam paddy- Allowable performance data below for'INTERDEPENDENT'paddy placement already has a 4 to 1 margin of safety applied to ultimate performance. TABLE2A:PERFonmANCELINRrATiONs—IMON-HVHZ-iNDFPENDFRn•PADDYPLACEmENT (1 To 1 MARGIN OFSAFETYALREADYA0110) Hip/Ridge Metal Adhesive Allowable Uplift Design i Metal Type Tile TypePlacement i11150 Hip&Ridge ! day or 3M"'2-Component Foam Roof Channel Metal galvanized concrete Tile Adhesive AH 160 independent 169 galvanized,Gaivalumee,aluminum or day or (3M"'Z-Component Foam Roof Trim Lock stainless steel concrete f Tile Adhesive AH 16Q independent 173 Trim Lock Plus galvanized,Galvalume',aluminum or day or 3M"'2-Component Foam Roof independent 178 stainless steel concrete Tile Adhesive AH 160 TABLE2B:PERF13RMANcELimrrATIDNS—Nc)"VH-1,INfE7i BmmENTPAODYPLAamw (4T73 MARGIN OFSAFEIYALRFADYAPPMED) Nip/Ridge Metal Adhesive Allowable Uplift Design Metal Type Tile Type Placement IPsf} Trim Lock or Trim galvanized,Galvalume,aluminum or day or 3Mr"2-Component Foam Roof Interdependent 98 Lock Plus stainless steel concrete Tile AdhesiveAH-160 galvanized,Galvalume�or stainless day or 3M"'Foam Rool Tile Adhesive Trim Lock 1 interdependent 110 steel concrete RTA Trim Lock aluminum day or 3M"'Foam RaoFT�leAdhesive interdependent 43 concrete RTA-1 galvanized,Gatvalumea,aluminum or day or 3M—Foam RoofTiie Adhesive interdependent 43 Trim Ladc Plus stainless steel concrete RTA 1 galvanized,Galva orstainless day or ,,, Trim Lock steel concrete TILE BOND RaofTile Adhesive Interdependent 152 Trim Lack aluminum day or TILL BONDS'RoofTReAdhesive Interdependent 82 concrete Trim Lock Plus galvanized,Galvalume9,aluminum or day or TILE BONDI"RoofTcle Adhesive interdependent 82 stainless steel concrete Trim Lock galvanized,Galvalume`or stainless clay or Touch'n Seal StormBand Roof interdependent 148 steel concrete Tile Adhesive day or Touch'n Seal StormBond Roof Trim Lod: Aluminum interdependent 61 concrete TleAdhesnre Trim Lod:Plus galvanized,Galvalumea,aluminum of day or Touch'n Seal StormBond Roof interdependent 61 stainless steel concrete Tile Adhesive Eutertor Research!and Design,LLG Evaluation Report E10240.08.08-R4 t1:rc7rarte afAertha fiation 99503 Fi5374-R4 Revision 4:03/17/2015 -• _-.-. _ Page 5 of 7- • ♦ I ERD TR .1 6. INSTAUAMON: 6.1 The roof deck shall be minimum 15/32 inch plywood(non-HVHZ)or minimum 19/32-inch plywood(HVHZ)attached in accordance with FBC Chapter 23 to the satisfaction of the AHJ. 6Z Hip&Ridge Channel Metal and Trim Lack Channel Metal shall be installed using min.11 ga.x 1%-inch long x 3/8-inch head diameter galvanized annular ring shank nails spaced 6-inch oc. along both deck flanges. Fasteners shall he positioned%rinch from the outside edge of each deck-flange,set in a bed plastic roof cement. For FBC HVHZ,refer to FBC RAS 11.11,Drawing 13,Detail 3;RAS 119,Drawing 12.Detail 3;or RAS 120,Drawing 1.5,Detail 3. 63 Trim Lock Plus Channel Metal shall be installed atop the Approved roof underlayment in continuous 2-inch wide ribbons of tile adhesive centered beneath each 1.5-inch wide deck flange. Place the Trim Lock Plus Channel Metal into the wet adhesive and allow it to setup prior to installation of roof tiles. .� 0.- � Grew of Polyset AH160 Placementfor Trim Lock Plus Channel Metal Installation 6.3.1 it is critical that the bond between the Trim Lock Pius Channel Metal,the tile adhesive and the underlayment is not disturbed prior to or during placement of the ridge tiles. 63.2 'Approved underlayments are the codified'30/90'system or other FBC Approved roof underlayments listing approved use of the subject tile adhesive. exterior Research and Design,LLG Evaluation Report E10240.08.08-R4 P15374-R4 eerttirec[e ntairttewlraGon assa3 Revislon 4:03/1712025 ?age 6 of 7 • ll RI@`CITY ERD 6.4 Tileishall be installed atop the Channel Metal in accordance with the tile adhesive manufacturees Approved,published installation instructions,subject to the limitations outlined in Section 5 herein. The exposed edges shall be packed and pointed with Approved mortar or weather blocking adhesive in accordance with FRSAJTRI April 2012(04-12)or RAS 1-181,RAS 119,RAS 120 requirements. ,...� Hip/Ridge Tile •�'�\ Tile Adhesive Trim Lock Plus ��: •e :! =; - Mortar or Weather Block Adhesive �i' -f Tile Adhesive I Viety of Trim Lock Plus Channel Metal installation after Weather Blocked 6.4.1 Channel Metal shall be free of dust,debris,oils or other bond-breaking substance prior to placement of adhesive. 7. BUILDlive Pmf6irr REQUIREMEUM: i As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. i 8. MANUFAM-URIt96 PIAUM.- Contact the named QA entity for manufacturing facilities covered by F.A.C.Rule 61G20-3 QA requirements. 9. QUALFTYASSURAnice ENT ry: Architectural Testing,Inc—QUA1844,(717)764-7700 -END OF EVALUATION REPORT- Exterior Research and Design,LLG Evaluation Report E10240.08-138-R4 CardJEute of Aurharr=d=83503 FL5374-114 Revision 4:03/17/2015 Page 7 of 7 ' RECEIVED f Certificate of Authorization No.29824 i 4 K x, Nov 1020 17520 Edinburgh Dr T i Tampa,FL 33647 ;ppe,m ng Department (813)480-3421 TECH RCCAL SFERV i� ucie County EVALUATION REPORT FLORIDA BUILDING CODE 6T"EDITION{2017) i Manufacturer:I BORAL ROOFING LLC Issued February 19, 2019 7575 Irvine Center Drive Irvine,CA 92618 www oralar a \LE Copy www.boralamerica.com - Manufacturing Plants: Lake Wales,FL Okeechobee,FL Quality Assurance: PRI Construction Materials Technologies(QUA9110) REVIEWEDFOR SCOPE CODE COMW I T. LUCIE COUNTY Category: Roofing Subcategory: Roofing Tiles Code Sections: 1507.3.5, 1507.3.7, 1523.6.5, 1523.6.5.2, 1523. ind2, 15 n Rai. CC W Properties: Physical Properties,Attachment Requirements,Wind Driven Rain,Static Uplift Resistance REFERENCES! Enti Report No. Standard Year American Test Lab of South Florida Inc(TST3782) RT0201.01-19 TAS 112 1995 ASTM C 1492 2003(2009) American Test Lab of South Florida Inc(TST3782) RT0130.01-14 TAS 112 1995 ASTM C 1492 2003(2009) American Test Lab of South Florida Inc(TST3782) RT0426.01-14 TAS 112 1995 ASTM C 1492- 2003(2009) American Test ab of South Florida Inc(TST3782) RT0615.02-11 TAS 112 1995 L ASTM C 1492 2003(2009) American Test Lab of South Florida Inc(TST3782) RT0615.03-11 TAS 112 1995 ASTM C 1492 2003(2009) American Test Lab of South Florida Inc(TST3782) RT0615.04-11 TAS 112 1995 ASTM C 1492 2003(2009) American Test Lab of South Florida Inc(TST3782) RT0617.02-16 TAS C 1995 ASTM C 1492 2003(2009) American Test Lab of South Florida Inc(TST3782) RT0617.03-16 TAS 112 1995 ASTM C 1492 2003(2009) American Test Lab of South Florida Inc(TST3782) RT0617.04-16 TAS 112 1995 ASTM C 1492 2003(2009) American Test Lab of South Florida Inc(TST3782) RT0623.04-14 TAS 112 1995 ASTM C 1492 2003(2009) American Test Lab of South Florida Inc(TST3782) RT0624.04-14 TAS 112 1995 ASTM C 1492 2003(2009) American TestLab of South Florida Inc(TST3782) RT0624.05-14 TAS 112 1995 ASTM C 1492 2003(2009) American Test!Lab of South Florida Inc(TST3782) RT1210.02-15 TAS 112 1995 ASTM C 1492 2003(2009) American TestLab of South Florida Inc(TST3782) R11210.03-15 TAS 112 1995 ASTM C 1492 2003(2009) Miami-Dade BCCO(CER1592) 14 0408.06 FBC(HVHZ) 2017 Miami-Dade BCCO(CER1592) 14-0416.12 FBC(HVHZ) 2017 Miami-Dade BCCO(CER1592) 15-0721.04 FBC(HVHZ) 2017 2017 Miami-Dade BCCO(CER1592) 16-0112.07 FBC(HVHZ) 2017 Miami-Dade BCCO(CER1592) 16-0112.08 FBC(HVHZ) 2017 Miami-Dade BCCO(CER1592) 18-0509.15 FBC(HVHZ) 2017 Miami-Dade B;CCO(CER1592) 18-0509.16 FBC(HVHZ) 2017 Miami-Dade 5.CG0(CER1592) 18 0509.17 FBC(HVHZ) BOR18003.1 j FL28328-RI Page 1 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid: This evaluation report does not express nor imply warranty,installation,recommended use,or other product attributes that are not specifically addressed herein. z i i BORAL ROOFING LLC i Concrete Roof Tiles CEEK TECHNICAL SERVICES, LLC Enti Report No. Standard Year Tile Roof Institutet Membership Confirmation TAS 100 1995 TAS 101 1995 TAS 102&102(A) 1995 BOR18003.1 FL28328-R1 Page 2 of 12 This evaluation'report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation 'report does not express nor imply warranty,installation, recommended use,or other product attributes that are not specifically addressed herein. 1 BOR a AL ROOFING LLC fl R1 K Concrete Roof Tiles TEcHMICAL SERVICES. LLC PRODUCT DESCRIPTION Bermuda (Okeechobee) Profile/Description: ASTM C 1492,TAS 112 Type 3a,flat profile,interlocking,class III concrete roof file Allowable Applications: For mechanically fastened(direct deck or batten),mortar set or adhesive set applications Dimensions: 16"x 10" T71' t Figure 1. rnuda Plantation (Okeechobee) Profile/Description: AST 1492,TAS 112 Type 3a,flat profile,interlocking,class III concrete roof tile 1 Allowable Applications: Fo echanically fastened(direct deck or batten),mortar set or adhesive set app'cation Dimensions: 1 -1/2"x 13" A--1/ 13� Figure 2. Plantation BOR18003.1 FL28328-RI Page 3 of 12 This evaluation report is provided for SNp of Florida product approval under Rule 61G20-3. Th anufacturer shall notify CREEK Technical Services,LLC of any product cha s or quality assurance changes throughou duration for which this report is valid. This evaluation report does not express nor imp rranty, installation,recomme use,or other product attributes that are not specifically addressed herein. BORAL ROOFING LLC ? E�l] Concrete Roof Tiles T ECi 11.4CAL SERVICES, LLC Saxony 9004!Slate, Shake and Split Shake (Lake Wales and Okeechobee) Profile/Description: ASTM C 1492,TAS 112 Type 3a,flat profile,interlocking,class III concrete roof file Allowable Applications: For mechanically fastened (direct deck or batten),mortar set or adhesive set applications Dimensions: 17"x 13"x 1-5/32"(Slate)or 1-9/32"(Shake and Split Shake) ' II o \ NDERLOi K Figure 3. Saxony 900 Slate NA HOLES ` L Figure 4.Saxony 900 Shake i NAIL HOLES ' 7 L Figure 5.Saxony 900 Split Shake BOR18003.1 FL28328-R1 Page 4 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation;report does not express nor imply warranty,installation, recommended use,or other product attributes that are not specifically addressed herein. `-- BORAL ROOFING LLC kkl� Concrete Roof Tiles y a aEla s+ TECHNjCAL SERVICES, LLC Estate "S" (Okeechobee) Profile/Description: ASTM C 1492,TAS 112 Type 1 b,low profile,interlocking,class III concrete roof file Allowable Applications: For mechanically fastened(direct deck or batten),mortar set or adhesive set applications Dimensions: 16-1/2"x 13" Nail Holes Tz': • `-, Figure 6. Estate Villa 900 (Lake Wales) Profile/Description: ASTM C 1492,TAS 112 Type 1 b,low profile,interlocking,class III concrete roof tile Allowable Applications: For mechanically fastened(direct deck or batten),mortar set or adhesive set applications Dimensions: 17.0"x 13"x 2-1/8" NaH holes I 12" - Overlock pile., 17" t Underlock I` } f 13" Figure 7.Villa 900 BOR18003.1 FL28328-R1 Page 5 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,installation,recommended use,or other product attributes that are not specifically addressed herein. 1 F-- �, BORAL ROOFING LLC CRE ' Concrete Roof Tiles TECHNICAL SERVICES,. LL C Barcelona 900 (Lake!Wales) ProfilelDescription: ASTM C 1492,TAS 112 Type la,high profile,interlocking,class III,'S'shaped concrete roof the Allowable Applications: For mechanically fastened(direct deck or batten),mortar set or adhesive set applications Dimensions: 17"x 13"x 3-518" MAIL VOLES r., 1 OVERL OCK 1ii/ 3 Z's ti UNt?ERLOCK , Figure 8. Barcelona 900 i Galena Spanish "S" (Okeechobee) Profile/Description: ASTM C 1492,TAS 112 Type 2a,high profile,interlocking,class III'S'shaped concrete roof tile Allowable Applications: For mechanically fastened(direct deck),mortar set or adhesive set applications Dimensions: 17"x 10"x 2.7" Fastener Holes \\\\, 10 Figure 9. Galena Spanish "S" BOR18003.1 FL28328-R1 Page 6 of 12 This evaluation'report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation!report does not express nor imply warranty,installation,recommended use,or other product attributes that are not specifically addressed herein. i BORAL ROOFING LLC Cr"i , RAC Concrete Roof Tiles TECHNICAL SERv[CES, LLC Spanish "S" Nuevo (Lake Wales) Profile/Description: ASTM C 1492,TAS 112 Type 2a,high profile,interlocking,class III'S'shaped concrete roof tile Allowable Applications: For mechanically fastened(direct deck or batten),mortar set or adhesive set applications Dimensions: 17"x 9-3/4"x 2-27/32" Fastener Holes" -o 17" 9-3/4" Figure 10.Spanish "S" Nuevo APPLICATION METHOD Installation I Limited to slopes 3:12 or greater in the HVHZ;Outside the HVHZ, shall be in accordance Slope: with the recommendations of the FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Fifth Edition Revised or RAS 118, RAS 119, or RAS 120, as applicable. Solid or closely fitted min. 15/32-inch plywood sheathing for new and existing construction Roof Deck: at max.24 in.span;In the HVHZ,new construction shall be min.19/32 in,plywood at max. 24 in.span; Designed by others in accordance with FBC requirements. Installed in accordance with FBC requirements. In the HVHZ,the minimum underlayment Underlayment: shall be installed as described in RAS 118,RAS 119,or RAS 120,as applicable. BOR18003.1 FL28328-Rl Page 7 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Servlces, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,installation,recommended use,or other product attributes that are not — --- — -------specifically-addressed herein. -- -----—— ... - — ---- - -- ------ -—— - ---- - ---- -- f t SORAL ROOFING LLC FConcrete Roof Tiles TECHNICAL SERvicEs, LLC Data for Attachment Calculations for Direct to Deck Applications Aerodynamic Nominal Weight(W)and. Restoring Moments due to Gravity:-,Ms(ft-lbf) . Multipliers Dimensions(I x w) 3 Direct Deck Roof Tile (ft ) VII Ib I'(ft) = w(ft) Direct Deck 3":12 4":12" 5"_12" 6":12 >7":12" . ( Application Bermuda 9.7 1.33 0.833 0.205 6.97 6.86 6.71 6.54 6.35 Plantation 11.6 1.375 1.08 0.289 7.79 7.67 7.52 7.32 7.04 Saxony 900 10.9 1.417 1.08 0.315 7.62 7.5 7.34 7.16 6.95 Estate"S" i 10.0 1.375 1.08 0.289 6.74 6.64 6.50 6.33 6.14 Villa 900 10.9 1.42 1.08 0.315 7.62 7.50 7.34 7.15 6.95 Barcelona i 900 11.5 1.417 1.08 0.301 7.00 6.90 6.76 6.60 6.42 Galena 8 5 1.42 0.833 0.235 6.13 6.03 5.89 5.74 5.57 Spanish"S" Spanish"S" ;8.95 1.417 0.8125 0.233 5.93 5.83 5.70 5.56 5.39 Nuevo Data for Attachment Calculations foe`$att6n Applications , Aerodynamic Nominal Weight-.(W)and: Restoring,Moments;due;to Gravity-M9(ft-lbf) Multipliers Roof Tile j Dimensions.(I:x:w): ( 3 Direct.Deck Batten.. W(lbf) I(ft) w(ft). Application 3":12" 4":127: 5":12" 6":12" >7"-12" Bermuda 9.7 1.33 0.833 0.189 6.53 6.43 6.29 6.14 5.97 Plantation 11.6 1.375 1.08 0.267 6.85 6.75 6.61 6.44 6.26 i Saxony 900 10.9 1.417 1.08 0.291 - 6.61 6.48 6.31 6.13 Estate"S" 10.0 1.375 1.08 0.267 5.91 5.82 5.70 5.66 5.40 Villa 900 10.9 1.42 1.08 0.291 - 6.56 6.42 6.26 6.08 Barcelona 11.5 1.417 1.08 0.286 6.19 6.19 6.06 5.92 5.76 900 Spanish"S" ;Nuevo 8 95 1.417 0.8125 0.215 5.30 5.21 5.09 4.96 4.82 BOR18003.1 FL28328-R1 Page 8 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation,recommended use,or other product attributes that are not specifically addressed herein. _ � BORAL ROOFING LLC �y� h Concrete Roof Tiles TECHNICAL SEPVICES, 3 L C Attachments Resistance Expressed as-a Mornent for Mechanically Fastened Applications Tile Fastener Mi.(ft-lbf) Roof Tile Direct Deck =Ditect Deck Type Count Size Shank Clip (min.15/32 (min.19132" Battens plywood)' plywood) Nail 2 10d Ring N/A 30.9 38.1 17.2 Nail 1 10d Smooth N/A 7.3 9.8 4.9 or Screw Nail 2 10d Smooth N/A 14.0 18.8 7.4 or Screw Screw 1 #8 N/A N/A 30.8 30.8 18.2 Bermuda, Screw 2 #8 N/A N/A 51.7 51.7 24.4 Plantation or . Saxony 900 Nail 1 10d Smooth Field 24.3 24.3 24.2 or Screw Nail 1 10d Smooth Eave 19.0 19.0 22.1 or Screw Nail 2 10d Smooth Field 35.5 35.5 34.8 or Screw Nail 2 10d Smooth Eave 31.9 31.9 32.2 or Screw Nail 2 10d Ring N/A 50.3 65.5 48.3 Nail 2 10d Ring NIA 27.8 37.4 28.8 Nail 1 10d Smooth N/A 8.8 11.8 4.1 or Screw - Nail 2 10d Smooth NIA 16.4 21.9 7.1 or Screw Screw 1 #8 N/A N/A 25.8 25.8 22.9 Estate"S"Z, i Screw 2 #8 N/A N/A 47.1 47.1 49.1 Villa 900 Nail 1 10d Smooth Field 24.3 24.3 24.2 or Screw Nail 1 10d Smooth Eave 19.0 19.0 22.1 or Screw Nail 2 10d Smooth or Screw Field 35.5 35.5 34.8 Nail 2 10d Smooth Eave 31.9 31.9 32.2 or Screw Estate"S" Nail' 2 10d Ring NIA 43.0 67.5 50.9 I E I ! Continued on following page BOR18003.1 FL28328-RI Page 9 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,installation,recommended use,or other product attributes that are not specifically addressed herein. -+ - BORAL ROOFING LLC _ff Concrete Roof Tiles T ECHNI'CAL SERVICES, LLC Attachment,,Resistance Expressed as a Moment for Mechanically Fastened Applications Tile Fastener Mf(ft-lbt) Roof Tile Direct Deck Direct.Deck Type Count Size, Shank Clip (min:.15/32"- (min.19/32° Battens plywood):. 'plywood) Nail 2 10d Ring N/A 28.6 41.2 19.4 Nail 1 10d Smooth NIA 5.1 6.8 2.8 or Screw Nail 2 10d Smooth N/A 6.9 9.2 7.3 or Screw Screw 1 #8 N/A N/A 20.7_ 20.7 18.1 Barcelona 9001, Screw 2 #8 N/A N/A 43.2 43.2 29.8 Galena or Spanish"S" Nail 1 10d Smooth Field 23.1 23.1 19.0 Nuevo or Screw Nail 1 10d Smooth Eave 29.3 29.3 24.0 or Screw Nail 2 10d Smooth or Screw Field 27.6 27.6 38.6 Nail 2 10d Smooth Eave 38.1 38.1 41.8 or Screw Nail 2 10d Ring N/A 33.1 48.1 45.2 Notes_ 1)Not for,Saxony 900,Villa 900 or Barcelona 900. Installation with a 4"file headlap and fasteners are located a min.2-1/2" from head of tile. 2)When using only one fastener,use the hole that is approximately 4-3/4"away from interlocking edge. 3)Direct Deck applications only. Attachment Resistance Expressed as a Moment for Adhesive or M.orta.r, Paddy. Average Paddy. Roof Tile Adhesive Product-Approval Count ;Weight(grams)` _. Mr(ft-lbf) Dow Chemical TILE BONDn' NOA 16-0222.01 2 13.9 31.3 Bermuda, ; 2 8 31.3 Planation and ICP Adhesives Polyset AH-160 NOA 17-0322.03 1 24 40.4 Saxony 900 1 45 118.9 2 8 59.0 DAP Foam Inc.Touch N'Seal® NOA 17-0829.12 1 24 45 Saxony 900I Storm BondTm 2 Two-Component 1 45 93 Premix Marbletite, Inc.TILE-TITE NOA 17-1016.07 N/A N/A 43.9 Dow Chemical TILE BONDT"'' NOA 16-0222.01 2 11.4 26.1 2 8 26.1 Estate"S"or, ICP Adhesives Polyset AH-160 NOA 17-0322.03 1 24 45.5 Villa 900 1 54 86.61 Premix Marbletite, Inc.TILE-TITE NOA 17-1016.07 N/A N/A 20.6 2 8 55 DAP Foam Inc.Touch N'Seal® NOA 17-0829.12 1 30 40 Villa 900 Storm BondTm 2 Two-Component 1 60 70 BOR18003.1 FL28328-R1 Page 10 of 12 This evaluation'report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation;report does not express nor imply warranty,installation,recommended use,or other product attributes that are not specifically addressed herein. • BORAL ROOFING LLC I C R EK Concrete Roof Tiles TECi-NI.CAL SERVICES, LLC Attachment Resistance Expressed as a Moment for Adhesive or Mortar Set Paddy Average.Paddy _ Mr it-Ib Roof Tile Adhesive Product Approval ( fl Count Weight(grants) Dow Chemical TILE BOND-RI NOA 16-0222.01 2 10.7 29.3 Barcelona 900,1 2 8 29.3 Galena Spanish ICP Adhesives Polyset AH-160 NOA 17-0322.03 1 24 38.7 "S"or Spanish 1 1 63 66.5 "S"Nuevo Premix Marbletite, Inc.TILE-TITE NOA 17-1016.07 N/A N/A 24.5 2 8 66.0 Barcelona 900E DAP Foam Inc.Touch N'Seal® NOA 17-0829.12 1 30 63 Storm Bondn"2 Two-Component 1 60 82 Notes: 1)See manufacturers product approval for installation requirements. LABELING 1) All tiles shall bear the identifiable marking of the manufacturer's name or logo as follows: Manufactured in Lake Wales, FL Manufactured in Okeechobee, FL OR BOR18003.1 FL28328-RI Page 11 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,installation,recommended use,or other product attributes that are not specifically addressed herein. ' r BORAL ROOFING LLC 1 CREEK Concrete Roof Tiles TECHNICAL SERVICES, LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Installation of the evaluated products shall comply with FBC Section 1507.3, FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Fifth Edition Revised and the manufacturer's published application instructions. Installations in the HVHZ shall comply with RAS 118,RAS119 and RAS 120. 3) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. 4) All product listed in this shall tested quarterly in accordance with TAS 112 Appendix A. 5) Installation of the evaluated products shall be limited to projects in areas subjected to weathering indices of 50 or greater as illustrated in ASTM C 1492-03,figure 1 (see below). 50 50 WEATHERING REGIONS I NEGLIGIBLE WEATHERING —I MODERATE WEATHERING SEVERE WEATHERING COMPLIANCE STATEMENT The products evaluated herein by Zachary R Priest P.E. have demonstrated compliance with the Florida Building Code,6"'Edition(2017)as evidenced in the referenced documents submitted by the named manufacturer. eR a e�sssBB 2019.02.1 E NSF S��s No 74021 /2W5 - 9 10:10:22 -05'00' �`.• S TAT E OF 441e O R 1 P' ��°'® Zachary R.Priest, P.E. Florida Registration No.o S••••-•.. . C? organization No. 021 ANE9641 CERTIFICATION!OF INDEPENDENCE CREEK Technical Services,LLC does not have,nor will it acquire,a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services,LLC is not owned,operated,or controlled by any company manufacturing or distributing products under this evaluation. Zachary R.Priest; P.E.does not have, nor will acquire,a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R.Priest;P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the product. END OF REPORT BOR18003.1 FL28328-R1 Page 12 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,installation,recommended use,or other product attributes that are not specifically addressed herein.