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Home My WebLink AboutEVALUATION REPORTEXTERIOR RESEARCH & DESIGN, LLC. Certificate ofAuthorization #9503 353 CHRISTIAN STREET, UNIT1113 P N. F-p a SCANNED OXFORD, CT 06478 ;1 R.��;''�y C lj E K� BY PHONE: (203) 262-9245 FAX (203) 262-9243 St. Lucie County EVALUATION REPORT Evaluation Report E10240.OS.OS-R4 East Coast Metals, Inc. FL5374-R4 2301 West 8 Lane Date of Issuance: (19103/2008 Hialeah, FL 33010 Revision 4: 03117/2015 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use If mentation submitted min d has been reviewed by Robert Nieen, P.E. for construction materials in the State of Florida. The docu 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 5th Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: East Coast Metals Channel Metals LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED CoMPLIANcE: 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 agreement to notify Robert Nieminen, P.E. if the produce changes or the referenced Quality Assurance documentation changes. TrinitylERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. be displayed in ADVERTISEMENT: The Evaluation Report number preceded by the words 'TrinitylERO Evaluated" may advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INsPEclota: 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 7. Prepared by: Robert J.M. Nieminen, P.E. Florida Segmrotion N, 597-66. Florida OCAANE1983 The fa¢muteseal appeari:fgs2sauthvrhzE by Rebm Ulminen, Pion®/ir/]A1`+. Thudcesnotseree as a'dl .m uvsianed daamen� 5''g w'.Wdhardwpil have been[masmiaetl to the Pwdud APPmValAdnvai9[amrdndtn [he wmed client CERTIFICATION OF INDEPENDENCE: 1. Trinityl ERD does not have, or does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity ERD is not owned, operated or controlled by any company manufacturing or products it evaluates. distributing 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. royal rocess of the 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the app P Product. ERD nor Robert Nieminen, P-I_ are,. in any way, the Designer of Record for any S. This is a building code evaluation. Neither Trinity) project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. s N Y t-11 ROOFING COMPONENT EVALUATION: 1. SCOPE: Product 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 is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Prp a Standard Year 1507.3.7 Installation, non-HVHZ FRSA/TRI April 2012[04-12) 2022 1518.8.1 Installation, HVHZ RAS 218, 119 & 120 1995 1523.6.5.2.2 Static Uplift Resistance TA5101 3.995 1711.2.1 Static Uplift Resistance SBCCI SSTD 71 1997 3. REFERENCES: Entity Examination Reference Date ERD(TST6049) Static Uplift Resistance E42730.08.13 08/23h-013 ERO (TST6049) Static Uplift Resistance ECIv1-SC6795.12.14-1 02/27/1015 ERO(TST6049) Static Uplift Resistance ECNI-SC679532.14-2 02/27/2015 Florida TEC(iST7393) TAS101 510-628R 10/27/2010 PRI (TST5878) TAS 101 ECM-002-02-01 09/21/2001 PRI (TST5878) TAS 101 EC1.1-003-02-01 06/13/2008 PRI (TST5878) TAS 101 ECr,4-004-02-01 06/13/2008 PRI(TST5878) TAS 301 ECM-005-02-01 06/13/2008 PRI (TST5878) TA5101 ECNi-006-02-01 06/13/2003 PRI (TST5878) TA5101 ECM-007-02-01 06/13/2008 PRI (TST5878) TA5101 E00-008-02-01 06/13/2008 Florida Building Cade Attachment Requirements FRSA/TRI April 2012(04-12) 04/2012 Florida Building Code -HVHZ Attachment Requirements RAS 128, 119 and 120 1995 East Coast Metals Metal Quality NIRI Certifications Various Architecture] Testing (QUA1844) Quality Control Participation Letter E%P.12/31/2018 4. PRODUCT DESCRIPTION: 4.1 Hip & Ridge 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 -rile adhesive - Hip & Ridge Channel Metal is available in 119-3/8-inch (± 3/8-inch) length by 2.5, 3, 3.5, 4, 5, 6 or 7-inch L3/8-inch) heights with 1.5-inch (±1/16-inch) deck -flanges. xterior Research and Design, LLG Evaluation Report F10240.08.08-R4 Cenljrute nfAuthotirotion Y95a3 FL53J4-R4 aevision 4: 03/17/2015 Page 2 of 7 TRINITY 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 perforated upper horizontal Flange designed to receive and allow for interlock with the overlying tile adhesive. Trim Lock Channel Metal is available in 119-3/8-inch (± 3/8") length by 3, 3.5, 4, 5 or 6-inch (± 3/8-inch) heights with 1.5-inch (±1/16-inch) deck -flanges. 4.2 Trim Lack Plus 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 Plus Channel Metal is characterized by its profiled and perforated upper horizontal flange designed to receive and allow for interlock with the overlying tile adhesive and its perforated deck flanges, designed for installation atop the roof underlayment via placement in FBC Approved roof tile adhesive, which flows -through and interlocks with the underlying adhesive. Trim Lock Plus Channel Metal is available in 119-3/84nch (±3/8") length by 3, 3.5, 4, 5 or 64nch (±3/8-inch) heights with 1.5-inch (±1/16-inch) deck -flanges. 4.4 East Coast Metals Channel Metals are fabricated of the following metals: > Galvanized Steel: Min. 0.019±0.002-inch, ASTM A653 (G-90), min. 33 KSI. > Galvalume Steel: Min. 0.019 ± 0.002-inch, ASTM A792, At55, min. 35 K51. > Aluminum: Min. 0.032±0.002-inch, ASTM 8209, 3003-H14, min. 21 K51. > Stainless Steel: Min. 0.019±0.002-inch, ASTM A240/A480, T304, min. 35 KSI. 5. LIMITATIONS: the Designer of 5.1 This is a building code evaluation. Neither TrinitylERD nor Robert MerrimanP.E. are, in any way, 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. Evaluation Report E1o240.08.08-R4 Exterior Research and Design, LLG FL5374-R4 Certrj,-a afAuthurrrndcn 99503 Revision 4-.03/17/2015 Page 3 of 7 TRINITY [RD 5.2 FOR HVHZ JURISDICTIONS: 5.2.1 For Hip & Ridge Channel Metal or Trim Lack Channel Metal, refer to FBC RAS 118, Drawing 13, Detail 3; RAS 119, 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 118, 119 and _120,.and the _data .in Tables 3A and.1B is supplemental to these prescriptive allowances. Installations of Trim Lock Plus are limited to projects having a required moment resistance (M,J or uplift resistance (F,), as determined in accordance with RAS 127, not greater than the followin&values. Refer to the tile adhesive manufacturer's published installation instructions for adhesive paddy placement details. Y "INDEPENDENr paddy placement means each individual tile is bohded to the Channel Metal in its own, single foam paddy; file head laps are not bonded. 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. t "INTERDEPENDENT" paddy placement means each individual tile is bonded to the Channel Metal in a foam paddy, and a second foam paddy bands 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. TABLEIA: PERFORMANCE UMrrATIONS-.HVHZ, INDEPENDENT PADDY PLACEMENT (21U1MARGWOFSAFkTYAOIF DYAPPOED) Hip/Ridge Metal Tile Adhesive Allowable Performance Design Metal Type type Placement Moment Based Uplift Based Mr(ft-Ihf) F'(Ibf) galvanizedHip&Ridge day or 310-2-Component Foam independent 127 Channel Metal concrete Roof Tile Adhesive AH-160 169 Trim Lock galvanized, Galvalume, day or 3M"'2-Component Foam Independent aluminum or stainless steel concrete Roof Tile Adhesive AH-160 171 159 Trim Lock Plus galvanized, Galwlume°, day or 3M-2-Component Foam Independent 177 aluminum orstainless steel Concrete Roof Tile Adhesive AH-160 165 _ TABLE 18: PERFORMANCE LLMrrATIONs- HVHZ, INTERDEPENDENT PADDY PLACEMENT (4 To MARGIN OFSAFMY"EADYAPPDED) Hip/Ridge Metal Tile Adhesive Allowable Performance Design Metal Type Type Placement Moment Based Uplift Based Mr(ft-lbf) F'(Ibf) Trim Lock or Tdm galvanized, Galvalumee, day or 3M'"2-Component Foam Lock Plus aluminum or stainless steel Concrete Roof Tile Adhesive AH-160 Interdependent 95 88 Trim Lode galvanized, Galvaiumea, day or 3M'" Roof Tile Adhesive stainless steel Concrete RTA-1 Interdependent 99 9q Trim Lock i aluminum day or 3M"' Foam Roof Tile Interdependent 90 gq concrete Adhesive RTA-1 Trim Lock Plus galvanized, Galvalume°, day or 3M'" Foam Roof Tile Interdependent 90 aluminum or stainless steel concrete Adhesive RTA-1 gq Trim Lock galvanized, Gahralumee or day or TILE BOND- Roof-nle I stainless steel concrete Adhesive Interdependent 123 117 Trim Lock aluminum day or TILE BOND"' Roof Tile Interdependent 79 73 concrete Adhesive Trim Lock Plus galvanized, Galvalumes, day or TILE BOND"' Roof Tile Interdependent 79 aluminum or stainless steel concrete Adhesive 73 Trim Lock- galvanized, Galvalume°or day or Touch'n Seal StormBond stainlesssteel concrete Roof Tile Adhesive Interdependent 146 139 him Lock Aluminum clay or Touch'n Seal StcrmBond Interdependent 58 54 concrete RoofTlle Adhesive Trim Lock Plus galvanized, Galvalume°, day or Touch'n Seal StarmBand Interdependent 58 54 aluminum orstainlesssteei concrete Roof Tile Adhesive Exterior Research and Design, I.I.C. Evaluation Report E10240.08.08-R4 Cedipeate of Authorization 99503 . FI5374-R4 Revision 4: 03/17/2015 Page 4 of 7 5.3 FOR NON-HVHZ JURISDICTIONS: 5.3.1 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 th6installation instructions herein 5.3.2 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 instructions for adhesive paddy placement details. > "INDEPENDENT" paddy placement means each individual tile is bonded to the Channel Metal in its own, single foam paddy, tile head laps are not bonded. This method is limited to 2-part tile adhesives. This method is limited to 2-part file 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 foampaddy bonds the file 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 cafpiv annlied to ultimate performance. V TABLE2A: PERFORMANCE LIMITATIONS—NON-HVHZ, INDEPENDENT PADDYPIArFMENT f2TO1 MARGIN OFMFETYALREAOYAPPOEOJ Hip/Ridge Metal Tile Adhesive Allowable Uplift IPsfj Design Metal Type T e YP Placement Hip &Ridge Jay or 3M-2-Component Foam Roof independent 169 Channel Metal galvanized concrete Tile Adhesive AH-160 galvanized, Galvalumes, aluminum or clay or 3M'"2-Component Foam Roof Independent 173 Trim Lock stainless steel concrete Tile Adhesive AH-160 galvanized, GalvalumeO. aluminum or —jay or 3M-- 2-Component Foam Roof Independent 178 Trim Lock Plus stainlesssteel concrete Tile Adhesive AH-160 = TABLEZB:- PERFORMANCELIMITAnoNs—NON-HVHZ,INTMDEPENDEM PAOUYPLACEMENT -- - (4 T01 MARGIN OFSAF£n'AIRFADYAPPIIEDJ Hip/Ridge Metal Tile Adhesive Allowable Uplift (Psfl Design Metaliype Type Placement Trim Lock or Trim galvanized, Galvalume°, aluminum or day or 31A- 2-Component Foam Roof interdependent 98 Lock Plus stainless steel concrete Tile Adhesive AH-160 galvanized, Galvalume' orstainless clay or 3M— Foam Roof Tile Adhesive Interdependent 110 Trim Lock steel concrete RTA-1 day or 3M'" Foam Roof Tile Adhesive interdependent 93 Trim Lock aluminum concrete RTA-1 galvanized, Galvalumes, aluminum or day or 3M— Foam Roof Tile Adhesive Interdependent 93 Trim Lock Plus stainless steel Concrete RFA-1 galvanized, Galvalume-or stainless dayor TILE BOND— Rooffile Adhesive Interdependent 152 Trim Lock steel concrete Trim Lock aluminum day or TILE BOND- Roof-Ble Adhesive Interdependent 82 concrete galvanized, Galvalumeo, aluminum or clay or TILE BOND" Roof Tile Adhesive Interdependent 82 Trim Lock Plus stainless steel concrete galvanized, Galvalumes or stainless clay or Touch'n Seal Stormeond Roof Interdependent 148 Trim Lock steel concrete Tile Adhesive -- joy or— Touch'n Seal StomiBond Roof Interdependent 61 Trim Lock Aluminum concrete Tile Adhesive galvanized, Galvalume°, aluminum or —or Touch'n Seal StonnBond Roof interdependent 61 Trim Lock Plus stainlesssteel concrete Tile Adhesive Exterior Research and Design, U.C.Evaluation Report E10240.08.08-R4 FL5374R4 Certificate ofAuthorizadon 995113 Revision 4: 03/17/2015 Page of ERD 6. INSTALLATION: 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. 6.2 Hip & Ridge Channel Metal and Trim Lock Channel Metal shall be installed using min. 11 ga. x 1Y4nch long x 3/8-inch head diameter galvanized annular ring shank nails spaced 64nch o.c along both deck -flanges. Fasteners shall be positioned Y-inch from the outside edge of each deck -flange, set in a bed plastic roof cement. For FBC HVHZ, refer to FBC RA5118, Drawing 13, Detail 3; RA5119, Drawing 12, Detail 3; or RAS 120, Drawing 15, Detail 3. 6.3 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 1.54nch wide deckflange. Place the Trim Lock Plus Channel Metal into the wet adhesive and allow it to set-up priorto installation of roof tiles. View of Polyset AH160 Placement for Trim Lock Plus Channel Metal Installation 63.1 it is critical that the bond between the Trim Lock Plus Channel Metal, the tile adhesive and the underlayment is not disturbed prior to or during placement of the ridge tiles. 6.3.2 Approved underlayments are the codified '30190' system or other FBC Approved roof underlayments listing approved use of the subject tile adhesive. uterlor Research and Design, LLC. Evaluation Report E10240.08.08-R4 CertitTMW afAatharrsagaa MJ503 FLS374'114 Revision 4: 03/17/2015 Page 6 of 7 d RUTY ERD 6.4 Tile shall be installed atop the Channel Metal in accordance with the tile adhesive manufacturer's 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 FRSA/TRI April 2012 (04-12) or RAS 118, RAS 119, RAS 120 requirements. Hip / Ridge Tile Tile Adhesive Trim Lock Plus Mortar or Weather Block Adhesive Tile Adhesive View 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 priorto placement of adhesive. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. B. MANUFACTURING PLANTS: Contact the named CIA entity for manufacturing facilities covered by F.A.C. Rule 61G20-3 QA requirements. 9. QUALITY ASSURANCE ENTITY: Architectural Testing, Inc.—QUA1844; (717) 764-7700 - END OF EVALUATION REPORT - Exterior Research and Design, LLC rsrtl/fmte ofAurhodmdon N9503 Evaluation Report E10240.08.08-114 FL5374-R4 Revision 4:03/171201S Page 7 of 7 r TRINITY ERD EVALUATION REPORT T,��g-T-�^ ^^ Entegra Roof Tile, LLC E V I `G1'C/'�'� - 1289 NE a Avenue R o o F T I L E Okeechobee,FL34972 (602)515-6933 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 SCANNEa 353 CHRISTIAN STREET, UNIT#13 �� OXFORD, CT 06478 (203)262-9245 St. Lude COL)"tY Evaluation.Report E39310.11.11-1-R4 FL7804-R10 Date of issuance:11/02/2011 Revision 4: 10/17/2017 SCOPE: applicable rules and regulations governing the use of This Evaluation Report is issued under Rule 61G20-3 and the 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 6' Edition (2017) Florida Building Code (HVHZ) sections noted herein. DESCRIPTION: Entegra Concrete Roof Tiles (HVHZ jurisdictions) LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: 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. nen Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert ie ties a complete if the product changes or the referenced Quality Assurance documentation changes. Trinity ERD re quireview of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinityERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: 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 B. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The IaaimOeseal appearingv+asauNarized hY Robert Nieminen, P.Ean1011712o17. Thisdoes notcarveas an electmnlrally signed document 51gned. sealed haNcopies have been lmnsmitted to the Product Approval "ehinistrmer and m Me named (lent CERTIFICATION OF INDEPENDENCE: 1. Trinityl ERD 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. Trinityl ERD 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 TrinitylERD 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. ERD TRINITY' ROOFING SYSTEM EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Roofing Tiles Compliance Statement:—Entegra Concrete Roof Tiles, as produced UV—Entegra Roof Tile, LLC, have demonstrated compliance with the following sections of the Florida Building Cade through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Pro a Standard Year 1523.6.5.2 Physical Properties TAS 112 1995 1523.6.5.2 Wind Driven Rain TA5100 1995 1523.6.5.2.2 Static Uplift Resistance TAS 101 1995 1523.6.5.2.3 Static Uplift Resistance TAS 102 1995 1523.6.5.2.3 Static Uplift Resistance TAS 102(A) 1995 3. REFERENCES: Ent i Examination Reference Date ERD (TST6049) TAS 101 P39740.02.12 02/21/2012 ATL(TST3782) Physical Properties RT0624.05-14 07/03/2014 ATL(TST3782) Physical Properties RT0624.04-14 07/07/2014 ATL(TST3782) Physical Properties RT1210.02-15 12/17/2015 ATL(TST3782) Physical Properties RT1210.03-15 12/17/2015 ATL (TST3782) Physical Properties RT1103.01-15 11/07/2015 ATL (TST 3782) Physical Properties RT1103.02-15 11/07/2015 ATL (TST 3782) Physical Properties RT1103.03-15 11/07/2015 ATL (TST 3782) Physical Properties RT1103.04-15 11/07/2015 ATL (TST 3782) Physical Properties RT1103.05-15 11/07/2015 Miami-Dade(CER1592) HVHZCompliance 14-0416.12 11/27/2014 Miami-Dade(CER1592) HVHZ Compliance 15-0721.04 11/05/2015 Miami-Dade(CER1592) HVHZ Compliance 16-0112.06 02/25/2016 Miami-Dade(CER1592) HVHZ Compliance 16-0112.07 02/25/2016 Miami -Dade (CER1592) HVHZ Compliance 16-0112.08 02/25/2016 Tile Roof Institute TAS 100, TAS 101, 102,102(A) Membership Confirmation Current PRI (QUA9110) Quality Assurance Service Confirmation Exp. 11/02/2018 Exterior Research and Design, U.C. Evaluation Report E39310.11.11-1-R4 Certiflrote ofAuthanh tlon rf95M 6TM EDITION(2017) FeC HVHZ EVALUATION FL7804-RIO Entegm Roof Tiles Revision 4:10117/2017 Page 2 of 8 a 4. PRODUCT DESCRIPTION: 4.1 TA5112Type 3a (flat -profile). -' L r 1-1/r4' I / 7 —r 2' L_ y Bermuda Flat TRINIW ERD + BERMUDA FIAT, PLANTATION FLAT and HORIZON, FIAT- FPlantailonFlat� �4r171/4 13• Horizon mat Evaluation Report E39310.1L11-1-R4 Exterior Research and Design, LLC. FL7804-R30 certiifwte OfAutaoNzatlon a950 67 EDITION(2017) FBC HVHZ EVALUATION Revision 4: 10/17/2017 Entegra Roof Tiles Page 3 of 8 4.2 I TAS 112, Type 1a 4.3 TAS 112, T, Holes �� TRINITY. ERD docking, high -profile) I BELLA HIGH "S Bella High "S" low -profile) Estate "S" 4.3 1 TAS 112„Type'2a.(non-interlocking, high -profile) 17" Galena Spanish "S" 10" ESTATE "S" and HACIENDA Hacienda GALENA SPANISH "S" and REGAL Exterior Research and Design, I.I.C. Evaluation Report E39310.11.11-1-R4 Certnwte oJAuthoniation 99503 Gr"EDMON(2017) RIC HVHZ EVALDATION FL7804-R10 Entegra Roof Tiles Revision 4:10/17/2017 Page 4 of 8 TRINITY ERD 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityERD 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 for use in FBC HVHZ jurisdictions or others adopting. FBC. HVHZ. requirements. 5.3 Fire classification is not part of this evaluation; refer to FBC 1516 or listing by an approved testing agency for fire rating of this product. 5.4 Reference is made to FBC 1512.4.2.4 regarding field testing of completed tile roof installations. 5.5 Applicant shall retain the services of an FBC listed, accredited laboratory to perform quarterly tests in accordance with TAS 112, Appendix W. 5.6 Minimum underlayment shall comply with the RAS 118, RAS 119 or RAS 120, as applicable. Underlayment products shall hold current Florida Statewide Product Approval or Local Approval for use in tile roof _ assemblies in FBC HVHZjurisdictions. 5.7 Minimum roof deck requirements shall be in accordance with applicable FBC HVHZ requirements. 5.8 All products in the roof assembly shall have quality assurance audit in accordance with the F.A.C. Rule 61G20-3. 6. INSTALLATION: 6.1 Entegra Concrete Roof Tiles may be mechanically fastened, mortar -set or adhesive -set. Installation shall comply with manufacturer's current published instructions, but not less than the requirements of RAS 118, RAS 119 or RAS 120, as applicable. 6.2 Attachment Calculations: Entegra Concrete Roof Tile shall be evaluated as a 'Moment -Based System' in accordance with Roofing Application Standard RAS 127-11 using the data outlined herein. " TABLES: AERODYNAMIC MULTIPLIERS-) -Tile (FTa)3!r Batten Application ionBermuda Flat 0.189 Plantation Flat 0.267 Horizon Flat 0.305 Bella High "S" 0.349 Estate "5" 0.267 Hacienda 0.267 Galena Spanish "S" N/A Regal 0.287 '' - • - TABLE2:]RESTORING MOMENT DUE TO:GRAVITY-M7(FT-LBF) -_-. --` Roof Slope(0) Tile 2:12<0<3:12 3:12<0<4:12 4:12<0<5:12 5:12<B<6:12 6:12<0<7:12 0>7:12 Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Bermuda Flat 5.22 6.43 5.17 6.37 5.09 6.27 4.98 6,15 4.86 6.00 4.72 5.83 Plantation Flat 7.22 7.91 6.85 7.79 6.75 7.67 6.61 7.52 6.44 7.32 6.26 7.04 Horizon 7.60 8.32 7.52 8.24 7.41 1 8.12 7.26 7.95 7.09 7.76 6.89 7.55 Bella High "S" 6.19 6.89 6.11 6.80 5.99 6.67 5.85 6.51 5.68 6.33 5.50 6.13 Estate V 6.14 6.84 5.91 6.74 5.82 6.64 5.70 6.50 5.56 6.33 5.40 6.14 Hacienda 5.92 6.80 5.92 6.80 5.82 6.69 5.70 6.55 5.56 6.39 5.41 6.22 Galena Spanish "S" N/A 6.20 N/A 6.13 N/A 6.03 N/A 5.89 N/A 5.14 N/A 5.57 Regal 7.77 9.34 7.77 8.34 7.65 8.20 7.49 8.03 7.30 7.83 7.10 7.61 Erterior Research and Design, U.C. Evaluation Report E39310.11.11-1-R4 cwiftr of Autharkodon #9503 bra EDITION(2017) FBC HVHZ EVALUATION FL7804-R30 Entegre Roof Tiles Revision 4:10/17/2017 Page 5 of 8 TRINITY ERD TABLE 3A: ATTACHMENT RESISTANCE. EXPRESSED AS A MOMENT- MF(FT-LBF) - - - :MECHANICALLY ATTACHED,SYSTEMS- Tile Fastener Direct -Deck (min. 15/32" ,plywood) Direct -Deck (min. 19132' plywood) Battens Type 0 Size Shank Clip Nail One (1) Sad Smooth or Screw N/A 7.3 9.8 4.9 Nail Two (2) lad Smooth or Screw N/A 14.0 18.8 7.4 Nail One (1) lad Smooth or Screw Eave 19.0 29.0 22.1 Nail One (1) lad Smooth or5crew Field 24.3 24.3 24.2 Bermuda Flat, Nail Two (2) lad Smooth or Screw Eave 31.9 31.9 32.2 Plantation Flat or Nail Two (2) lad Smooth or Screw Field 35.5 35.5 34.8 Horizon Nail Two (2) lad Ring N/A 30.9 38.1 17.2 Nail' Two (2)' lad' Ring' N/A 50.3' 65.5, 48.3' Screw One (1) N/A N/A _ 30.8 30.8 18.2 Sue 7wo-(2) 8 N/A /AMM Ms1. 'Installation with a 4-inch tile headlap and fasteners located min. 276-inch from head of tile. Nail One (1)' lad Smooth or Screw N/A 8.8' 11.8' 4.1' Nail Two (2) lad Smooth or Screw N/A 16.4 21.9 7.1 Nail One (1)' lad Smooth or Screw Eave 19.0' 19.0, 22.1' Nail One (1)' lad Smooth or Screw Field 24.3' 24.3' 24.2' Nail Two (2) lad Smooth or Screw Eave 31.9 31.9 32.2 "S" Nail Two (2) lad Smooth or Screw Feld 35.5 35.5 34.8 Estate or Hacienda Nail Two (2) lad Ring N/A 27.8 37.4 28.8 Nail' Two (2)' 10d' Ring' N/A 43.0' 67.5' 50.9, Screw One (1)' #8 N/A N/A 25.8' 25.8' 22.9' Screw Two (2) 118 N/A N/A 47.1 47.1 49.1 'Installation with a 4-inch file headlap and fasteners located min. 2X-inch from head of tile. ' For one (1) fastener installations, utilize hole that is approximately 4Y.-inch from the interlocking edge. Nail One (1) lad Smooth or Screw N/A 5.1 6.8 2.8 Nail Two (2) lad Smooth or5crew N/A 6.9 9.2 7.3 Nail one (1) Sad Smoothor5crew Field 23.1 23.1 19.0 Nail One (1) lad Smooth or Screw Eave 29.3 29.3 24.0 Nail Two (2) lad Smooth or Screw Field 27.6 27.6 38.6 Bella High "5", Galena Spanish "S" or Regal Nail Two (2) lad Smooth or Screw Eave 38.1 38.1 41.8 Nail Two (2) lad Ring N/A 28.6 41.2 19.4 Nail' Two (2)' Sad' Ring' N/A 33.1' 48.1' 50.9, Screw One (1) #8 N/A N/A 20.7 20.7 18.2 Screw Two (2) #8 N/A N/A 43.2 1 43.2 29.8 ' Installation with a 4-inch tile headlap and fasteners located min. 2Y-inch from head of tile. Exterior Research and Design, LLC Evaluation Report E39310.11.11-1-R4 Co"I Irmo ojAurhor1re#on MM 6'a EDITION (2017) FBC HVHZ EVALUATION FL7804-R10 Entegra Roof Tiles Revision 4:10117/2017 Page 6 of 8 TRINITY! ERD TABtE4: ATTACHMENT RESISTANCE- EXPRESSED ASA MOMENT-MF'(FT-LBF) - - MORTAR AND ADHESIVE -SET SYSTEMS Note from Entegra Roof Tile, LTC.: The performance data listed in Table 4 are based on the respectiveadhesive manufacturers, test reports and Miami -Dade NOAs. Entegra Roof -rite, LLC relies upon the adhesive manufacturers to provide these values for our inclusion-. in this FBC. HVHZ Evaluation Report. Please consult the individual adhesive. manufacturer for information on product approvals,- limitations, revisions or other information for determining wind load and overturning moment. performance. Tile Adhesive Tile Product Product Approval Placement Mf(ft-lbf) 'TILE BOND'"" by Dow Chemical NOA 16-0222.01 Interdependent (2-paddy) 41 Bermuda 'Touch N' Seal Storm Bond" by DAP Foam NOA 16-0421.03 Interdependent (2-paddy) 73 Flat, "Polyset® RTA-1" by ICP Adhesives & Sealants NOA 16-0315.03 Interdependent (2-paddy) 52 Plantation Flat or Horizon "Polyset® AH-160" by ICP Adhesives & Sealants NOA 17-0322.03 Interdependent(2-paddy) 43 Independent (medium paddy, -30 g) 51 Independent (large paddy, -45 g) 92 'TILE BOND'"" by Dow Chemical NOA 16-0222.01 Interdependent (2-paddy) 44 'Touch N' Seal Storm Bond" by DAP Foam NOA 16-0421.03 Interdependent (2-paddy) 42 "Polyset® RTA-1" by ICP Adhesives & Sealants NOA 16-0315.03 Interdependent (2-paddy) 44 Estate "S" or Hacienda "Polyset° AH-160" by ICP Adhesives & Sealants NOA 17-0322.03 Interdependent(2-paddy) 50 Independent (medium paddy, "30 g) 37 Independent (large paddy,-54 g) 61 Mortar Various Per RAS 120 21 "TILE BOND'"" by Dow Chemical NOA 16-0222.01 Interdependent (2-paddy) 48 'Touch N' Seal Storm Bond" by DAP Foam NOA 16-0421.03 Interdependent (2-paddy) 52 Bella High "Polyset® RTA-1" by ICP Adhesives & Sealants NOA 16-0315.03 Interdependent (2-paddy) 36 "S", Galena Spanish "S" or Regal "Polyset® AH-160" by ICP Adhesives & Sealants NOA 17-0322.03 Interdependent(2-paddy) 30 Independent (medium paddy, ^30 g) 49 Independent (large paddy, -63 g) 94 Mortar Various Per RAS 120 1 25 7. LABELING: 7.1 Each unit shall bear the imprint and/or identifiable marking of the manufacturer's name or logo, as detailed below. Tile lots shall be labeled in accordance with the requirements of the Accredited Quality Assurance Agency noted herein. and/or N T E G U \U\ U tn U, Labeling: Bermuda Flat, Plantation Flat, Estate "S", Bella High "S", Galena Spanish "S" Exterior Research and Design, U.C. Evaluation Report E39310.11.11-1-R4 cerdflom ofAurhodrodon R9503 6EDITION(2017) FBC HVHZ EVALUATION FL7804-R10 Entegra Roof Tiles Revision 4:10/17/2017 Page 7 of 8 I -'TRINITY , ERD �I' L Hanson Labeling: Horizon Flat, Hacienda, Regal B. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Plant Profiles " Okeechobee, FL Bermuda Flat, Plantation Flat, Estate "S", Bella High "S", Galena Spanish "S" Ft. Myers, FL Horizon Flat, Hacienda Deerfield Beach, FL Horizon Flat, Hacienda, Regal 10. QUAUTy ASSURANCEENTITy: PRI Construction Materials Technologies, LLC. — QUA9110; (813) 621-5777 - END OF EVALUATION REPORT — Exterior Research and Design, U.C. Evaluation Report E39310.11.11-1-R4 CertiJicote OfAuthodlad"n 49503 6" EDITION(2017) FBC HVHZ EVALUATION FL7804-R30 Entegm Roof Tiles Revision 4:10/1712017 Page 8 of 8 SCANNED BY St Lucie Coun ENGINEER EVALUATE TEST NEOREC$ae Certificate of Authorization #32455 353 Christian Street, Unit #13 oxford, CT 06478 (203) 262-9245 CONSULT CERTIFY EVALUATION REPORT Boral Roofing Evaluation Report M35730.12.10-Rll 7575 Irvine Center Drive, Suite 100 FL14317-RID Irvine, CA. 92618 Date of Issuance:12/21/2010 (602) 269-2288 Revision 11:10/12/2018 SCOPE: This Evaluation Report is issued under Rule 61620-3 and the applicable rules and regulations governing the use of 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 Win 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 COMPLIANCE: 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 agreement to 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. INSPECTION: 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: .1i=y"�-AF P Robert l.M.Nieminen, P.E. rT The facsimile seal appearing was authorized by Robert Florida Registration No. 59166, Florida DCA ANE1983 "v+•,:., ,;�;••"� Mennen, This does not serve as an electroniolly signed document llyP.sin ddocumen CEmRICAnON 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 orcontrolled 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 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 forthat purpose. i�enno etc. ROOFING COMPONEuT 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 6`h 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. STANDARDS:2. Section Pro a Standard Year 1504.3.1 Wind Uplift UL 1897 2012 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 Enti - Examination Reference --Date ERD (TST 6049) Physical Properties M36790.07.11 09/30/2011 ERD (TST 6049) Physical Properties B40380.08.12 08/28/2012 ERD (TST 6049) Tensile Adhesion/LTA C41420.09.12-2 09/11/2012 ERD (TST 6049) Adhesion B41940.09.12 09/13/2012 ERD (TST 6049) Tensile Adhesion / LTA B47390.07.14-1 07/31/2014 ERD (TST 6049) Tensile Adhesion / LTA B47390.09.14 09/04/2014 OC(PDM1838) Physical Properties Equivalency statement 11/02/2017 PRI (TST 5878) ASTM D1970 NEI-031-02-02:REV 10/27/2010 PRI (TST 5878) ASTM D1970 NEI-029-02-01:REV 12/03/2010 PRI (TST 5878) Tensile Adhesion / LTA NEI-046-02-OSREV 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 (TST5878) 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-002-02-01 03/08/2018 PRI (TST 5878) ASTM D1970 (adhesion) OCF-443-02-01 10/11/2018 UL, L-C. (QUA 9625) Quality Assurance Service Confirmation Exp. 08/21/2020 4.1 Boral® TileSeal SV is a nominal So -mil thick, polyester -surfaced, self -adhering SBS modified bitumen roof underlayment; meets ASTM D1970. 4.2 BoralO TileSealm 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- Boralm MetalSeal" 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 GatorSealO 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. NEMO ETC, LLC Evaluation Report M35710.12.30-R11 Certijirate ClAuthonzolton A32455 6- EDITION (2017) FBC NON-HVHZ EVALUATION FL14317-RID Boral Roof Underlayments; (602) 269-2298 Revision 11: 10/12/2011, Page 2 of 8 MEMO I etc. 5.1 This is a building code evaluation. Neither NEMO ETC, LLC nor Robert Nieminen, P.E. are, in anyway, 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. TABLE 1: RooF COVER,OPTIONS Underayment Asphalt Shingles Nail-0n Tile Adhesive -set Tile Metal wood Shakes &Shingles Slate Boral Tile5eal Sow Yes No No Yes Yes Yes (RoTal-F1e5eal Yes Yes Yes (See 5.5.1) Yes Yes Yes Boml MetalSealw Yes Yes Yes (See 5.5.1) Yes Yes Yes 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 Approval Underlayments DAP Foam Touch'n Seal StormBond Roof Tile Adhesive FL14506 Boral Tileseal"r or Boral MetalSeal" DAP Foam Touch'n Seal StormBond 2 Two -Component Polyurethane Roof Tile Adhesive FL21374 Boral TileSealw or Boral MetalSeal' Dow TILE BONDTM Roof Tile Adhesive FL22525 Boll TileSeal"r or Boral MetalSeal"r ICP Adhesives Polyset®AH-160 FL6332 Boral TileSealw or Boml MetalSeal e ICP Adhesives Polyset® RTA-1 FL6276 Boral TileSeal"T or Boral MetalSealw ' Refer to Tile Manufacturers orAdhesive Manufacturers Florida Product Approval for Overturning Moment Resistance Performance NEMO ETC, LLC Evaluation Report M35710.1210-RSS Certificate of4athorizodon#32455 6- EDITION (20171 FBC NON-HVHZ EVALUATION FL14317-RID Boml Roof Underlayments; (602) 269-2289 Revision 11: 10/12/2018 Page 3 of 9 --- 6VEM0 I etc. ------ 5.6 Allowable Substrates: 5.6.1 Direct -Bond to Deck: Citadel Plus, Boral TileSeal 50"r, Boral TileSeal"r, Boral MetalSeal"T or GatorSeal: ➢ Plywood (unprimed or primed with ASTM D41 primer). Boral TileSeaF or Boral Metal5eal': ➢ OSB (unprimed or primed with ASTM D41 primer). Note: Refer to Section 5.6.4 far 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 Underlayment: Citadel Plus, Boral TileSeal 50", Boral TileSeal"T, Boral MetalSeal"T or GatorSeal: ➢ ASTM D226, Type II 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 Types: Citadel Plus, Boral TileSeal 50'Ir, Boral TileSeal" ; Boral MetalSealw or GatorSeal: ➢ ASTM D41 primed metal (e.g., flashing metal, valley metal, etc.). Boral TileSeal". ➢ 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 Underlayment 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 tile 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/TRI 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 (04-22), Appendix A, Table lA or FBC 1609 for determination of design wind loads #1 Maximum Design Pressure=-120.0 post: Deck: Min. 15/324nch 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"TorBoral MetalSeal"r,self-adhered, and back -nailed within the selvedge -edge side laps using 12 ga. x lY" ring shank nails through 32 ga.,1-5/8" diameter tin caps spaced 12-inch o.c. #2 Maximum Design Pressure=-142.5 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Ply: None Cap Sheet: Boral TileSeaF or Boral MetalSeal'n, self -adhered and back -nailed within the selvedge -edge side laps using 12 ga. x 1%" ring shank nails through 32 ga.,1-5/8" diameter tin caps spaced 12-inch o.c. NEMO ETC, LLC Evaluation Report M35710.12.10-R31 Cerolcate of AuthorzzaVon#32455 6TM EDITION (2017) FBC NON-HVHZ EVALUATION FL14317-R30 Borel Roof Underlayments; (602) 269-77M Revision 11: 10/12/2019 Page 4 of 8 RIEMO I et #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"r or Boral MetalSeal'r; self -adhered, and back -nailed within the selvedge -edge side laps using 12 ga. x 1Y." ring shank nails through 32 ga, 1-5/8" diameter tin caps spaced 12-inch o.c. #4 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 TileSealRTorBoral MetalSeal";self-adhered, and back -nailed within the selvedge -edge side laps using 12 ga. x 1Y<" ring shank nails through 32 ga., 1-5/8" diameter tin caps spaced 12-inch o.c. #5 Maximum Design Pressure=-120.0 psf: 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 Pius, self -adhered Cap Sheet: Boral TileSeal'n or Boral MetalSeal"r, 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: GatorSeal shall not be left exposed for longer than 30-days after installation, priorto placement of final roof cover. Boral TileSeal 50" , Boral TileSeal"T or Boral MetalSeal"r shall not be left exposed for longer than 180-days after installation, prior to placement of final roof cover. Citadel Plus, for use as a base -layer in a multi -ply underlayment system, shall not be left exposed for longer than 180-days after installation, prior to placement of subsequent underlayment layer. 5.8 Tile Slippage Limitations [FRSA/TRI April 2012 (04-1211: When loading roof tiles on the underlayment in direct -deck tile 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. FOR DIRECT -DECK Underlayment Tile Profile Staging Method Maximum Slope Boral TileSeaPR or eoralMetalSeaff Flat Max. 10-tile stack 6:12 Lugged Max.10-tile stack 6:12 6.1 Boral Roof Underlayments 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 40'F and rising. NEMO ETC, LLC Evaluation Report M35710.12.30-R21 Cedifimte of Authodzodon#32455 6- EDITION (2017) FBC NON-HVHZ EVALUATION FL14317-R30 Boral Roof Underlayments, (602) 269-2288 Revision 11: 10/12/2019 Page 5 of 9 NEM I 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"r, Boral TileSeal"T 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 Y.-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 501r, Boral TileSealn Boral MetalSeaF or GatorSeal. 6.4.4 To Base Sheet: Install base sheet of ASTM D226, Type II 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 Section 6.4.3. Install final underlayment layer atop Citadel Plus per 'direct -to -deck' instructions for Boral TileSeal 501R, Boral TileSeal"r 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 Se.-. 6.5.1 Shall be 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. 6.5.2 Do not use Boral TileSeal 50"r 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 Y<-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 tothe 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. NEMO ETC, LLC Evaluaffon Report M35710.12.10-R31 Qefttnte of Authnmation#32455 6- EDITION (2017) FBC NON-HVHZ EVALUATION FL14317-RID ------ — — - -Boml Roof Underlayments; (602) 269-2288 _ __ _ - —.. . _ -_ .-. Revision 11: 10/12/2018 Page 6 of 8 ----- - -- --- - -- --- -- --- MEMO I etc. 6.5.4 Non -Tile Applications, to Base Sheet: Install ASTM D226, Type II 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 II 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 Shall be installed in compliance with the requirements for ASTMD1970 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 Y.-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. Roil 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 244nch o.c. for slopes below 7:12 and 124nch 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 II 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 1,BoralTil6eal"Ioc.BoralMetalSealn': - - 6.7.1 Shall be 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. 6.7.2 Do not use Boral TileSeal"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 %-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. NEMO ETC, UZ Evaluation Report M35710.12.10-R71 Certificate of Authorirotion#32455 6'"EDITION (2017)FBC NON-HVH2 EVALUATION FL14317-R10 Banal Roof Undedayments; (602) 269-2288 Revision 11: 10/12/2018 Page 7 of 8 -------- - NEMo I etc. 6.7.4 Non -Tile Applications, to Base Sheet: Install ASTM D226, Type II felt in accordance with Code requirements or install Citadel Plus in accordance with Boral Roofing published installation instructions and Section 6.4. Install Boral TileSealHT or Boral MetalSealw 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 rile Applications: Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions noted above as a guideline. For mechanically fastened tile 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 tile applications, referto Section 5.6.4 herein. 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. Refer to Section 5.8 for tile staging limitations. Battens must be used for all tile installations atop Boral TileSeal"T or Boral MetalSealHT with roof pitches of 231 to less than 3:12. Boral Roofing's Elevated Batten System or counter battens are required. As required bythe Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Brentwood, UL, LLC. — QUA9625; (631) 546-2458; - END OF EVALUATION REPORT - NEW ETC, LLC Evaluation Report M35710.12.10-R31 Crnzjimte o(Authowagon R32455 6- EDITION (20171 FBC NON-HVHZ EVALUATION FL14317-RID Boot Roof Underlayments; (602) 269-2298 Revision 11: 10/12/2018 Page 9 of 8