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Business & Professional Regula SCIS Home Log In User Registration Hot Topic I Submit Surcharge Stats&Facts Publications I FBC Staff SCIS Site Map j Unks j Search ! Florida :d Product Approval USER:Public User rr Product Approval Menu>Product or Aoolication Search>Application List>Application Detail FL# FL2847-R9 Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived ❑ Product Manufacturer Lomanco,Inc Address/Phone/Email 2101 West Main Street Jacksonville,AR 72076 (501)982-6511 acarter@lomanco.com Authorized Signature Andrew Carter acarter@lomanco.com Technical Representative Andrew Carter Address/Phone/Email 2101 West Main Street Jacksonville,AR 72076 (501)982-6511 Ext 361 .acarter@lomanco.com Quality Assurance Representative Andrew Carter. Address/Phone/Email 2101 West Main Street Jacksonville,AR 72078 (501)982-6511 Ext 361 acarter@lomanco.com Category Roofing Roofing Accessories that are an Integral Part of the Roofing Subcategory System Compliance Method Evaluation Report from a Product Evaluation Entity Evaluation Entity Miami-Dade BCCO-EVL Quality Assurance Entity Miami-Dade BCCO-QUA Quality Assurance Contract Expiration Date 09/04/2018 Validated By Miami-Dade BCCO-VAL Certificate of.Independence Referenced Standard and Year(of Standard) Standard Year Miami-Dade TAS 100(A) 1995 Equivalence of Product Standards Certified By Sections from the Code C I affirm that there are no changes In the new Florida Building Code which affect my product(s)and my product(s)are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity 0Yes 0 N ON/A Product Approval Method Method 1 Option'C Date Submitted 11/08/2017 i Date Validated 11/08/2017 Date Pending PBC Approval Date Approved 11/12/2017 SummarV of Products FL# Model,Number or Name Description 2847.1 Lo-OmniRidge LOR9-4 Gun Nallable 4'Ridge vent for 9"Cap Shingles Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL2847 R9 II LOR9-4 13070110.p Approved for use outside HVHZ:Yes Verified By: Mlami-Dade BCCO-EVL Impact Resistant:N/A Created by Independent Third Party; Design Pressure:N/A Evaluation Reports Other:1.Refer to applicable building codes for required FL2,,W R9 AE LOR9-4 13070110 odf ventilation.2.Omni Roil Ridge Vent shall not be installed on roof hips.3.Omni Roll Ridge Vent shall not be connected at ridge Intersection,nor within 12"of any side wall or roof protrusion,with a ventilation slot clearance of 12"from such obstructions.4.Omni Roll Ridge Vent shall not be installed on roof mean heights greater than 33 feet. 2847.2 Lo-OmnlRoll LOR-30 30'Gun Nailable Shingle Over Ridge Vent Limits of Use Installation Instructions. Approved for use in HVHZ:Yes FL2947 99 Ii LOR-30 13070111 pdf Approved for use outside HVHZ:Yes Verified By:Mlam€-Dade BCCO-EVL Impact Resistant:N/A Created by Independent Third Party: Design Pressure;NIA Evaluation Reports Other:1.Refer to applicable building codes for required FL2847 Rs AE LOR-30 13070111.pdf ventilation.2.OmniRidge Vent shall not be installed on roof mean heights greater than 33 feet. 2847.3 OmniRidge OR-4 4'Shingle Over Ridge Vent Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL2847 R9 II Lomanco OR-4-NOA 16051 ro7 odf Approved for use outside HVHZ:Yes Verified By; Miami-Dade BCCO-EVL Impact Resistant:N/A Created by Independent Third Party: Design Pressure:N/A Evaluation Reports Other:1.Refer to applicable building codes for required EL2847 R9 AE Lomanco OR-4-NOA 16051027,tdf ventilation.2.OmniRidge Vent shall not be installed on roof mean heights greater than 33 feet. Baric Next Contact Us;:2501 Blair Stone Road Taitahassee FI.32399 Phone:850-48?-X824 The State of Florida is an AA/EEo employer,copyright 201)(7-2013 State of Florida.::privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,Ilcensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalis provided may be used for official Communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please Click here Product Approval Accepts: ®®® low Credit Card Safe MIAMI-DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) .miamldatle,gov/economy Sun-Tek Manufacturing,Inc. 10303 General Drive Orlando,Florida 32824 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Con�rol Section (In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Sun-Tek Tubular Skylight APPROVAL DOCUMENT: Drawing Ltio.22001,titled"21", 14"& 10"Tube Light/Tubular Skylights", sheets 1 through 7 of 7,prepared by Sun-iTek Manufacturing,Inc.,dated 10/14/2011,signed and sealed by James D.Wells,Jr.,P.E.,on 05/04/2015,bearing the Miami-Dade County Product Control revision stamp with the Notice of Acceptance number and the expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. ]RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be,cause for termination and removal of NOA. ADVERTISEMENT:The NOA number preceded by the words Miami-Dade County,Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#11-0601.05 and consists of this page 1 and evidence submitted pages E-1 &E-2 as well as approval document mentioned above. The submitted documentation was.reviewed by H lmy A.Makar,P.E.,M.S. NOA No 15-0513.06 MIAMMA ECOUNTYM Expiration Date: 05/26/2018 0 5 Zd $ Approval Date: 11/05/2015 Page 1 San-Tek Manufacturing NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#109-0422.01. A. DRAWINGS L Drawing No. TL 22001, titled "21", 14" &10" Tube LightlTubular Skylights'; sheets 1 through 7 of 7,prepared by Sun-Tek lndustries, Inc., dated 02112109 sign ed and sealed by James D. Wells, Jr., P.E. B. TESTS 1. Test reports on 1)Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1, TAS 202-94 along_ drawings with marked-upds and installation diagram of 21"Tube Aluminum g Skylights,prepared by National Certified Testing Laboratories, Test Report No.210- 3520-01, dated 03104109, signed and sealed by Gerard J. Ferrara, P.E. C. CALCULATIONS 1. Anchor calculations prepared by J&L Wells Consulting, LLC, dated 04114109,signed and sealed by James D. Wells, Jr., P.E. D. QUALITY ASSURANCE L Miami Dade Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 08-0305.02, issued to SABIC Innovative Plastics,for their Lexan Sheet Products, approved on 04124108 and expiring on 07117113. 2. Notice of Acceptance No. 05-0907.03, issued to Palram Americas, Inc., for their Corrugated and Flat Polycarbonate Panels, approved on 08131106 and expiring on 0112212011. F. STATEMENTS 1. Code compliance statement issued by J&L Wells Consulting, LLC, dated 04114109, signed and sealed by James D. Wells, Jr., P.E. 04. HehWA.Makar,P.E.,M.S. Product Control Section Supervisor NOA No 15-0513.06 Expiration Date: 05126/2018 Approval Date: 11/05/2015 E-1 Sun-Tek Manufacturing,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#I1-0601.05 A. DRAWINGS 1. Drawing No. 22001, titled "21', 14"&10" Tube Light/Tubular Skylights", sheets 1 through 7 of 7,prepared by Sun-Tek Manufacturing, Inc., dated 10/14/2011, signed and sealed by James D. Wells, Jr.,P.E., on 10/14/2011. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. None. 3. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 22001, titled. "21", 14" &10" Tube Light/Tubular Skylights", sheets 1 through 7 of 7,prepared by Sun-Tek Manufacturing, Inc., dated 10114/2011, signed and sealed by James D. Wells, Jr., P.E., on 05/04/2015. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami-Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. FBC,2014 Edition Code compliance statement issued by J&L Wells Consulting, LLC, dated 05/05/2015, signed and sealed by James D. Wells, Jr., P.E. y A.Makar,P.E.,M.S. Product Control Section Supervisor NOA No 15-0513.06 Expiration Date: 05/26/2018 Approval Date: 11/05/2015 E-2 PART NAME; EXTERIOR DOME Z METRO DADS Z PLAN VIEW ISHEET 1 OF 25.625 DRAWN BY: L. B. REED o . a a N .080 PLOYCARBO N 00 O LO 21 " SUN—TEK TUBLAR SKYLIGHT N (12) — #10 X 2 PAN HEAD SCREW LO (12) — 1/8" X 3/16 — 1/4" GRIP N ALL ALUMINUM LARGE FLANGE RIVET Ln Engineer of Record: James D.Wells,Jr.,EE. 00 Professional EngineerNo.5361! 0 AL WELLS CONSULTING LLC 1453 Arbims Circle Oviedo, PL 32765 (407) 496-5489 Culfflaata of Audwdzadon No:27162 o CURB TO DECK MOUNTING REQUIREMENTS PART NAME: EXTERIOR ',0 DADE PLAN V4EW 2 OF [DRAWN BY: L. B. REED 18.625 c8, - .080 PO L` Lb n LO 14" SUN-TEK TUBLAR SKYLIGHT c\j (12) #10 X 2 PAN HEAD SCREW LO o6 (12) 1/8" X 3/16 1/4" GRIP ALL ALUMINUM LARGE FLANGE RIVET Engineer OfReWrd: James r.Welb,jr P.E. 0Professional Engineer No, J&L WELLS CONSULMN 1453 Arblum Circle Oviedo, FL 32763 (407)496-549 Corti OW of Auftriudon No. QQ NOTE-. CURB TO DECK MOUNTING REQUIREMENTS (1) ALL ROOFING DETAILS #10 x 2-1/2" DECK SCREWS SHALL f- A COMPLY WI1-1TH CHAPTERf�nnr 15, 2014 EDITION 14" (3 PER SIDE 12 TOTAL �f Ir1l f%MIFN1 111 nlklfN PART NAME; EXTERICIR DO= METRO DADS PLAN VIEW ISHEET 3 OF DRAVVN BY: L. B. REED 14.625 0 0 (V .080 F N_ M N 10" SUN-TEK TUBLAR SKYLIGHT N (12) - #10 X 2 PAN HEAD SCREW d' (12) - 1/$" X 3/16 - 1/4" GRIP ALL ALUMINUM LARGE FLANGE RIVET u� M Engineer of Recon LO James A Wells,Jr, Professional Engin AL WELIS 0 1453 Arbltu " Oviedo, PL 3 NOTE: CURB TO DECK MOUNTING REQUIREMENTS (407) 496-541 (1) ALL ROOFING DETAILS #10 X 2-1/2" DECK SCREWS CUMCM SHALL COMPLY WITH CHAPTER 15, 2014 EDITION 10 (3) PER SIDE 12 TOTAL OF THE FLORIDA BUILDING CODE POSITIVE DESIGN LOAD 65 PSF (2) 4" MINIMUM DISTANCE FROM ANGLE LIP NEGATIVE DESIGN LOAD 65 PSF 'rr% Dnnr Cl IDCAM' IC rno QWIKIOI I: OP RI III T — I IP RlX1F WA-run rrC"T norcci mr i G ocr PART NAME: DECO RING ISHEET 4 OF 7 DRAWN BY: S RYAN 0.060 REF. (6X) ,031 R, X .031 HIGH 0.500 O ,060 POLYCARBONATE DOME REF. .030 POLYCARBONATE INNER 4 ALUMINUM LIGHTING SHEET STI-275 DECO RING RTV SILICONE SEALANT FLAT HORIZONTAL RETAINER .020 GALV. SUN-TEK ST 1000 SEALANT #10X2 PHS #10X 2-1/2 DECK Sc ROOFING FELT O FLASHING BY OTHERS O L` IN ACCORDANCE WITH NBCA Lv O � 2x6 CURB MINMIUM 4" HEIGHT Lo MIN. 1. 1 EMBEDMENT N Li 4" MINIMUM o a, SHINGLES (i HEIGHT (2) Lo LE toll N O� REF. ROOF DECK MIN. 5/8 EMBEDMENT tri (2X) 5/8 MINMIUN SUN-TEK ST 1000 SEALANT ,~tit ustill, PART NAME; CM DOME SHEET 5 OF 7 DRAWN BY: S RYAN .080 POLYCARBONATE DOME -1 L080 POLYCARBONATE 0 0 1 .875 1 .875 -� 21 .00 �— 25.25 00 � co a, rn 21 " TUBULAR SKYLIGHT DOME 10 " T .084 POLYCARBONATE DOME w w Q �o 0 1 .875 DOM T� PALRAI PART NAME: INSTALLATION DESCRIPTIONSHEET 5 -OF DRAWN BY: L. B. REED (D .080 POLYCARBONATE DOME 1 1 @.030 POLYCARBONATE INNER O9 DOME FASTENERS ITEM PART NAME DISCRIPTION VENDOR 1 EXTERIOR DOME .080 POLYCARBONATE DOME SEE DOME MATERIAL 2 * SEALING TAPE DUCT TAPE 2" VENTURE TAPE 3 * ELBOWS MIRO 4 ALANOD 4 * CONNECTOR M1RO 4 ALANOD 5 LENS RING ASSEMBLY INTERIOR DOME 6 #10 PHS X 2" FASTENERS EXTERIOR DOME MERIT FASTENER 7 #6 X1 .2"HEX TEK TUBE FASTENERS MERIT FASTENER 0 8 #10 X2-1 /2" DECK SCREWS CURB ANCHORS MERIT FASTENER 9 1/8 X3/16" GRIP ALUM. DECO RING FASTENER Mc MASTER—CARR LARGE FLANGE RIVET 10 * .020 GALV. TUBE RETAINER 11 DECO RING EXTRUSION 12 INNER PANEL .030 POLYCARBONATE INNER * THIS APPROVAL IS LIMITED TO THE DOME AND THE ATTACHMENT TO THE OJOINT SEALING TAPE STRUCTURE AND THE ROOF. ALL OTHERS ARE NOT PART OF THIS APPROVAL, HIGH REFLECTIVE OALUMINUM ELBOW DOME SPECIFICATIONS 5 LENS RING ASSEMBLY 1 lf_q �nOM�FH�EIGHT�9- PART NAME: TUBE RETAINERS ISHEET 7 OF 7 DR WN BY: L. B. REED 24.500 0 0 LO 0 0 LO 0 N1X21 �2� - 3.500 21 " TUBULAR SKYLIGHT 0 10" TUBULE oLO SKYLIGHT � X10.2 Business : Professional Regulation ratsrr BC1S Home jLogln I User Registration HotTopics I Submit Surcharge Stats&Facts Publications FHC Staff I BCIS Site Map Links I Search I Florida �� Product Approval Ir USER:Public User lw k""IR:.: 4Ifwaa"'i2rGt Product Approval Menu>Product or Aoollcation Search>Anollcatlon List>Application Detail �© FL# FL7006-R10 Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived ❑ Product Manufacturer IKO Industries,Ltd Address/Phone/Email 40 Hansen Road South Brampton,NON-US L6W 31-14 (708)496-2800 Ext 200 rmetzOD1@tampabay.rr.com Authorized Signature Robert Metz rmetz001@tampabay.rr.com Technical Representative Bob Metz Address/Phone/Email REMCO of Pinellas 456 Avila Circle NE Saint Petersburg,FL 33703 (727)776-5261 rmetzOOI@tampabay.rr.com Quality Assurance Representative Don Shaw Address/Phone/Email IKO 120 InduRd!es LTD HayWilmington,DE 19808 (717)579-6706 don.shaw@iko.com Category Roofing Shingles Asphalt Shin Subcategory r g Compliance Method Certification Mark or Listing Certification Agency FM Approvals-CER Validated By Locke Bowden Rl Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Y=aa ASTM D3161 modified to 110 mph 2016 ASTM D3462 2010 ASTM D7158 Class H 2011 ASTM E108 2011 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 10/08/2017 Date Validated 10/30/2017 Date Pending FBC Approval Date Approved 11/01/2017 Summary of Products FL# Model,Number or Name Description 7006.1 Cambridge,Cambridge HD, Laminated architectural fiberglass asphalt shingle Biltmore and Biltmore HD manufactured at IKO's Kankakee,IL;Hawkesbury,Ont.; Wilmington,DE;Sylacauga,AL and Toronto,Ont.plants Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL7006 RSO C CAC Letter-ASTM 133161 letter-(9-26- Approved for use outside HVHZ:Yes 2017)from FM.ndf Impact Resistant:N/A FI 7nnr R10 C CAC Letter-ASTM D3462 letter--(9-26- Design Pressure:N/A 20171.DdF Other: FL7006 RIO C r-AC Letter ASTM E108 letter-s9 26_ 2017).12d Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL7006 Rio II IKO-187-02-01 Letter-Installation Instructions for FBC FL7006.odf Verified By: DucT Nguyen 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 7006.2 Hip and Ridge 12 Cap This Is a 12"x 12"fiberglass asphalt shingle used to cover the hip and/or ridge of an asphalt shingle roof system manufactured at IKO's Kankakee,IL,Toronto,Ont.and Brampton,Ontario plants. Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL7006 RSO C CAC ASTM D 3462-Shingle letter Approved for use outside HVHZ:Yes Surveillance Audit Location-(6-28-2017).Ddf Impact Resistant:N/A FL7006 R10 C CAC Letter-ASTM D3161 letter-(9-26- Design Pressure:N/A 2017)from FM.Ddf Other: FL7006 RIO C CAC Letter-ASTM 03462 letter-(9-26- 2017).Ddf FL7006 RSO C CAC Letter-ASTM E108 letter-(9-26- 2017).DdF Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL7006 R10 1I HID and Rldne Cap Shingle Installation Instructions.odf FL7006 RSO II IKO-187-02-01 Letter-Installation Instructions for FBC FL7006.Ddf Verified By:Duc T Nguyen PE 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 7006.3 Leading Edge Plus Asphalt Shingle One piece fiberglass asphalt shingle used as a starter strip at Starter Strip the bottom of a roof system manufactured In Brampton and Hawkesbury,Ontario plants Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL7006 RIO C CAC Letter-ASTM D3161 letter-(9-26- Approved for use outside HVHZ:Yes 2017)from FModf Impact Resistant:N/A EL7006 R10 C CAC Letter-ASTM 03462 letter-(9-26- Design Pressure:N/A 20171.Ddf Other: FL7006 Rio C CAC Letter-ASTM E308 letter-(9-26- 22017).DdP Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL7006 R10 II IKO-187-02-01 Letter-Installation Instructions for FBC FL7006.Ddf FL7006 RIO II Roofin -Products-Leading-Edge-Plus- ADglication-EN(11 Ddf Verified By:Duc T Nguyen PE 65034 Created by Independent Third Party:No Evaluation Reports Created by Independent Third Party: i 7006.4 Marathon Plus AR,Superglass Plus 3 tab fiberglass asphalt shingle manufactured at IKO's AR Brampton,Ontario,Hawkesbury Ont.,Toronto,Ont.; Sylacauga,AL and Kanakakee,IL plants Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL7006 R10 C CAC Letter-ASTM 03161 letter-19-26- Approved for use outside HVHZ:Yes 20171 from FM.Ddf Impact Resistant:N/A FL 006 RIO C CAC Letter-ASTM D3462 letter-(9-26- Design Pressure:N/A )3[17).odf Other: FI 7006 RIO C CAC Letter-ASTM E108 letter-(9-26 2017).Ddf Quality Assurance Contract Expiration Date 12/20/2020 Installation Instructions FL7006 RIO II IKO-187-02-OS Letter-Installation Instructions for FRC FL70.06.odf Verified By: Duc T Nguyen 65034 Created by Independent Third Party:No Evaluation Reports Created by Independent Third Party: Back Next Contact Us;;2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mall address released In response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emalls provided may be used for official communication with the licensee.However emall addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please dick here-. Product Approval Accepts: Credit Card Safe aFMAIPProvals, FM Approvals Alemberafthe r.4!ClaW Gmup 1151 Boston-Providence Turnpike P.O.Box 9102 Norwood,MA 02062 USA T:781 762 4300 F:781 762 9375 www.finapprovals.com September 26,2017 Mr.Donald Shaw IKO Industries,Ltd. 40 Hansen Road South Brampton,Ontario L6W 3H4 Canada Customer ID: 1000000686 Subject: IKO Industries Ltd.'s glass reinforced asphalt roof shingles Dear Mr.Shaw, This letter is being written following in regards to your recent inquire regarding verification of the ASTM D3462 monitoring IKO Industries Ltd's glass reinforced asphalt roof shingles.IKO's shingles that are FM Approved and/or Specification Tested Listed are monitored by FM Approvals for compliance with ASTM D3462-10A.They continue to meet this standard. If you have any questions please do not hesitate to contact me. Very truly yours, �,/la, David L.Alves Phillip J.Smith,P.E. Senior Engineer-Materials Group Operations VP-Principal Engineer FM Approvals FM Approvals 1151 Boston-Providence Turnpike Norwood,MA 02062 T:781255 4856 E:david.alvesAfmapprovals.com �X CE APPROVED APPROVE <f:M Approvalso; FM Approvals dtanrhrr q(Yhr Af Gkfwf 6rntrr 1151 Boston-Providence Turnpike P.O.Box 9102 Norwood,MA 02062 USA September 26,2017 T:781 762 4300 F:781 762 9375 www.fmapprovals.com � Mr.Donald Shaw IKO Industries,Ltd 40 Hansen Road South Brampton,Ontario L6W 3114 Canada Customer ID: 10000006 86 Subject: IKO Industries Ltd.'s and Canroof Corporation Inc.'s FM Approved asphalt roof shingles Dear Mr.Shaw, This letter is being written following in regards to your recent inquire regarding verification of the ASTM D3161 testing of IKO Industries Ltd's asphalt roof shingles. IKO's fiberglass reinforced asphalt shingles listed below are FM Approved. The test methods originally used are in accordance with ASTM D3161-16 Standard Test Method for Wind-Resistance of Steep Slope Roofing Products(Fan Induced Method). FM Approvedproducts: IKt>i industries Ltd Cambridge,Cambridge HD,Cambridge AR,Cambridge ArmourZone, Cambridge Cambridge IR ArmourZONE7Dynasty,Dynasty with r ArmourZone Crowne Slate,Hip&Rid : Ridge,Hip&Ridge 12,Hip& Ridge Plus,Marathon Plus,Marathon Plus AR,Marathon Ultra AR,and Leading Edge Plus C ttro�of orfiarath" Inc: Biltmore,Biltmore HD,Superglass Plus AR,Superglass Ultra AR, -, Regency, CR Hip&Ride 12 and CR Hip&Ridge Plus If you have any questions please do not hesitate to contact me. Very truly yours, David L.Alves Phillip L Smith,P.E. Senior Engineer-Materials Group Operations VP-Principal Engineer FM Approvals FM Approvals 1151 Boston-Providence Turnpike Norwood,MA 02062 T:781 255 4856 E:david.alvesCa7finapprovals.com C E APPROVED APPROVED CONSTRUCTION MATERIALS TECHNOLOGIES October 27,2017 IKO Industries, Ltd 120 Hay Rd. Wilmington,DE 19809 Re: FBC FL7006 Sir(s), PRI Construction Materials Technologies has completed a technical review and attached sealed shingle instructions in compliance the 2017 Florida Building Code. This review was completed based on the receipt of following evidence from IKO Industries,Ltd: 1) IKO Shingle Application Instructions—3-Tab Shingles (EN-3Tab Appins 8AGXEFS-2012-11_reformatted 2013-02-rev07/13-Florida) 2) IKO Laminated Shingles Application Instructions (EN-Laminated Appins_BTTEFS-2012-04—reformatted 2013-02-rev07/13-Florida) 3) WO Hip and Ridge 12 Application Instructions (EN-HipandRidge12-3HRT(-2013-08 reformatted 2013-08) 4) IKO Leading Edge Plus Shingle Application Instructions (EW31-EP-Tri-2012-06—reformatted 2013-03) 5) ASTM D3161 Test Report(FM Approvals Project No.3040947) The attached instructions should be used in conjunction with the published manufacturer's application instructions and applicable code. In the event the instructions conflict,these instructions shall govern. Statement of Independence:PRI Construction Materials Technologies and/or Duc T.Nguyen,FL P.E.do not have nor plan to acquire a financial interest in any company manufacturing or distributing products for which the test reports are issued. Signed: Signed: o Brad ompo ski Duc T. u en Managing Director Florida Ree Bred Professional Engineer P.E.Number:65034 Date: October 27,2017 Date: October 27,2017 Attachments: A)IKO Shingle Application Instructions-3-Tab B)IKO Laminated Shingles Application Instructions C) IKO Hip and Ridge 12 Application Instructions D) IKO Leading Edge Plus Application Instructions IKo-187-02-01 PRI Construction Mah:dals Technologies,LLC.6412 Badger Orive Tampa,FL33610 Tel:813-621-5777 Fax 813-621-5840 e-mail:materialstesting(o 0cmtoom Website:http:Mvww.pdcmtcom IKO Installation Instructions for Asphalt Shingles Page 2 of 5 IKO Shingle Application Instructions — 3-Tab Shingles (ASTM D3161, Class F—IKO Marathon 25 AR and CRC Superglass M25AR) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT,THESE INSTRUCTIONS WILL GOVERN. ROOF DECK: Solidly sheathed and fastened deck conforming to 2017 FBC. UNDERLAYMENT:Applied in accordance with building code requirements.For areas where the roof slope is less than 4" per foot down to 2"-per foot, use 2 layers of underlayment conforming to building code requirements,the first sheet overlapping the eave protection by 19",followed by full 36"widths overlapping each preceding course by 19"or other Approved underlayments in accordance with the qualified application instructions. For areas where the roof slope is 4" per foot or greater, cover the deck with one ply of underlayment laid parallel to the eaves,with 2"horizontal laps and 4'end laps. Apply metal drip edges on top of any underlay along rake edges and directly to the deck along eaves in accordance with building code requirements. NAILING:Use galvanized(zinc coated)roofing nails,11 or 12 gauge,with at least 3/8"diameter heads,long enough to penetrate through plywood or 3/4"into boards. Use 4 nails per shingle placed 6-1/8"above the butt edge,approx.1"and 13"from each end and 1/2"above each cutout. Drive nails straight so that nail head is flush with,but not cutting into shingle surface. NAILING ON STEEP SLOPES:For steep slopes of 21"per foot(600)or more,use 6 nails per shingle placed as shown below. Ensure that no nail is within 2"of a joint/cutout of the underlying shingle. Seal down each shingle at time of application with three 1"diameter(approx.size and thickness of a quarter)spots of asphalt plastic cement placed under the shingle 2"above the bottom edge and equally spaced along the,shingle. Apply plastic cement in moderation since excessive amounts may cause blistering. CAUTION: Shingles should seal to the underlying course when the factory applied asphalt sealant is sufficiently warmed by the heat of direct sunlight. EXPOSURE: Installed shingles shall have a maximum average exposure of 5-5/8". STEEP SLOPES Ac vr 1-10 1'-•I SEALING SW 'ai •17 ` t_. NAILS NAILS DO NOT NAIL INTO ORABOVETHE SEALING STRIP P10 ConsUnction Materials Technologies,LLC.6412 Badger Ddve Tampa,FL33610 Tel:613-621-SM RDc 013-6215640 e-mati:matedalstesting@pricmtcom Website:hftp1Njww.pdcmLoom IKO Installation Instructions for Asphalt Shingles Page 3 of 5 IKO Laminated Shingles Application Instructions (ASTM D3161, Class F—Cambridge, Cambridge HD, and CRC Biltmore AR) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT,THESE INSTRUCTIONS WILL GOVERN. ROOF DECK: Solidly sheathed and fastened deck conforming to 2097 FBC. UNDERLAYMENT-Applied in accordance with building code requirements.Forareas where the roof slope is less than 4" per foot down to 2" per foot, use 2 layers of underlayment conforming to building code requirements,the first sheet overlapping the eave protection by 19",followed by full 36"widths overlapping each preceding course by 19"or other Approved undedayments in accordance with the qualified application instructions. For areas where the roof slope is 4" per foot or greater, cover the deck with one ply of underlayment laid parallel to the eaves,with 2"horizontal laps and 4"end laps. Apply metal drip edges an top of any underlay along rake edges and directly to the deck along eaves in accordance with building code requirements. NAILING:Use galvanized(zinc coated)roofing nails, 11 or 12 gauge,with at least 3/8"diameter heads,long enough to penetrate through plywood or 3/4"into boards. Use 4 nails per shingle placed in the nail line 7-3/8" below the top edge,approx. 1"and 13"in from each end. Drive nails straight so that nail head is flush with, but not cutting into shingle surface. NAILING ON STEEP SLOPES:For steep slopes of.21"per foot(600)or more,use 6 nails per shingle placed as shown below. Ensure that no nail is within 2"of a joint/cutout of the underlying shingle. Seal down each shingle at time of application with three 1"diameter(approx.size and thickness of a quarter)spots of asphalt plastic cement placed under the shingle 2"above the bottom edge and equally spaced along the shingle. Apply plastic cement in moderation since excessive amounts may cause blistering. CAUTION: Shingles should seal to the underlying course when the factory applied asphalt sealant is sufficiently warmed by the heat of direct sunlight. EXPOSURE: Installed shingles shall have a maximum average exposure of 5-7/8". NAILING-STEEP SLOPES APPLICATION Use sic nails as shorn. NAIL LINE - I + NAILS CEMENT PROPER APPLICATION REQUIRES THAT THE NAILS PENETRATE BOTH THE OVERLAY AND UNDERLAY PORTIONS OFTHE SHINGLE PRI Construction Materials Technologles,LLC.6412 Badger Dive Tampa,FL 33810 Tel:813621-5777 Fax:813.621-5840 e4wl matedalstedngQa pdCMLOom Website:httr.1AWAV.pd=LC0fn tK4 Installation Instructions for Asphalt Shingles Page 4 of 5 IKO Nip and Ridge 12 Application Instructions (ASTM D3161, Class F—IKO Hip and Ridge 12) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT,THESE INSTRUCTIONS WILL GOVERN. Cut hip and ridge shingles into thirds, using the perforation marks as a cutting guide. These shingles are designed for a 51/8"(130 mm)exposure.(For a neater appearance,the top of each side of each piece has been factory trimmed on a 1"(25 mm)taper(see drawing).Bend each piece over the hip or ridge,and nail 5 5/8"(143 mm)above the butt edge 1"(25 mm)in from each edge, exposing each piece 5-1/8"(130 mm). Apply hip pieces starting at the lower end of the hip,working up toward the ridge.On hip roofs,apply ridge pieces starting at each end, meeting in the middle. On gable roofs, apply ridge pieces starting at the end opposite to the prevailing wind direction and continue to the other end.Note:To obtain a three-dimensional effect,(which is recommended,but not required),apply hip and ridge shingles double thickness by stacking 2 pieces on top of one another,the lower piece extending about 3/4"(19 mm)further than the top piece(see diagram).The final shingle should be set in cement,and the exposed nail heads of the final shingle should be covered with cement.Prior to application in cold weather,storing the shingles in a heated area will allow for easier bending. NOTE:SHINGLES MUST BE APPLIED PROPERLY.THEYARE DESIGNED FOR USE AS HIP AND RIDGE SHINGLES ONLY,AND SHOULD NOT BE USED FOR ANY OTHER APPLICATIONS.WE ASSUME NO RESPONSIBILITY FOR LEAKS OR DEFECTS RESULTING FROM POORAPPLICATION OR FAILURE TO PROPERLY PREPARE THE SURFACE TO BE ROOFED OVER, OR FAILURE TO PROVIDE PROPER VENTILATION IN ACCORDANCE WITH MINIMUM PROPERTY STANDARDS REQUIREMENTS.REVIEW ALL APPLICABLE BUILDING CODES,MINIMUM PROPERTY STANDARDS,AND REQUIREMENTS PRIOR TO APPLYING THESE SHINGLES USING THESE APPLICATION INSTRUCTIONS. 1199MmlTAPERCUT l25 mm) (130mm) s�rr (762mm) PPJ Constructon M&OalsTechnetog)s%LCC.6412 Badger Ddve Tampa,FL 33610 Tet 813621-5777 Fax:813.621-5840 a-mail:matedaMs sh;;&fcmtccm WaWbK tWPJAw w.pdemtcom IKO Installation Instructions for Asphalt Shingles Page 5 of 5 IKO Leading Edge Plus Application Instructions (ASTM 133161, Class F—IKO Leading Edge Plus) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT,THESE INSTRUCTIONS WILL GOVERN. 1. Apply any underlayment,eave protection,valley flashings, or drip edges to roof deck as required. 2. Each 39 3/8"x 131/4"(1000 mm x 336 mm)IKO Leading Edge Plus strip is perforated lengthwise for separation into two(2)shingles.'Take one IKO Leading Edge Plus strip and fold flat at perforation to separate. 3. Take one of the separated shingles 39 3/8"x 6 5/8"(1000 mm x 168 mm)and remove approximately 20"(500 mm). Install this shingle on the lower left comer of the roof deck, granule side up,with the factory installed sealant adjacent to the eaves.The shingle should overhang the rake edge and eaves by a nominal 1/4"(6 mm)minimum.Fasten the shingle to the roof deck with nails located 3"to 4"(75 mm to 100 mm)from the eave edge and 1"(25 mm)in from each end. 4. Take the leftover 20"(500 mm)piece shingle.Rotate the piece and align it vertically up the rake edge with the factory installed sealant adjacent to the outer edge of the roof.The shingle should overhang the rake edge by a nominal 1/4"(6 mm)minimum.Fasten the shingle to the roof deck with fasteners located 3"to 4"(75 mm to 100 mm)from the rake edge and 1"(25 mm)in from each end. 5. Repeat Steps 3—4 for the right lower comer of the roof deck. NAILING:Use galvanized(zinc coated)roofing nails, 11 or 12 gauge,with at least 3/8"(9 mm)diameter heads,long enough to penetrate through plywood or 3/4"(20 mm)into boards. Use 4 nails per shingle placed 3"to 4"(75 mm to 100 mm)from the eave edge and approximately 1"and 13"(25 mm and 330 mm)in from each end. 6. Apply full-length IKO Leading Edge Plus shingles to the remaining eave edges of the roof deck.Install the shingles granule side up with the factory applied sealant adjacent to the eaves.The shingles should overhang the rake edge and eaves by a nominal 1/4"(6 mm)minimum.Fasten the shingles to the roof deck with nails located 3"to 4"(75 mm to 100 mm)from the eave edge,4 nails per shingle. 7. Apply roof shingles as per the instructions printed on each product's package.Make certain the first course of field shingle lies flush with the edges of the fastened IKO Leading Edge Plus. In this way, the sealant on the IKO Leading Edge Plus shingles will adhere to the first-course field shingles and help keep them from lifting in high winds. PRI Construction Matefials Technologies,LLC.6412 Badger Drive Tampa,FL 33610 Tel:613-621-SM Fax:a13-621-5mo e-mat:matedalstesting@pficmtoom WebSlte:http:/AWAY-Pdcmtccm FLORIDA DICIPARTMaNT OF Business & Professional -g BC15 Ham. I Log In User R.lstratlon Hot Tepl6 Submit Surcharge Stats&Facts .Publications I FBC Staff BCIS site Map Links Search :. � Product Approval . sa USER:Public User r: Product Aoornval Menu>Product or Aoollcation Search>Annllcatlan List>Application Detail FL# FL2569-1113 .Application Type Revision ..Code Version 2017' Application Status Approved Comments Archived. 10,. . Product Manufacturer Soprema,Inc. (Canada) Address/Phone/Email 1640 rue Haggarty Drummondville,NON-US 00000 (819)478-2400 memathieu@soprema.ca Authorized Signature Marc-Etienne Mathieu memathieu @soprema.ca Technical Representative Marc-Etienne Mathieu Address/Phone/Email 1688 lean-Berchmans-Michaud Drummondville,NON-US 00000 (819)478-2400 Ext 3327 memathieu @ so p re m a.ca Quality Assurance Representative Jean-Francois Cote,Ph.D. Address/Phone/Email 1640 rue Haggarty Drummondville (888)811-3145 jfcote@soprema.ca Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Cl Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Robert J.M.Nleminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 07/18/2020 Validated By John W.Knezevich,PE i7 Validation Checklist-Hardcopy Received Certificate of Independence FL2569 R13 COI 2017 01 COI Nieminen odf Referenced Standard and Year(of Standard) Standard Year ASTM D1970 2015 ASTM D6163 2008 FM 4474 2011 FRSA/TRI April 2012(04-12) 2012 TAS 110 2000 UL 1897 2012 Equivalence of Product Standards Certified-By Sections from the Code Product Approval Method Method i Option D Date Submitted 10/09/2017 Date Validated 10/11/2017 Date Pending'FBC Approval 10/15/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Description Name 2569.1 Soprema Roof Self adhering roof underiayments Undedayments Limits of Use Installation Instructions Approved for use in HVHZ:No FI 2569 R13 I1 2017 10 FINAL ER SOPREMA CA UNDERLAYMENTS FL2569- Approved for use outside HVHZ:Yes R13.Ddf Impact Resistant:N/A Verified By, Robert Nieminen,P.E.PE-59166 Design Pressure:+N/A/-150 Created by Independent Third Party:Yes Other:1.)Refer to ER Section 5 for Evaluation Reports Limits of Use.2.)The design pressure FL2569 R13 AE 2017 10 FINAL ER SOPREMA CA UNDERLAYMENTS FL2569- noted herein pertains to underlayment Ri systems used beneath adhesive-set the Created by Independent Third Party:Yes systems.Refer to ER Section 5.6.4 for details. Back Ne Contact Us n 7601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Cooyrioht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 650.487.1395.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine IF you are a licensee under Chapter 455,F.S.,please click here Product Approval Accepts: ®�®W Credit Card Safe EXTERIOR RESEARCH&DESIGN,LLC. Certificate of Authorization#9503 TRINITY I ERD 353 CHRISTIAN STREET,UNIT QOOXFORD,CT 06478478 (203)262-9245 EVALUATION REPORT Soprema,Inc. Evaluation Report 518010.06.09-1111 1640 rue Haggerty FL2569-1113 Drummondville,Quebec J2C 5P8 Canada Date of Issuance:06/15/2009 (819)478-2400 Revision 11:10/06/2017 SCOPE: This Evaluation Report is issued under Rule 61G20-3 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 6u' Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: Soprema Roof Underlayments 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 product changes or the referenced Quality Assurance documentation changes. TrinitVI ERD 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 "Trinity I ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety. INSPECrION: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: �na�rrp. r Robert J.M.Nieminen, P.E. 'a'' �.'' 'C��_'T' The facsimile seal a earingwasauthorizedb Robert ,�•.`�s�"r'`', $~, Nieminen,P.E.on 10/06/2017.This does not erne as an Florida Registration No.59166,Florida DCA ANE1983 i, Ji�pL;.+•` electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. Trinity IERD 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. 5. This is a building code evaluation. Neither Trinity]ERD 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. NTINI-ryIERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Underlayment Compliance Statement: Roof Underlayments, as produced by Soprema, have demonstrated compliance with the following sections of the a 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. 2. STANDARDS: Section Property Standard Year 1504.3.1 Wind Resistance FM 4474 2011 1504.3.1 Wind Uplift UL 1897 2012 1507.1.1,T1507.1.1,1507.2.9.2 Physical Properties ASTM D1970 2015 1507.3.3 Physical Properties FRSA/TRI April 2012 2012 FRSA/TRI April 2012(04-12) Physical Properties ASTM D6163 2008 TAS 110 Accelerated Weathering TAS 110 2000 3. REFERENCES: Enti Examination Reference Date ERD(TST6049) ASTM D1970/TAS 110 2968.05.04-2 05/14/2004 ERD(TST6049) Physical Properties 2757.02.05 02/03/2005 ERD(TST6049) ASTM D1970/TAS 110 2974.03.05-2 05/17/2005 ERD(TST6049) Wind Resistance 2778.07.05 07/15/2005 ERD(TST6049) Wind Resistance 2779.11.05-R1 04/18/2007 ERD(TST6049) TAS 103/TAS 110 S7120.11.07-2 11/02/2007 ERD(TST6049) ASTM D1970/TAS 110 513190.02.09-R1 04/01/2010 ERD(TST6049) ASTM D1970/TAS 110 S31370.03.10-1-R1 04/07/2010 ERD(TST6049) Physical Properties/Tensile Adhesion 511150.05.10-111 09/09/2010 ERD(TST6049) Physical Properties/Tensile Adhesion 511150.05.09-R2 10/05/2010 ERD(TST6049) ASTM D1970 S37210.11.11 11/09/2011 ERD(TST6049) ASTM D1970 540540.02.13-1 02/19/2013 ERD(TST6049) Physical Properties/Tensile Adhesion 543530.02.14-1 02/21/2014 ERD(TST6049) Physical Properties/Tensile Adhesion SOPC-SC7645.02.15 02/13/2015 ERD(TST6049) Accelerated Weathering SOPC-SC8520.14 04/17/2015 ERD(TST6049) Wind Resistance SOPC-SC14045.05.17-R1 06/07/2017 M-D(CER1592) HVHZ Compliance 15-0508.04 09/24/2015 ICC-ES(EVL2396) 2015 IBC Compliance ESR-1524 03/01/2017 PRI(TST5878) Physical Properties SOP-064-02-01 12/03/2013 Soprema,Inc.(PDM3511) Equivalency Declaration SA SMOOTH PLY 40 06/29/2015 UL,LLC(QUA9625) Quality Control Service Confirmation Exp.07/18/2020 4. PRODUCT DESCRIPTION: 4.1 Lastobond TU HT is a self-adhering, non-woven polyester fabric surfaced, SBS modified bitumen roof underlayment;meets ASTM D1970 and FRSA/TRI April 2012(04-12). 4.2 Lastobond Shield is a self-adhering, woven polyethylene surfaced, SBS modified bitumen roof underlayment available in two widths;36 and 45 inch;meets ASTM D1970. 4.3 RESISTO SA SMOOTH PLY 40 is a self-adhering,woven polyethylene surfaced,SSS modified bitumen roof underlayment;available in 3.3 ft x 65 ft rolls;meets ASTM D1970. 4.4 Lastobond Shield HT is a self-adhering, woven polyethylene surfaced, high temperature, SBS modified bitumen roof underlayment;meets ASTM D1970. Exterior Research and Design,I.I.C. Evaluation Report S18010.06.09-1111 Certificate ofAuthorizo6on&9503 6TM EDITION(2017)FBC NON-HVHZ EVALUATION F1.2569-1113 Soprema,Inc. Revision 11:10/06/2017 Page 2 of 8 TRINITY I ERD 4.5 Lastobond Pro HT-N is a self-adhering, woven polyethylene surfaced, SBS modified bitumen roof underlayment available in two widths;36 and 45 inch;meets ASTM D1970. 4.6 Lastobond Pro HT-S is a self-adhering, woven polyethylene surfaced, high temperature, SBS modified bitumen roof underlayment;meets ASTM D1970, 4.7 Lastobond 195 is a self-adhering, glass-mat reinforced, sand-surfaced, SBS modified bitumen roof underlayment;meets ASTM D1970. 4.8 Lastobond Eaves Protection Sheet is a self-adhering, glass-mat reinforced, sand-surfaced, SBS modified bitumen roof underlayment;meets ASTM D1970. 4.9 Lastobond Eco is a self-adhering, glass-mat reinforced, sand-surfaced, SBS modified bitumen roof underlayment;meets ASTM D1970. 4.10 Lastobond Smooth Seal HT is a self-adhering, glass-mat reinforced, film-surfaced,SBS modified bitumen roof underlayment;meets ASTM D1970. 4.11 RESISTO L81236 is a self-adhering, glass-mat reinforced, sand-surfaced, SBS modified bitumen roof underlayment,with a 36-inch sheet width;meets ASTM D1970. 4.12 PrimeSource Grip-Rite Eave&Valley Protector is a self-adhering,glass-mat reinforced,sand-surfaced,SBS modified bitumen roof underlayment,with a 36-inch sheet width;meets ASTM D1970. 4.13 RESISTO LB1244 is a self-adhering, glass-mat reinforced, sand-surfaced, SBS modified bitumen roof underlayment,with a 44-inch sheet width;meets ASTM D1970. 4.14 Colphene FR GR is a self-adhering, fiberglass reinforced, granule-surfaced, SBS modified bitumen roof underlayment;meets ASTM D1970 and FRSA/TRI April 2012(04-12). 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity I ERD 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 uniess'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 report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Soprema 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: TaBLE1 aRoo�Co4EROPnoNs Underlayment Asphalt Nail-On Foam-On Metal Wood Shakes& Slate Shingles Tile Tile Shingles Lastobond TU HT Yes Yes Yes Yes Yes Yes See 5.5.1 Lastobond Shield/Pro HT-N/RESISTO SA a 1 SMOOTH PLY 40 Yes i s No -'No No Yes Yes al Lastobond Shield HT/Pro HT-S Yes ? . ,)ZIo + No Yes Yes Yes Lastobond Eaves Protection Sheet/ Yes Nto No No Yes Yes Lastobond 195 Lastobond ECO /RESISTO LB1236,Grip- }4s 3 Rite Eave&Valley Protector/RESISTO Yes No ' No No Yes Yes LB1244 Exterior Research and Design,LLC. Evaluation Report S18010.06.09-R11 Crst(icate of Authorization#9503 6TH EDITION(2017)FBC NON-HVHZ EVALUATION F1.2569-1113 Soprema,Inc. Revision 11:10/06/2017 Page 3 of 8 TRINITY I ERD 7ABLE•1 .ROOF COVER OPTIONS ._ Underlayment Asphalt Nail-On Foam-On Metal Wood Shakes& Slate Shingles Tile Tile Shingles Lastobond Smooth Seal HT Yes .':No; i ` '.'No:'.`:r:;:•.i Yes Yes Yes Colphene FR GR .Yes. Yes Ves ;.'; No`' Yes Yes See 5.5.1 5.5.1 "Foam-On Tile"is limited to use of following Approved tile adhesives/underlayment combinations. TAI; ]A AuowAeu;TIrE ADHESIVEUNDERU1fhilENT COMBINATIQN51 Adhesive Florida Product Approval Underlayments Dow,TileBond— FL22525 Lastobond TU HT ICP Adhesives Polysetm AH-160 FL6332 Lastobond TU HT or Colphene FR GR 5.6 Allowable Substrates: 5.6.1 Direct-Bond to Deck: Lastobond Shield, Lastobond Pro HT-N, RESISTO SA SMOOTH PLY 40, Lastobond Shield HT, Lastobond Pro HT-S,Lastobond TU HT,Lastobond Eaves Protection Sheet,Lastobond 195,Lastobond ECO,RESISTO LB1236,Grip-Rite Eave&Valley Protector,RESISTO LB1244 or Lastobond Smooth Seal HT applied to: ➢ Plywood;ASTM D41 primed plywood; OSB;ASTM D41 primed OSB;Southern Yellow Pine;ASTM D41 primed Southern Yellow Pine;ASTM D41 primed structural concrete. Colphene FR GR applied to: ➢ Plywood;ASTM D41 primed plywood,ASTM D41 primed structural concrete. Note: ➢ While not required over plywood, OSB or Southern Yellow Pine substrates, Soprema recommends priming with Elastocol Stick or Elastocol 600c if the final roof cover is not slated for installation within 24 hours. ➢ Soprema requires tongue-and-groove board decking be covered with plywood or OSB prior to installation of the self-adhering underlayment. 5.6.2 Bond-to-Insulation: Lastobond Shield, Lastobond Pro HT-N, RESISTO SA SMOOTH PLY 40, Lastobond Shield HT, Lastobond Pro HT-S,Lastobond TU HT,Lastobond Eaves Protection Sheet,Lastobond 195,Lastobond ECO,RESISTO L61236,Grip-Rite Eave&Valley Protector,RESISTO LB1244,Lastobond Smooth Seal HT or Colphene FR GR applied to: ➢ Dens Deck Prime;SECUROCK Gypsum-Fiber Roof Board. For installation under mechanically attached prepared roof coverings, insulation shall be attached per minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations under foam-on tile systems(Lastobond TU HT only),insulation attachment shall be designed by a qualified design professional and installed based on testing of the insulation/underlayment system in accordance with FM 4474,Appendix D,Testing Application Standard TAS 114,Appendix J or UL1807. 1 Refer to Tile Manufacturer's orAdhesive Manufacturers Florida Product Approval for Overturning Moment Resistance Performance. Exterior Research and Design,LLC. Evaluation Report 518010.06.09-R11 Certificate ofAuthorhadon 09503 19"EDITION(2017)FBC NON-HVHZ EVALUATION FL2569-R33 Soprema,Inc. Revision 11:10/06/2017 Page 4of8 TRINITY I ERD 5.6.3 Bond to Mechanically Attached Base Layer:. Lastobond Shield, Lastobond Pro HT-N, RESISTO SA SMOOTH PLY 40, Lastobond Shield HT, Lastobond Pro HT-S, Lastobond TU HT, Lastobond Eaves Protection Sheet, Lastobond 195, Lastobond ECO, RESISTO LB1236,Grip-Rite Eave&Valley Protector, RESISTO LB1244, Lastobond Smooth Seal HT or Colphene FR GR applied to: ➢ ASTM D226,Type 1 or II felt;Sopra-G;Modified Sopra-G. For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. For installations under foam-on tile systems (Lastobond TU HT only), base layer shall be attached in accordance with FRSA/TRI April 2012(04-12). 5.6.4 Wind Resistance for Underlayment Systems in Foam-On Tile Applications: FRSA/TRI April 2012 (04-12) does not address wind uplift resistance of all underlayment systems beneath foam-on 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/TRI April 2012(04-12)and are used in foam-on 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)or FBC 1609 for determination of design wind pressures. #1 Maximum Design Pressure=-45.0 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: (Optional)Elastocol Stick,Elastocol 600c or RESISTO EXTERIOR PRIMER Underlayment: Lastobond TU HT or Colphene FR GR,self-adhered. #2 Maximum Design Pressure=-67.5 psf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: Elastocol 600c Underlayment: Lastobond TU HT or Colphene FR GR,self-adhered. #3 Maximum Design Pressure=-150.0 psf: Deck: Min. 15/32-inch APA-rated BCX plywood (may be installed C-side up) to meet project requirements to satisfaction of Authority Having Jurisdiction. Deck Preparation:Plywood shall be thoroughly cleaned to remove dust and debris that may inhibit adhesion. All sheathing fasteners shall be driven flush with the surface. All sharp splinters and wood projections shall be removed/sanded. Primer: (Optional)RESISTO EXTERIOR PRIMER Underlayment: Lastobond TU HT, self-adhered, shall be thoroughly roll using hand roller and/or weighted roller to ensure there are no voids, and ensure there are no voids/bridging at side and end-laps. #4 Maximum Design Pressure=-60.0 psf: Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Sopra-G or Modified Sopra-G mechanically attached with nails (FBC 1517.5.1) and tin caps (FBC 1517.5.2) spaced 6-inch o.c. at the flinch laps and 6-inch o.c. in three (3), equally spaced rows in the center of the sheet. Underlayment: Lastobond TU HT or Colphene FR GR,self-adhered 5.6.4.1 All other direct-deck, adhered Soprema underlayment systems beneath foam-on tile systems carry a Maximum Design Pressure of-45 psf. Exterior Research and Design,I.I.C. Evaluation Report 518010.06.09-1111 CertiTicate ofAuthodkodan#9503 67 EDITION(2017)FBC NON-HVHZ EVALUATION FL2569-1113 Soprema,Inc. Revision 11:10/06/2017 Page 5 of 9 TRINITY(ERD 5.6.4.2 For mechanically attached Base Sheet,the maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI April 2012(04-12),Appendix A,Table ILA. Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC 1609. In this case, Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1-29 and Roofing Application Standard RAS 117. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29(January 2016)for Zone 2/3 enhancements. 5.7 Exposure Limitations: Lastobond Eaves Protection Sheet, Lastobond_195,Lastobond Eco, Lastobond Smooth Seal HT, RESISTO LB1236,Grip-Rite Eave&Valley Protector or RESISTO LB1244 shall not be left exposed for longer than 30- days after installation. Lastobond Shield,Lastobond Pro HT-N,RESISTO SA SMOOTH PLY 40,Lastobond Shield HT or Lastobond Pro HT-S shall not be left exposed for longer than 90-days after installation. Lastobond TU HT or Colphene FR GR shall not be left exposed for longer than 180-days after installation. 5.8 Tile Slippage Limitations(TAS 103 per FRSA/TRI April 2012(04-12)): 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. TABLE'2 TILE SLIPPAGE:UMITATIbNSFOR DIRECT DECK TILE INSTALLATIONS:;„'' Underlayment Tile Profile Staging Method Maximum Slope Flat Max.10-tile stack 6:12 Lugged Max.10-tile stack 5:12 Max.10-tile stack(bottom 2-tile stack shall be inverted,followed by 8 tiles high 6:12 on slope,as shown below) Lastobond TU HT ; a Lugged Colphene FR GR Flat Max.10-tile stack 5:12 Lugged Max.10-tile stack 6:12 Exterior Research and Design,U.C. Evaluation Report S18010.06.09-Rli Cerit/fcate ofAuthoriza6an#9503 67 EDITION(2017)FBC NON-HVHZ EVALUATION FL2569-1113 Soprema,Inc. Revision 11:10/06/2017 Page 6 of 8 ��TRINIWJERD 6. INSTALLATION: 6.1 Soprema Roof Underlayments shall be installed in accordance with Soprema published installation requirements 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 with Elastocol Stick, Elastocol 600c or RESISTO EXTERIOR PRIMER(if applicable). 6 3 Lastobond TU HT,Lastobond Shleid,lastobontl Pro HT N,RESISTO SA SMOOTH PLY.4Q LaA bond Shleld. NT,hastobond Pro HT S,`Lastobontl Eaves Protecxion sheer 1aStobond 195, Lastobond Eco,Lasto6ond. Smooth Sea(HT,RES.ISTO 1.6.1236,Gr.`ip RIteEa�e&galley PrRESISTO LB1244 or Colphene FR GR:' 6.3.1 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. 6.3.2 Non-Tile Applications: While priming is optional, Soprema recommends priming with Elastocol Stick, Elastocol 600c or RESISTO EXTERIOR PRIMER if the final roof cover is not slated for installation within 24 hours. Apply sheet parallel to the roof edge.. Roll out approximately 10 ft of membrane and peel back the first 3 ft of release film. Adhere the exposed part to the substrate and unroll the remaining membrane as far-as possible. Once the entire length of membrane is in place, peel-off the release film diagonally while holding the membrane tight. Firmly roll the membrane into place to achieve a bond. Horizontal seams should be minimum 3-inches, configured to shed water. Vertical seams should be 6- inches and staggered not less than 2-ft from vertical seams in the course below. All over-granule end-laps shall be sealed using either heat-welding or hot air welding techniques. When installing at slopes above 8:12,Soprema recommends back-nailing in the overlap area at the top of the sheet at 12-inch o.c. For Valleys and Ridges: Cut underlayment into 4 to 6 foot lengths.Peel the release paper and center sheet over valley or ridge. Drape and press sheet into place,working from the center of the valley or ridge in each direction. For valleys,apply the sheet starting at the lowest point and work upward. 6.3.3 Tile Applications(Lastobond TU HT or Colphene FR GR onlyl: Reference is made to FRSA/TRI April 2012 (0412) Installation Manual and Table 1 herein, using the instructions noted above as a guideline. For foam-on tile applications,reference is made to Section 5.6.4 herein for wind resistance limitations that fall outside the scope of FRSA/TRI April 2012(04-12). Tile shall be loaded and staged in a manner that prevents the slippage and/or damage to the underlayment. See Table 2 herein,and Soprema published requirements for tile staging. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. Exterior Research and Design,I.I.C. Evaluation Report S18010.06.09-R11 Cerifflicate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION F1.2569-1113 Soprema,Inc. Revision 11:10/06/2017 Page 7 of 8 QOTRINITY IERD 8. MANUFACTURING PLANTS: Contact the noted QA agency for information on product locations covered for F.A.C. 61G20-3 QA requirements. The following plants have qualified products under their respective physical properties specifications. a 7 Pec Product s l Lastobond Shield,RESISTO SA SMOOTH PLY 40,Lastobond Shield HT, Drummondville, Lastobond Pro HT-N,Lastobond Pro HT-S,Lastobond 195,Lastobond QC(Canada) ASTM D1970 Eaves Protection Sheet,Lastobond Eco,Lastobond Smooth Seal HT, RESISTO 1131236,PrimeSource Grip-Rite Eave&Valley Protector, RESISTO LB1244 ASTM D1970&FRSA/TRI 04-12 Colphene FR GR Wadsworth,OH Lastobond 195,Lastobond Eaves Protection Sheet,Lastobond Eco, ASTM D1970 Lastobond Smooth Seal HT,RESISTO LB1236,PrimeSource Grip-Rite Eave&Valley Protector,RESISTO LB1244 ASTM D1970&FRSA/TRI 04-12 Lastobond TU HT;Colphene FR GR Gulfport,MS Lastobond 195,Lastobond Eaves Protection Sheet,Lastobond Eco, ASTM D1970 Lastobond' Smooth Seal HT,RESISTO LB1236,PrimeSource Grip-Rite I Eave&Valley Protector,RESISTO LB1244 9. QUALITY ASSURANCE ENTITY: UL,LLC—QUA9625;(314)578-3406;k.chanceilor@us.ul.com END OF EVALUATION REPORT- Exterior Research and Design,LLC_ Evaluation Report S18010.06.09-1111 Certificate of Autharizatlon#9503 eH EDITION(2017)FBC NON-HVIiZ EVALUATION FIL2569-1113 Soprema,Inc. Revision 21:10/06/2017 Page 8 of 8