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Home My WebLink AboutProduct ApprovalFlorida Building Code Online http://www.floridabuildirig,org/pr/pr_app dtf.aspx?parani—�r(EVX,.. Submit Surcharge Stats & Facts > n Searc+> A,E_cati n 1.ist> Application Detail FL # FL2569-Rll Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Publications FBC Staff 6CIS Site Ma Soprema, Inc. (Canada) 1640 rue Haggarty Drummondville, NON -US 00000 (819) 478-2400 Ext 3327 memath ieu @soprema.ca Marc -Etienne Mathieu memath ieu@soprema.ca Marc -Etienne Mathieu 1688 lean -Berch ma ns -M ichaud Drummondville, NON -US 00000 (819) 478-2400 Ext 3327 memath ieu@soprema. ca lean -Francois Cote, Ph.D. 1640 rue Haggarty Drummondville (888)811-3145 jfcote@soprema.ca Roofing Underlayments Evaluation Report from a Florida Registered Architect o Florida Professional Engineer Evaluation Report - Hardcopy Received Robert J. M. Nieminen PE -59166 UL LLC 10/16/2017 John W. Knezevich, PE of 3 I/5/2016 3:08 PM 7lorida Building Code Online http://www.flori dabuilding- org/pr/pi_app_dti. aspx?param—wGEV X... Validation Checklist - Hardcopy Received Certificate of Independence- 9 � }.l_co, 2011_ _r-_ C01 Referenced Standard and Year (of Standard) Standard ASTM D1970 ASTM D6163 ASTM D6164 FM 4474 FRSA/TRI April 2012 (04-12) TAS 103 TAS 110 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/15/2015 Date Validated 10/19/2015 Date Pending FBC Approval 10/21/2015 Date Approved 12/15/2015 Summary of Products FL # Morcel, Number or Name 2569.1 Soprema Roof Underlayments Limits of Use Approved for use in HVHZ: No Approvers for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure, +N/A/ -90 Other: 1.) Refer to ER Section 5 for Limits of Use. 2.) The design pressure noted herein pertains to underlayment systems used beneath adhesive -set the systems. Refer to ER Section 5.6.4 for details. Description Self adhering roof underlayments Installation Instructions FL2569 R11 II 2015 10 FINAL ER Si7FREMA CA UNDERLAVP P=_idf Verified By: Robert Nieminen, P.E. PE -59166 Created by Independent Third Party: Yes Evaluation Reports FL2569 R11 AE 2015 10 FINAL ER SOPREMA CA UNDERLAY RIi.dH` Created by Independent Third Party: Yes Back Next Cont3.Ci._iw? :: I94E7 Nnrth Mnnrne Streef. Tallahassee Ft 32399 Phone, 850 -487 -IB -Z The State of Florida is an AA/EEO employer. Coovriaht 2007-2013 State of Florida,.:; Privmv Statement :; kcm5j lits 5tataman1 :: EI Under Florida law, email addresses are public records, If you do not want your a -mall address released in response to a public -records req of 3 1/5/2()16 3:08 PM Florida Building Code Online http://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVX... electronic mail to this entity. instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487. Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department wi they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. it supply a personal address; please provide the Department with an email address which can be made available to the public. To determine ff yo Chapter 455, F.S., please click her Product Approval Accepts: M e hEsR SCc'l6Tl'tV".i. i of 3 1/5/2016 3:08 PM TRUNK( ; -R EVALUATION REPORT Soprema, Inc. 1640 rue Haggerty Drummondville, Quebec J2C 5P8 Canada SCOPE: EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE.: (203) 262-9245 FAX. -(203)2G2-9243 Evaluation Report S18010.06.09 -R9 FL2569-R11 Date of Issuance: 06/15/2009 Revision 9:10/12/2015 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 5th Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: Soprerrla 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. Trinityl 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. 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 7. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 591 S6, Florida DCA ANE1983 The faesrrnHe.sea Iappear Ing was authorized by Robert Nieminen, P.E. on 10/1212015, This does not serve as an electronics€ly signed document, signed, sealed hardcopies have been transmitted to the Product Approval AdmEnistrator and to the named client 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. Trinityi 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 Trinityl 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. Tx b 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 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 2004 1507.2.4, 1507.2.8, Physical Properties ASTM D1970 2009 1507.2.9.2, 1507.4.5.1, ASTM D1970 / TAS 110 2974.03.05-2 05/17/2005 1507.5.3, 1507.7.3 Wind Resistance 2778.07.05 07/15/2005 1507.11.2 Physical Properties ASTM D6163 2000 1507.11.2 Physical Properties ASTM D6164 2005 1523,6.5.2.1 Physical Properties TAS 103 1995. TAS 110 Accelerated Weathering TAS 110 2000 1507.3.3 Installation Practice FRSA/TRI April 2012 (04-12) 2012 3. REFERENCES: Entity Examination Reference Date ERD (TST6049) ASTM 01970 / 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 57120.1.1.07-2 11/02/2007 ERD (TST6049) ASTM D1970 / TAS 110 S13190.02.09 -R1 04/01/2010 ERD (TST6049) ASTM D1970 / TAS 110 531370.03.10-1-R1 04/07/2010 ERD (TST6049) Physical Properties /Tensile Adhesion S11150.05.10 -R1 09/09/2010 ERD (TST6049) Physical Properties /Tensile Adhesion 511150.05.09-R2 10/05/2010 ERD (TST6049) ASTM D1970 537210.11.11 11/09/2011 ERD (TST6049) ASTM D1970 S40540.02.13-1 02/19/2013 ERD (TST6049) Physical Properties/ Tensile Adhesion S43530.02.14-1 02/21/2014 ERD (TST6049) Physical Properties / Tensile Adhesion SOPC-SC7645.02.15 02/13/2015 ERD (TST6049) Accelerated Weathering SOPC-SC8S20.14 04/17/2015 M -D (CER1592) HVHZ Compliance 09-1005.02 11/04/2010 M -D (CER1592) HVHZ Compliance 13-0530.02 11/27/2014 ICC -ES (EVL2396) 2012, 2009 and 2006 IBC Compliance ESR -1524 10/03.12014 PRI (TST5878) Physical Properties SOP -064-02-01 12/03/2013 Soprema, Inc. (PDM3511) Equivalency Declaration SA SMOOTH PLY 40 05/29/2015 UL, LLC (QUA9625) Quality Control Service Confirmation Exp. 10/16/2017 4. PRODUCT DESCRIPTION: 4.1. Lastobond TU HT is a self -adhering, non -woven polyester fabric surfaced, SBS modified bitumen roof underlayment. 4.2 Lastobond Shield is a self -adhering, woven polyethylene surfaced, SBS modified bitumen roof underlayment available in two widths; 36 and 45 inch. 4.3 RESISTO SA SMOOTH PLY 40 is a self -adhering, woven polyethylene surfaced, SBS modified bitumen roof underlayment; available in 3.3 ft x 65 ft rolls. Exterior Research and Design, LLC. Evaluation Report 518010.06.09-R9 Certificate ofAuthoriration #9503 FL2569-R22 Revision 9: 20/12/2015 Page 2 of 7 5: TNT"'Y- 4.4 Lastobond Shield HT is a self -adhering, woven polyethylene surfaced, high temperature, SBS modified bitumen roof underlayment. 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. 4.6 Lastobond Pro HT -5 is a self -adhering, woven polyethylene surfaced, high temperature, SBS modified bitumen roof underlayment. 4.7 Lastobond 195 is a self -adhering, glass -mat reinforced, sand -surfaced, SBS modified bitumen roof underlayment. 4.8 Lastobond is a self -adhering, glass -mat reinforced, sand -surfaced, SBS modified bitumen roof underlayment. 4.9 Lastobond Eco is a self -adhering, glass -mat reinforced, sand -surfaced, SSS modified bitumen roof underlayment. 4.10 Lastobond Smooth Seal HT is a self -adhering, glass -mat reinforced, film -surfaced, SBS modified bitumen roof underlayment. 4.11 RESISTO LB1236 is a self -adhering, glass -mat reinforced, sand -surfaced, SBS modified bitumen roof underlayment, with a 36 -inch sheet width. 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. 4.13 RESISTO LB1244 is a self -adhering, glass -mat reinforced, sand -surfaced, 585 modified bitumen roof underlayment, with a 44 -inch sheet width. 4.14 Colphene FR GR is a self -adhering, fiberglass reinforced, granule -surfaced, SBS modified bitumen roof underlayment. 4,15 Unilay (e) is a mechanically attached, polyester reinforced, granule -surfaced, SBS modified bitumen roof underlayment. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.L. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ. 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 AHJ for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable roof covers applied atop the underlayments are follows: Exterior Research and Design, LLC. Evaluation Report S18010.06.09-119 Certificate of Authorization #9503 FL2569-R11 Revision 9: 10/12/2015 Page 3 of'7 TABLE 1: ROOF COVER OPTIONS L7nderlayment Asphalt Nail -On Imam -on Metal wood Shakes & Slate Shingles Tile Tile Shingles Yes Lastobond TU HT Yes Yes Yes Yes Yes See 5.5.1 Lastobond Shield / Pro HT -N / Yes No No No Yes Yes RESISTO SA SMOOTH PLY 40 Lastobond Shield HT / Pro HT -S Yes No No Yes Yes Yes Lastobond / Lastobond 195 Yes No No No Yes Yes Exterior Research and Design, LLC. Evaluation Report S18010.06.09-119 Certificate of Authorization #9503 FL2569-R11 Revision 9: 10/12/2015 Page 3 of'7 Underlayment Lastobond ECO / RESISTO LB1236, Grip -Rite Eave & Valley Protector/ RESISTO LB1244 TABLE 1: ROOF COVER OPTIONS Asphalt Mail -On Foam -On Metal Shingles Tile Tile Yes No No No TRINIERDTY Wood Shakes & Slate Shingles Yes Yes Lastobond Smooth Sea] HT Yes No No Yes Yes Yes Colphene FR GR Yes Yes Yes No Yes Yes See 5.5.1 Unilay (e) Yes Yes Yes No No No Batten Only See 5.5.1 5.5.1 "Foam -On Tile" is limited to use of the following adhesives unless tensile adhesion / long term aging data from an accredited testing laboratory is provided. Underlayment Adhesive(s) Lastobond TU HT 3M 2 -Component Foam Roof Tile Adhesive AH -160 (FL6332) or Dow Chemical TUeBondT" Roof Tile Adhesive (FL717) 9 Colphene FR GR 3M 2 -Component Foam Roof Tile Adhesive AH -160 (FL6332) 1 Unilay (e) 3M 2 -Component Foam Roof Tile Adhesive AH -160 (FL6332) 5.6 Allowable substrates are noted below: 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, Lastobond 195, Lastobond ECO, RESISTO L131236, 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: s Plywood; ASTM D41 primed plywood; ASTM D41 primed structural concrete. N ote: ➢ 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, Lastobond 195, Lastobond ECO, RESISTO 1_131236, 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 the 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 or TAS 114, Appendix J. Exterior Research and Design, LLC. Evaluation Report 518010.06.09-R9 Certificate ofAuthorizatioa #9503 FL2569-R11 Revision 4: 10/12/2015 Page 4 of 7 T N ER 5.6.3 Bond to Mechanically Attached Base Laver: Lastobond Shield, Lastobond Pro HT -N, RESISTO SA SMOOTH PLY 40, Lastobond Shield HT, Lastobond Pro HT -S, Lastobond TU HT, Lastobond, Lastobond 195, Lastobond FCO, RESISTO LB1236, Grip -Rite Eave & Valley Protector, RESISTO LB1244, Lastobond Smooth Seal HT or Colphene FR GR applied to: ➢ ASTM 0226, Type I 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 the 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 Underlavment Svstems in Foam -On Tile Applications: FRSA/TRI April 2012 (04-12) does not address wind uplift resistance of all underlayment systems beneath foam -on 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 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 I=BC 1504.9 has already been applied). Refer to FBC 1609 for determination of design wind pressures. 5.6.4.1 Maximum Desian Pressure = -45.0 psf. Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of AHJ. Primer: (Optional) Elastocol Stick or Elastocol 600c Underlayment: Lastobond TU HT or Colphene FR GR, self -adhered. 5.6.4.2 Maximum Desizn Pressure = -67.5 psf. Deck: Structural concrete to meet project requirements to satisfaction of AHJ. Primer: Elastocol 600c Underlayment: Lastobond TU HT or Colphene FR GR, self -adhered. 5.6.4.3 Maximum Desian Pressure = -60.0 psf Deck: Min. 19/32 -inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Sopra-G or Modified Sopra-G mechanically attached with nails (FSC 1517.5.1) and tin caps (FBC 1517.5.2) spaced 6 -inch o.c. at the 4 -inch laps and 6 -inch o.c. in three, equally spaced rows in the center of the sheet. Underlayment: Lastobond TU HT or Colphene FR GR, self -adhered 5.6.4.4 Maximum Desien Pressure = -90.0 psf. Deck: Min. 19/32 -inch plywood to meet project requirements to satisfaction of AHJ. Underlayment: Unilay(e) mechanically attached with Soprafix Polymer Batten Bar (PBB) or Soprafix Metal Batten Bar (MBB) with Soprema #15 -EL fasteners spaced 6 -inch o.c. within the 5 - inch wide, self -adhering side laps. End laps are 6 -inch wide and sealed using either heat -welding or hot-air welding techniques. 5.7 Exposure Limitations: Lastobond, 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 or Unilay(e) shall not be left exposed for longer than 180 -days after installation. Exterior Research and Design, LLC. Evaluation Report 518010:06.09-R9 Certificate of Authorization #9303 FL2569-RIl Revision 9: 1011212015 Page 5 of 7 TRINITY -x 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 or Elastocol 600c (if applicable). 6.3 Lastobond TU HT, Lastobond Shield, Lastobond Pro FIT -N, RESISTO SA SMOOTH PLY 40, Lastobond Shield, HT: Lastobond Pro HT -S. Lastobond, Lastobond 195. Lastobond Eco. Lastobond Smooth Seal FIT, RESISTO LB1236, Grin -Rite Eave & Valley Protector, RESISTO L81244 or Colphene FR GR: 6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.3.2 Non -Tile Applications: While priming is optional, Soprema recommends priming with Eiastocol Stick or Elastocol 600c 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 Colohene FR GR onlv): 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 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 tile slippage and/or damage to the underlayment. 6.4 Unllav[e): 6.4.1 bion -Tile Aonlications or hail -On. Battened Tile Applications: Reference is made to Table 1 herein and FRSA/TRI April 2012 (04-12) Installation Manual (if applicable). Apply sheet parallel to the roof edge and, starting at the eave with the selvedge -edge upslope, mechanically attach the 5 -inch wide selvedge -edge to the wood deck with nails and tin caps or round cap - nails spaced 36 -inch o.c. Apply the second course in a water -shedding manner with self -adhering side - laps. Vigorous hand or motorized roller pressure is applied to the self -adhering laps to ensure a watertight application. 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. Exterior Research and Design, LLC. Evaluation Report S1010.06.09-119 Certificate ofAuthorizatiart 119503 FL2569-R11 Revision 9: 10/12/2015 Page 6 of 7 TRN5 tin Z. 1_ R Tile (if applicable) shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underiayment. 6.4.E Foam -On Tile Applications: Reference is made to FRSA/TRl April 2012 (04-12) Installation Manual, Table 1 herein and Section 5.6.4.4 herein. Apply sheet parallel to the roof edge and, starting at the eave with the selvedge -edge upslope, mechanically attach the 5 -inch wide selvedge -edge to the wood deck Soprafix Polymer Batten Bar (PBB) or Soprafix Metal Batten Bar (MBB) with Soprema #15 -EL fasteners spaced 6 -inch o.c. Apply the second course in a water -shedding manner with self -adhering side -laps. Vigorous hand or motorized roller pressure is applied to the self -adhering laps to ensure a watertight application. 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. Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the manufacturer or the named QA entity for information on plants covered under Rule 61G20-3 QA requirements. 9, QUALITY ASSURANCE ENTITY: UL, LLC —QUA9625; (314) 578-3406; k.chancellor@us.ul.com - ENO OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation. Report 51$010.06.09-119 Certificate of Authorization #9503 FL2569-R11 Revision 9:10/12/2015 Page 7 of 7 orida Building Code Online http://www.tioriciabull(Ima.org/pr/pr app_tlu.aspx!param=w(ivim... n _;%> ApprIC3#Ion detail L # FL2418-R9 Application Type Revision Code Version 2014 Application Status Approved Comments Archived F Publicatio ns FBC Staff 605 Site Ma *Approved by DBPR. Approvals by DBPR shall he reviei by the POC and/or the Commission if necessary. Product Manufacturer Maxim Industries, Inc. Address/Phone/Email 1630 Terre Colony Court Dallas, TX 75212-6221 (214)905-2021 info@maximskylights.com Authorized Signature David Thornton info@maximskylights.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Sky Lights Subcategory Skylight Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute Validated By National Accreditation & Management Institute Referenced Standard and Year (of Standard) Standard Year TAS 201 1994 TAS 202 1994 TRS 203 1994 ff3 11/23/2015 2:14 PM orida Building Code Online tittp://www.lioriciabLtliomg.org/pr/pr_app_ati.aspx : param=Nvur. v x... Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved 'qummary of Products FL # Model, Humber or dame 2418.1 Dade Curb Mount Skylight Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 Other: 2418.2 1 Dade Self Flashing Skylight Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 Other: Method 1 Option A 07/10/2015 07/16/2015 07/25/2015 Description Polycarbonate (Glazed Aluminum Skylight Certification Agency Certificate Quality Assurance Contract (Expiration 10 12/31/2017 Installation Instructions FL2418 :K9 z. Verified By: National Accreditation & Manag Created by Independent Third Party; Evaluation Reports lI Created by Independent Third Party: Yes Polycarbonate Glazed Aluminum Skylight Certification Agency Certificate F12413 iR9 C CAC. Quality Assurance Contract Expiration C 12/31/2017 Installation Instructions FL2418 i3u--t' DSF_1501.eef Verified By: Natbna€ Accreditation & Manag Created by Independent Third Party: Evaluation Reports 61_2416 P9 AF i vaivatipr'��ca Created by Independent Third Party Yes 'IBack! �Nextl Contact :: 1940 North Monroe Street. Tallahassee FL 32359 Phone, 850-487-1824 The State of Florida Is an AA/FFO employer. Coovriaht 2007-2013 State of FloridiL:: Privacv Statement:: Accessibiliry Statement :: Rc Under Florida law, email addresses are public records, it you do not want your e-mail address released in response to a public -records rec electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If youhave any questions, please contact 850.487. Section 455.275(1), Florida Statutes, effective October 1, 21312, licensees licensed under Chapter 455, F.S. must provide the Department wi they have one. The emails provided may be used for official communication with the 9Icensee. However email addresses are public record. I3 supply a personal.address, please provide the Department with an email address which can be made available to the public. To determine if yo Chapter 455, F.S., please click here . Product Approval Accepts: Fog )f 3 11/23/2015 2:14 PM OF PRODUCT CER'TIFICA'TION CERTIFICATION NO: N1009198 -R4 DATE: 12/30/2007 CERTIFICATION PROGRAM: Structural COMPANY: Maxim CODE: M-1256-1 REVISION DATE: 12/1812014 To verify that the "Notice of Product Certification" is valid, please visit to assure that — the product is active and currently listed. This certification represents product conformity to the applicable specification and that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim certification status. Please review and advise NAMI if any corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION Maxim Industries, Inc. 1630 Terre Colony Court Dallas, Texas 75212 SPECIFICATION TAS 201/202/203-94 Series "Dade Self -Flashing" Polycarbonate Glazed Aluminum Skylight Configuration: O Glazing: Exterior.Dome-0. 118 " Hyzod Polycarbonate w/8" rise/Interior Dome -0.118" Hyzod Polycarbonate w/4" rise Overall: W-416" DLO: W-39" H-8'6" H-719" PRODUCT RATING Design Pressure = +601-60 psf Large Missile Impact. Rated Product Tested By: Architectural Testing, Inc. Report No: ATI -01-43381.01 Expiration Date: December 31. 2017 Administrator's Signature: a NATIONAL, ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes, VA 23072 Tel:. (804) 684-51241 Fax: (804) 684-5122 MAXIM INDUSTRIES, INC. UADE SELF FLASKING SKYLIGHT 8" MAX. FROM 12" MAX. CORNERS TYP. O.C. TYR • LLN I W �.� • I I • I I I I • .I I • I I I 1 I l I I W I I J I I o k I � E I = • I I • ;; I I I I I I • I I e I I I I I I • I I • I I I I J I44.50" MAX. O.A. O.L.O. WIDTIi 11 54" MAX. O.A. FLANGE WIDTH ELEVATION AND ANCHOR LAYOUT z d: O X GENERAL NOTES: 1. This Product has been designed and tested to conform to the requlrements as determined in the Florida Building Code Sth Edition (2014). - 2_ This product is designed for within and outside High Velociiy Hurricane Zone. 3. The Details and specifications shown herein represent product engineered and tested for water, air, Impact, cyclic and uniform static air pressure testing in conformance with TAS 201, TAS 202,, TAS 243. 4. When used in area& requiring wind bome debris protection this product complies with Sections 1609.1.2 and 1626 of the Florida Building Cade 5th Edition (2014) and does not require an impact resistance covering, 5. Buliding structure must be designed by licensed professional engineer to carry the leads applied from this product. 6. AD anchors to surrounding structure to be as listed and spaced as specified in these drawings, any substitutions shall be approved by licensed professional Engineer. 7, Skylight Material is 6083-T6 Extruded Aluminum. Skylight Inner and Outer pome Material is Polycarbonate. NOAH 12-0605.05. 8. Substrate material: Wood, mitdmum specific gravity of 0.42. DESIGN PREStlRE RATING {PSF) IMPACT RATING 100.0 LARGE MISSILE IMPACT tyi G'.. U N arc �lWa a O f a o r E _ 3 ¢ U ti: t7 0 O O � a U- CL co to .. .. U O Gi DO r" Omc o ?regia ORE a-'00'0 No 49814 �p�'�' STATS -iJF '� Z 0 taBtd1r941194q THEODORE MMAN PX NOAMA nwiLlls DATE: 07110/15 DWG #: DSF1507 SCALE: N.T_& SHEET: 1 of 2 I Minimum #12 X 1.25" fastener by others. Pre -punched instalition holes 4" from each comer, maximum 10.5" on center.. Minimum penetration = P. 2 -069'X 1.5" X 1.75",6063-T6 extruded aluminum retaining angle. Atuminum angle mitered and welded l@ fourcorneis. F" 3 52.5" X 100,375" UV Enhanced outer polycarbonate dome sr 8" height, on test sample (height varies per size) Q e. 4 52.5" X 100.375" UV Enhanced 'inner polycarbonate dome @4" height on test sample: (height varies per siza) z O 5 OSI PR256 urethane sealant. Located between aluminum retaining angle and outer dome & between inner dome and aluminum frame. 5E cV 6 Sealant tapo, 1" X .125" located between outer and inner domes. cn 7 6063-T6 extruded ahuninum frame. Aluminurn frame mitered and welded @ four corners, U- � X 8 912 X 1.75" fastener. Onefastener located equidistant from each corner. Pow fasteners per skyligh€ kr- O 9 # 10 X .375 18-8 stainless steel fastener. Located 4" from each comer, maximum I V an center. ud A U ¢� l0 All units equal to or less than the total square footage or the test specimen, 36 square feet, will be accepted under this approval. w m I I Minimum distance= 4" from angle lip to roof surface for shingles or BUR without insulation. For insulation and the roof add the height and insulation o W thickness to the 4" minimum height. c w Outer Polycarbonate Dome Inner Polycarbonate Dome #12 Stainless Steel Fastener with o _ ® _ neoprene gasket, One fastener o 0 located equidustant from each 5 \ .corner. (Four fasteners per tom ^ as O2 .060" Extruded Altuninum� Sealant O \,.skylight) o > Retaining Am& Sealant Tape O a t+ er a ns —�'��-, Sealant Tapc�6 #10 X.375" stainless steel fastener @ 4" from each corner, maximum 11" v �--- Condensation Gutter �on center. C7 ` Q 060" Aluminum Frame O 4 en Design Pressure: 60psf+/^ Minimum #12 X 1.5" Test Pressure:-120psf & +1.80psf l l fastener. Installation holes 3" from each cormCr, maxinautn 12" lJ 3" Installation Flange on center. Minimum /penetration =1 ". m m Self Flashing Model Raof deck and framing by others. All ^ roof details shall comply with all ` sections of the Florida Building Code and Florida Residential Code. rrrese6rttEa'<4e DATE: 07/10/15 DWG #: DSF1507 SCALE: N.T.S. SHEET: 2 of 2 THFae6RE KAMAN, P.E. No. 068!4 moans LIGHT TRANSMISSION & GLAZING PERFORMANCE Sheffield Makroion® po9ycorhono$e Dome In uta e. Glass Performance SHGC Winter U -Factor Fading Trans Light Trans LoE366 (Low E Cubed)/Argon Gas: �. �1A7[•7� I�t��'t►71NU111[•aR•I:IIRM[WO� 0.43 66% Bronze Tint/ Argon Gas: Clear/Bronze (CB) 25% 60% .90 .97 0.7 (ASHRAE) Clear/Clear (CC) 74% 89% 90 .97 1.02 (ASHRAE) Clear/Gray (CG) 43% 60% .90 .97 0.7 (ASHRAE) Bronze/Bronze (BB) 07% 36% 90 .97 0.49 (ASHRAE) Clear/White (CW) 23% 40% 90 .97 0.71 (ASHRAE) In uta e. Glass Performance SHGC Winter U -Factor Fading Trans Light Trans LoE366 (Low E Cubed)/Argon Gas: 0.27 0.24 0.43 66% Bronze Tint/ Argon Gas: 0.63 0.31 0.52 61% Gray Tint/ Argon Gas: 0.63 0.31 0.52 61% FRAME FINISHES Mill Finish FEATURES White Powdercoat All insulated glass provided by Maxim includes argon gas. All laminated impact resistant glass is manufactured with DuPont— SentryGlas® Plus. Bronze Anodized Custom Color Powdercoat Custom Color Powdercoat • Approvals include multiple Miami -Dade County Product Control NOAs; Florida Building Commission, FBC 2418-R3 (2010); Texas Department of Insurance, TDI Report(s) SK -13 & SK -18 • All Maxim Skylights are tested and conform to AAMA/WDMA/CSA 101/I.S.2/A440-05 and all, or part, of the following standards: ASTM E283, ASTM E330, ASTM E331, ASTM E547, ASTM El 886, Missile Level C as specified in ASTM E1996-99, TAS 201-94, TAS 202-94, TAS 203-94, and ASTM E1300-02/03. • All Maxim Skylights are third party certified to performance compliance and quality assurance by the National Accreditation Management Institute (NAMI). • Available in any size or shape up to 25 square feet, the largest impact resistant insulated glass skylight available. • Insulated Glass for maximum energy efficiency available as Tempered, Laminated and DuPont— SentryGlas Plus Impact resistant. • Unlimited configurations to meet any conditions. • Optional curb assembly w/ prefinished white interior, solid wood curb and aluminum counterflashing. • Insulated glass is tested to-200psf negative pressure for a +/-100psf Design Pressure. • All Maxim insulated glass comes with XL Edge technology providing the lowest failure rate in the industry. Developed in part from our suppliers 45 years of experience in manufacturing dual -seal silicone insulated glass. • Mill Finish, Bronze Anodized, Clear Anodized or an unlimited number of powdercoat colors are also available. • All insulated glass is covered by the manufacturer for 20 years • Curb Mount available up to 36 square feet & Self Flashing up to 32 square feet in any size or shape. • Polycarbonate domes are tested to-120psf & +180psf for a +/-60psf Design Pressure. • Sheffield Plastics Makrolon° SL W enhanced polycarbonate outer domes for the ultimate in ultraviolet light protection. • Virtually unbreakable polycarbonate domes meet large & small missile impact rating. • Sealed double domes prevent moisture from occurring between the domes. • Polycarbonate glazing meets UL 972 forced entry protection. • Stainless steel fasteners eliminate rust and corrosion. *Any type of cleaning performed on the roof, including removal of mold, mildew, fungus, or dirt, by pressure of any kind with water or chemical means will damage polycarbonate domes and void any warranty. A detailed insulated glass warranty is available upon request. WARNING: SKYLIGHTS MAY NOT SUPPORT LIVE LOADS! While these skylights have passed testing for large and small missile impact resistance, 1000 ft/lbs fall protection resistance and up to 200psf. positive pressure testing, they are not intended for any live load! Do not stand, sit, lean, or rest on any part of the skylight. Corporate Florida 1630 Terre Colony Court • Dallas, Texas 75212.6221 1818 7'i' Avenue North, Suite 2 • Lake Worth, Florida 33461 Toll Free 888-222-4898 • Fax 214-905-2024 Toll Free 800-367-8168 • Fax 561-588-9283 7/8/2016 Florida Building Code Online .iF �s3",-�`•@ .;'n sof _sus BCIS Home Log In h User Registration _ Hot Topics Submit Surcharge Stats & Facts Publications ; FBC Staff BCIS Site Map Links ; Search Business,/, f.:� Product Approval PCofessid l USER Public User y (ula 1 ra............... ...tu....... i:i�r„�a>.i:r„ Product Aoorcval Menu > Product or Aoolication Search > Aooliration List > Application Detail FL # FL7006-R9 Application Type Revision Code Version 2014 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 Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By IKO Industries, Ltd 40 Hansen Road South Brampton, NON -US 1_6W 31-14 (708) 496-2800 Ext 200 rmetz001 @tam pabay. rr, co m Robert Metz rnietzOOI@tampabay.rr.com Bob Metz REMCO of Pinellas 456 Avila Circle NE Saint Petersburg, FL 33703 (727) 776-5261 rmetz001@tampabay. rr.com Don Shaw IKO Industries LTD 120 Hay Rd. Wilmington, DE 19808 (717) 579-6706 don.shaw@iko.com Rooting Asphalt Shingles Certification Mark or Listing FM Approvals - CER Locke Bowden Validation Checklist - Hardcopy Received Standard ASTM D3161 modified to 110 mph ASTM D3462 ASTM D7158 Class H ASTM E108 Year 2009 2009 2008 2007 https://www.flori dabui I di ng.orglprlpr_app_dtl .aspx?param=wGEVXQwtD gse7m YBd2b3K6m XtoZ LhN VX122N pl7DJ 1 E%3d 113 7/8/2016 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products FL # 7006.1 Florida Building Code Online Method 1 Option A 06/28/2015 06/30/2015 07/06/2015 Model, Number or Name Description Cambridge, Cambridge HD and CRC Laminated architectural fiberglass asphalt shingle Biltmore AR manufactured at IKO's Kankakee, IL; Hawkesbury, Ont.; Wilmington, DE; Sylacauga,AL and Toronto, Ont. plants Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 7006.2 Hip and Ridge 12 Cap fiberglass shingles Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 7006.3 Leading Edge Plus Asphalt Shingle Starter Strip Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Certification Agency Certificate FL7006 R9 C CAC FM Letter - ASTM d3161 letter - 4-15- 2015 .odf FL7006 R9 C CAC FM Letter - ASTM d3462 letter - 5 6 15.odf FL7006 R9 C CAC FM Letter - ASTM E 108 letter - 5 3 15 .ndf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL7006 R9 II IKO-133-02-01 Letter - Instalfation Instructions for FBC FL7006.cdf Verified By: Duc T Nguyen 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: This is a 12" x 12" fiberglass asphalt shingle used to cover the hip and/or ridge of an asphalt shingle roof system manufactured in Toronto, Ont. and Brampton, Ontario Certification Agency Certificate FL7D06 R9 C CAC FM Letter - ASTM d3161 letter - 2015 .pdf 4-15- FL7006 R9 C CAC FM Letter - ASTM d3462 letter - 5 6 1S.pdf FL7006 R9 C CAC FM Letter - ASTM E 108 letter - 15 .pdf III Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL7006 R9 II ilio and Ridae Cao Shina_ le Installation Instructions.odf FL7006 R9 II IKO-133-02-01 Letter - Installation Instruct]ons for FBC FL7006.odf Verified By: Duc T Nguyen OF 65034 Created by Independent Third Party: No I Evaluation Reports Created by Independent Third Party: 53 One piece fiberglass asphalt shingle used as a starter strip at the bottom of a roof system manufactured in Brampton and Hawkesbury, Ontario plants Certification Agency Certificate FL7006 R9 C CAC FM Letter - ASTM d3161 letter - 4-15- � 2015 ,pdf FL7006 R9 C CAC FM Letter ASTM d3462 fetter - 5 6 15. Pdf FL7006 R9 C CAC FM Letter - ASTM E 108 letter - S 3 15 . odf Quality Assurance Contract Expiration Date 12/31/2020 j Installation Instructions I FL7006 R9 II IKO-133-02-01 Letter - Installation j Instructions for FBC FL7006.Ddf II FL7006 R9 II Roofina_-Products-Leadinc_-Fda_e-Pliis- , ADDlication-ENf ll.Ddf Verified By: Duc T Nguyen PE 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 7006.4 Marathon 25 AR CRC Su er lass 3 tab fiberglass asphalt shingle manufactured at IKO`s https:!/www.fl ori dabui ldi ng.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgse7mYBd2b3K6mXtoZLhN\,XI22N pl7OJ 1 F°/a3d 2/3 7/8/2016 Contact Vs :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Convriaht 2007-2013 State of Florida. :: Privacv 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 rot send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, ES., please click here . Product Approval Accepts: sm ® RR Credit Card Safe https:l/www.lloridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtD gse7mYBd2b3K6mXtoZLhNVX122N pl70J 1 E%3d 313 Florida Building Cade Online M25AR 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 R9 C CAC FM Letter - ASTM d316I letter - 4 -15 - Approved for use outside HVHZ: Yes 2015 pdf Impact Resistant: N/A FL7006 R9 C CAC FM Letter - ASTM d3462 letter - 5 6 Design Pressure: N/A 15.Qf Other: FL7006 R9 C CAC FM Letter - ASTM E 108 letter - 5 3 15 .odf Quality Assurance Contract Expiration Date 12/20/2020 s Installation Instructions FL7006 R9 If IKO-133-02-01 Letter - Installation Instructions for FBC FL7006.odf Verified By: Duc T Nguyen 65034 by Independent Third Party: No jCreated Evaluation Reports Created by Independent Third Party: Contact Vs :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Convriaht 2007-2013 State of Florida. :: Privacv 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 rot send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, ES., please click here . Product Approval Accepts: sm ® RR Credit Card Safe https:l/www.lloridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtD gse7mYBd2b3K6mXtoZLhNVX122N pl70J 1 E%3d 313 FM Approvals,=z��<,=r�:� 1151 Boston -Providence Turnpike P.O. Box 9102 Norwood, MA 02062 USA T: 781 762 4300 F: 781 762 9375 www.fmapprovals.com May 3, 2015 Mr. Donald Shaw 1K.0 Industries, Ltd. 40 Hansen Road South Brampton, Ontario L6W 3H4 Canada Customer ID: 1000000686 Subject: IKO Industries Ltd.'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. 1KO's shingles that are FM Approved have been tested in accordance with ASTM D3161 (reports 3040947 and 3038510). FM Approved products: IKO`Industries Ltd:` Crowne Slate, Cambridge, Hip & Ridge 12, .Marathon 25 AR, Marathon Ultra AR, Cambridge IR, Leading Edge Plus, Cambridge HD, Marathon 25, Hip & Ridge Plus, Dynasty with ArmourZone unroof Corporation, Inc: Biltmore, Hip & Ridge 12 (CRC), Superglass 25 M AR, Superglass Ultra AR, (CRC) Hip & Ridge Plus Please be advised that shingles noted above tested to previous versions of ASTM D3161 continue to meet the test criteria of the current version of ASTM D3161. If you have any questions please do not hesitate to contact me. Very truly yours, David L. Alves Senior Engineer - Materials Group FM Approvals 1151 Boston -Providence Turnpike Norwood, MA 02062 T: 781 255 4856 E: day-°id.alvesrcUfnlat)nrovals.com Ex C E O Phillip J. Smith Principal Engineer - AVP FM Approvals C f US APPRItVEII K3 CONSTRUCTION MATERIALS TECHNOLOGIES March 30, 2015 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 2014 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_8TTEFS-2012-04_reformatted 2013-02-rev07/13-Florida) 3) IKO Hip and Ridge 12 Application Instructions (EN-HipandRidge 12_3HRTri-2013-08_reformatted 2013-08) 4) IKO Leading Edge Plus Shingle Application Instructions (EN-3LEP-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: Brad Grryboxsk�i Managing Director Date: April 30, 2015 Signed: Duc L. N u en ' Florida Re-gitsTered Professional Engnebr P.E. Number: 65034 Date: Attachments: A) IKO Shingle Application Instructions - 3 -Tab 8) IKO Laminated Shingles Application Instructions C) IKO Hip and Ridge 12 Application Instructions D) IKO Leading Edge Plus Application instructions IKO-133-02-01 April 30, 2015 PRI Construction WOWS Technologies, LLC. 6412 Badger Drive Tampa, FL 33610 Tel: 813-621-5777 Fax: 813 21-5946 a -mail: maledalstesting@pricmt.com WebSite, http:flwvvw.pdcmt.com li Installation Instructions for Asphalt Shingles Page 2 of 5 I1<4 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 2014 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 root' 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 318" diameter heads, long enough to penetrate through plywood or 314" into boards. Use 4 nails per shingle placed 6-1/8" above the butt edge, approx. 1" and 13" from each end and 112" 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 (60°) 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 5-518". STEEP SLOPES _� ; a — ✓;� SEALING STRIP - -- NAIt_9-- DO NOT NAIL INTO OR ABOVE THE SEALING STRIP PRI Construction Materials Technologies, 1 6412 Badger Drive Tampa, FL 33610 Tel: 813.621-5777 Fax: 813.621-5840 a-mall:materialstesting@pricmt.com WebSite', http:llwww.pdcmt.com iK0 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 2014 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 underiayment 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 318" diameter heads, long enough to penetrate through plywood or 314" into boards. Use 4 nails per shingle placed in the nail line 7-318" 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 (60°) 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 5-718". NAILING - STEEP SLOPES APPLICATION 1158 six nails as st own. 7 3/i3" r i ♦ r _ - — - NAILLINE NAILS e NjENIT �r PROPER APPLICATM RFOUIRES THAT THE NAILS PENETRATE BOTH THE OVERLAY AND UNDERLAY PORTIONS OFTHE SHINGLE PRI Construction Materials Technologies, LLC. 6412 Badger Drive Tampa, FL 33610 Tel: 813-621-5777 Fax: 813-621-5840 e-mail: materiaistestingopricmt.com WebSite: httpalwm.pricmt.cem Ii Installation Instructions for Asphalt Shingles Page 4 of 5 IKO Hip 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 5 118" (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 5 518" (143 mm) above the butt edge 1" (25 mm) in from each edge, exposing each piece 5 118" (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 bystacking 2 pieces on top of one another, the lower piece extending about 314" (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 POOR APPLICATION 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. 1 TAPER'LTF PRI Construction Materials Technologies, LLC. 6412 Badger Drive Tampa, FL 336117 Tel: 613-621.5777 Fax: 613-621-5840 e-mail: materialstesting@pricmt.com Website: http llwww.pricmt.com IKO Installation Instructions for Asphalt Shingles Page 5 of 5 IKO Leading Edge Plus Application Instructions (ASTM D3161, 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 39 318" x 13 114" (1000 mm x 336 mm) IKO Leading Edge Plus strip is perforated lengthwise for separation into two (2) shingles. Take one KID Leading Edge Plus strip and fold flat at perforation to separate. 3. Take one of the separated shingles 39 318" x 6 5/8" (1000 mm x 168 mm) and remove approximately 20"(500 mm). Install this shingle on the lower left corner 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 114" (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 114" (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 corner of the roof deck. NAILING: Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 318" (9 mm) diameter heads, long enough to penetrate through plywood or 314" (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 114" (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 Materials Technologies, LLC. 6412 Badger Drive Tampa, FL 33610 Tel: 813.6215777 Fax: 813-621-5848 e-mail: matarialstest'ng@pricmt.com Web5its, http:llwww.pricmt.com