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Home My WebLink AboutProduct Approval t I ' 6/30/2015 Florida Building Code Online � a �1oe,da N 9tm6ntbf BCIS Home Log In ? User Registration ( Hot Topics Submit Surcharge Stats&Facts j Publications FBC Staff BCIS Site Map Links Search ProduBusines �} - Pro SSI �, R"e _�uSER:PuApproval Public User Ro'"'AM Product Approval Menu>Product or Application Search>Application List>Application Detail R A a 'fFL# FL2569-R9 Application Type Revision Code Version 2014 Application Status Approved Comments Archived I Product Manufacturer Soprema, Inc. (Canada) Address/Phone/Email 1640 rue Haggarty Drummondville, NON-US 00000 (819)478-2400 Ext 3327 memathieu@soprema.ca r Authorized Signature Marc-Etienne Mathieu memathieu@soprema.ca Technical Representative Marc-Etienne Mathieu Address/Phone/Email 1688 Jean-Berchmans-Michaud Drummondville, NON-US 00000 (819)478-2400 Ext 3327 memathieu@soprema.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 I Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received 'i Florida Engineer or Architect Name who developed Robert J. M. Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 10/16/2017 ! Validated By John W. Knezevich, PE Validation Checklist- Hardcopy Received Certificate of Independence FL2569 R9 COI 2015 01 COI Nieminen.Ddf i Referenced Standard and Year(of Standard) Standard Year ASTM D1970 2009 ASTM D6163 2000 ASTM D6164 2005 FM 4474 2004 FRSA/TRI April 2012(04-12) 2012 TAS 103 1995 https://floridabuilding.orgtpr/pr app dfl.aspx?param=wGEVXQwtDgsKQFEnckB108ErxlUd3xYIX2p/o2f%2bLT9pl88p/o3d 1/2 I ' 6/30/2015 Florida Building Code Online TAS 110 I 2000 I Equivalence of Product Standards f Certified By Sections from the Code i f Product Approval Method Method 1 Option D Date Submitted 04/17/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/23/2015 i Date Revised 06/29/2015 t Summary of Products FL# Model,Number or Name Description 2569.1 Soprema Roof Self adhering roof underlayments ' Underlayments Limits of Use Installation Instructions Approved for use in HVHZ: No FL2569 R9 II 2015 04 FINAL ER SOFREMA CA UNDERLAYMENTS FL2569- Approved for use outside HVHZ:Yes R9.odf Impact Resistant: N/A Verified By: Robert Nieminen, P.E. PE',159166 Design Pressure: +N/A/-90 Created by Independent Third Party: Yves Other: 1.) Refer to ER Section 5 for Limits of Evaluation Reports Use. 2.)The design pressure noted herein FL2569 R9 AE 2015 04 FINAL ER SOPREMA CA UNDERLAYMENTS FL2569- pertains to underlayment systems used R9.Ddf beneath adhesive-set tile systems. Refer to Created by Independent Third Party: Is ER Section 5.6.4 for details. `i I hack Nest ,I kk I Contact Us:: 1940 North Monroe Street,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-mail address released in response'to a public-records request,do not 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 t�e Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses','re 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: .e:N i ,I i it i If l https://floridabuilding.org/pr/pr_app oti.aspx?param=wGEVXQwtDgsKQFEnckB108ErxlUd3xYIX2%2f%2bLT9p188%3d, 2/2 I l i EXTERIOR RESEARCH&DESIGN, LLC. Certificate of Authorization#9503 ER353 CHRISTIAN STREET,UNIT#13 C OXFORD,CT 06478 ## (203)262-9245 EVALUATION REPORT Soprema, Inc. Evaluation Report 518010.06.09-1110 1640 rue Haggerty I FL2569-1112 Drummondville,Quebec J2C 5P8 Canada Date of Issuance:06/15/2009 (819)478-2400 Revision 10:06/12/2017 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 5th Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: Soprema Roof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited QuaIlity 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 theoduct change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robe rtp Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity)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)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 B. ilding Official. This Evaluation Report consists of pages 1 through 7. Prepared by: s �'ra.,...•.•••"'""�/�� 4.�J.�j'.`/`f pig �. I ::moo--SP4'0S Robert J.M.Nieminen P.E. The facsimile seal appearing was authorized by RobertNleminen, y,FSS,:��• , , P.E.on 06/12/2017.This does not serve as an electronically signed Florida Registration No.59156,Florida DC4ANE1983 l,D,��ipN_q{Gsa document.Signed,sealed hardcoples have been transmitted to the w..dUnp`tnt`s Product ApproviI Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. Trinity I ERD does not have, nor does it intend to acquire or will it acquire, a financial interest.in any company manufacturing or distributing products it evaluates. 2. Trinity)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. I 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 IERD 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. i I f TRlil `Y ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: "I 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 ofj Use set forth herein. 2. STANDARDS: Section Property Standard Year 1504.3.1 Wind Resistance FM 4474 2004 1504.3.1 Wind Uplift UL 1897 I 2004 1507.2.4,1507.2.8, Physical Properties ASTM D1970 2009 1507.2.9.2,1507.4.5.1, 1507.5.3,1507.7.3 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 I 1995 TAS 110 Accelerated Weathering TAS 110 j 2000 1507.3.3 Installation Practice FRSA/TRI April 2012:(04-12) 2012 3. REFERENCES: Entity Examination Reference Date ERD(TST6049) ASTM D1970/TAS 110 2968.05.04-2 i 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 I 11/02/2007 ERD(TST6049) ASTM D1970/TAS 110 513190.02.09-111 04/01/2010 ERD(TST6049) ASTM D1970/TAS 110 531370.03.10-1-R1 ' 04/07/2010 ERD(TST6049) Physical Properties/Tensile Adhesion 511150.05.10-R1 09/09/2010 ERD(TST6049) Physical Properties/Tensile Adhesion S11150.05.09-R2 10/05/2010 ERD(TST6049) ASTM D1970 537210.11.11 11/09/2011 ERD(TST6049) ASTM D1970 540540.02.13-1 I 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 i 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' 05/29/2015 UL,LLC(QUA9625) Quality Control Service Confirmation Exp.10/16/2017 4. PRODUCT DESCRIPTION: j 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 518010.06.09-1110 Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION F1.2569-1312 Soprerna,Inc. I Revision 10:06/12/2017 Page 2 of 7 E i TRII ITYJERD 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-S is a self-adhering, woven polyethylene surfaced, high temperature, SBS modified bitumen roof underlayment. 1 4.7 Lastobond 195 is a self-adhering, glass-mat reinforced, sand-surfaced, SBS modified bitumen roof underlayment. 4.8 Lastobond Eaves Protection Sheet 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; SBS 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 L81236 is a self-adhering, glass-mat reinforced, sand-surfaced, SBS modified bitumen roof underlayment,with a 36-inch sheet width. 1 4.12 PrimeSource Grip-Rite Eave&Valley Protector is a self-adhering,glass-math 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 SBS 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. 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in 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 Authority Having Jurisdiction 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: TABLE'1: ROOF COVER UPTtONS 1 �. Asphalt Nail-On Foam-On Woad Shakes& Underlayment Shingles Tile Tile Metal Shingles Slate Lastobond TU HT Yes 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 Eaves Protection Sheet/Lastobond 195 Yes No No No Yes Yes Exterior Research and Design,LLC. Evaluation Report S18010.06.09-1110 Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION F1.2569-1112 Soprema,Inc. Revision 10:06/12/2017 j Page 3 of 7 t TR1N1` ERD TOOF COVEONS Asphalt Nail-On Foam-On Wood Shakes& Underlayment Metal Slate Shingles Tile Tile Shingles Lastobond ECO /RESISTO 1_61236,Grip-Rite Eave&Valley Yes No No to Yes Yes Protector/RESISTO LB1244 Lastobond Smooth Seal HT Yes No No Yes Yes Yes Colphene FR GR Yes Yes Yes No Yes Yes 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 ICP Adhesives"Polyset AH-160"(FL6332);Dow Chemical"TileBond'"°Roof Tile Adhesive"(FL717) Colphene FR GR ICP Adhesives"Polyset 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 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. i 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: I Lastobond Shield, Lastobond Pro HT-N, RESISTO SA SMOOTH PLY 40, Lasto, and 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: ➢ 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' hall 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. i Exterior Research and Design,I.I.C. Evaluation Report 518010.06.09-1110 Certificate ofAuthori:ation 119503 FBC NON-HVHZ EVALUATION F1.2569-1112 Soprema,Inc. i Revision 10:06/12/2017 Page 4 of 7 i fx I i � i JTPJN1W ERD 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 Eaves Protection Sheet, Lastobond �95, Lastobond ECO, RESISTO LB1236, Grip-Rite Eave&Valley Protector, RESISTO LB1244, Lastobond Smooth Seal HT or Colphene FR GR applied to: ➢ ASTM D226,Type I or If felt;Sopra-G; Modified Sopra-G. f For installations under mechanically attached prepared roof coverings, base layer shall be attached per i 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 ADDlications:, 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 lim'tations 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 margi'n� of safety per FBC 1504.9 has already been applied). Refer to FRSA/TRI April 2012(04-12)or FBC 1609 fo determination of design wind pressures. ' I 5.6.4.1 Maximum Design Pressure=-45.0 Dsf: 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. I 5.6.4.2 Maximum Design Pressure=-67.5 Dsf: i 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. i 5.6.4.3 Maximum Design Pressure=-150.0 asf: Deck: Min. 15/32-inch APA-rated BCX plywood (may be install Ied 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 P P J / 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. 5.6.4.4 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 4-inch 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 i I I Exterior Research and Design,LLC. Evaluation Report 518010.06.09-1110 Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION I FL2569-1112 Soprema,Inc. Revision 10:06/12/2017 Page 5 of 7 TRIN1TY I ERCP 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. 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. Sjnieep 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 Shield,Lastobond Pro HT-N,RESISTO SA SMOOTH PLY 40, Lastobond Shield HT, Lastobond Pro HT-S, Lastobond Eaves Protection Sheet, Lastobond-195, Lastobond Eco, Lastobond Smooth Seal HT,RESISTO LB1236,Grip-Rite Eave&Valley Protector,RESISTO LB1244 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: i 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 memlbrane 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 i i the overlap area at the top of the sheet at 12-inch D.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 only): 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. Exterior Research and Design,I.I.C. Evaluation Report S18010.06.09-1110 Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION FL2569-R12 Soprema,Inc. Revision 10:06/12/2017 Page 6 of 7 i rTR]NIW Era 6.3.3.1 Lastobond TU HT has met the tile slippage test requirements specified in FI�SA/TRI April 2012 (04-12) up to a 10-tile stack to a maximum roof pitch of 6:12 for flat tiles and 5:12 for lugged tiles. Lugged tiles staged at pitch >5:12 may use alternate staging method (bottom 2-tile stack shall be Inverted,followed by 8 tiles high on slope,as shown below). 3 34 i k ! $9 y 3 Figure 1: Alternate Staging Method Alternatively, at roof slopes greater than these limitations, all tiles shall be loaded onto a nominal 1"x 2" horizontal batten to prevent slippage or damage to the underlayment I 6.3.3.2 Colphene FR GR has met the tile slippage test requirements specified in FRSA/TRI April 2012(04-12)up to a 10-tile stack to a maximum roof pitch of 5:12 for flat tiles and 6:12 for lugged tiles. At roof slopes greater than these limitations, all tiles shall be loaded onto a nominal 1"x 2"horiidntal batten to prevent slippage 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: i Contact the manufacturer or the named QA entity for information on plants coered under Rule 61G20-3 QA requirements. 9. QUALITY ASSURANCE ENTITY: UL, LLC—QUA9625;(314)578-3406; k.chancellor@us.ul.com I -END OF EVALUATION REPORT- i ISI I Exterior Research and Design,I.I.C. Evaluation Report 518010.06.09-1110 Certlfcare ofAuthorimum 119503 FBC NON-HVHZ EVALUATION FL2569-1112 Soprema,Inc. Revision 10:06/12/2017 Page 7 of 7 I G p 3 BCIS Home j Log In User Registration Hot Topics 1 Submit Surcharge Stats&Facts Publications FBC Staff , BCIS Site Map I Links Search Florida $ Product Approval USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL18355-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer TAMKO Building Products, Inc. Address/Phone/Email PO Box 1404 Joplin, MO 64802 (417) 624-6644 Ext 2305 I kerri_eden@tamko.com Authorized Signature Kerri Eden kerri—eden@tamko.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles I Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Zachary R. Priest the Evaluation Report t .Florida License PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 01/07/2019 Validated By Locke Bowden a Validation Checklist- Hardcopy'Received Certificate of Independence FL18355 R2 COI TBP15001.2 FBC 2014 Product Evaluation Report Shinales.ndf i Referenced Standard and Year(of Standard) Standard Year ASTM D 3161 2009 ASTM D 3462 2009 ASTMD D 7158 2008 TAS 100 1995 Equivalence of Product Standards Certified By Sections from the Code I I � � I S Product Approval Method Method 1 Option D Date Submitted 12/16/2015 Date Validated 12/18/2015 Date Pending FBC Approval 12/19/2015 Date Approved 02/10/2016 Date Revised 05/09/2017 l Summary of Products FL# Model,Number or Name Description 18355,1 Glass-Seal, Elite Glass-Seal, ASTM D 3462 asphalt shirjgles and hip and ridge shingles Heritage, Heritage Premium, Heritage Woodgate, Heritage Vintage, Hip and Ridge, and Vintage Hip and Ridge Shingles Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL18355 R2 11 TBP15001,2 FBC 2014 Product Evaluation Approved for use outside HVHZ:Yes Report Shinoles.Ddf Impact Resistant: N/A Verified By: Zachary R-. Priest PE-74021 Design Pressure: N/A Created by Independent Third Party: Yes Other:See evaluation report for limits of use. Evaluation Reports FL18355 R2 AE TBP15001.2 FBC 2014 Product Evaluation Report Shinales.Ddf I Created by Independent Third Party: Yes i 88GIC fdeit 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 a-mail address released in response til 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 thel 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,F.S.,please click hggr ,. Product Approval Accepts: eCtssk I Credit Card Safe &JUIA it I 1 am'Agign wgw I I I i 1 1 l Certificate of Authorization No.28824 CREEK 17520 Edinburgh Dr , Tampa,FL33647 'T'ECHNICAL SERVICES, LLC (813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE V EDITION(2014) Manufacturer: TAMKO BUILDING PRODUCTS Issued December 14, 2015 220 West 4th Street Joplin,MO 64801 (417)624-6644 Manufacturing Plants: Joplin,MO Phillipsburg,KS Frederick,MD Dallas,TX Tuscaloosa,AL Quality Assurance: UL LLC(QUA9625) SCOPE Category: Roofing j Subcategory: Asphalt Shingles Code Sections: 1507.2.5, 1507.2.7.1, 1523.6.5.1 Properties: Physical properties,Wind Resistance,Wind Driven Rain REFERENCES Entity Report No. Standard Year PRI Construction Materials Technologies(TST5878) TAP-043-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-051-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-054-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-114-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-117-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-130-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-131-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-165-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-280-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-303-02-01 TAS 100 i 1995 PRI Construction Materials Technologies(TST5878) TAP-307-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-314-02-01 Rev TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-315-02-01 ASTM D 63811 2008(2013)91 PRI Construction Materials Technologies(TST5878) TAP-317-02-01 TAS 100 1995 UL LLC(TST9628) 02NK9507 ASTM D 3161 2009 UL LLC(TST9628) 04NK24366 ASTM D 3462 2009 UL LLC(TST9628) 05NK28006 ASTM D 6381 2008(2013)e1 UL 2390 ASTM D 7158 2008d UL LLC(TST9628) 06NK03898 ASTM D 3161' 2009 ASTM D 3462 2009 UL LLC(TST9628) 08CA59132 ASTM D 3161 2009 UL LLC(TST9628) 09NK07896 ASTM D 3161' 2009 ASTM D 3462 2009 UL LLC(TST9628) 10CA50498 ASTM D 34621 2009 UL LLC(TST9628) 1OCA64882 ASTM D 3161 2009 UL LLC(TST9628) 11 NK14014 ASTM D 3161] 2009 ASTM'D 3462 2009 UL LLC(TST9628) 12CA24551 ASTM D 316'1 2009 UL LLC(TST9628) 4786110543 ASTM D 6381 2008(2013)e1 UL LLC(TST9628) 4787043752 ASTM D 3161 2009 UL LLC(TST9628) 4787148748 ASTM D 7158 20084 ASTM D 31611 2009 ASTM D 3462 2009 TBP15001.2FL18355-R2 Page 1 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration)for which this report is valid. This evaluation report does not express nor imply warranty,installation, recommended use,or other,product attributes that are not specifically addressed herein. j TAMKO BUILDING PRODUCTS CREEKAsphalt Shingles TECHNICAL SERVICES,LLC PRODUCT DESCRIPTION j Elite Glass-Seal® 12-1/4"x 36", ASTM D'3161, Class F and ASTM D 7158, CII ss H self-sealing, 3-tab (Frederick,Joplin& asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with Tuscaloosa) ceramic granules complying with ASTM D 3462. Glass-Seal 12-1/4"x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab (Frederick& asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with Tuscaloosa) ceramic granules complying with ASTM D 3462. Glass-Seal 12-1/4"x 36", ASTM D 7158, Class H self-sealing, 3-tab asphalt shingle with fiberglass (Joplin) mat coated on both sides with asphalt and surfaced with ceramic granules complying with ASTM D 3462. Shingles shall be used in the non-HVHZ-only . Heritage®' 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D X158, Class H fiberglass (Dallas,Frederick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules Joplin,Phillipsburg& complying with ASTM D 3462. Tuscaloosa) i Heritage®Premium 13-1/4" x.39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass (Dallas,Frederick; reinforced, laminated architectural asphalt shingle surfaced .with mineral granules Phillipsburg& complying with ASTM D 3462. Tuscaloosa) Heritage®Premium 12" x 36.", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, (Frederick) laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritage®Vintage® 17-1/2"x 40",ASTM D 3161, Class F and ASTM D 7158,Class H fiberglass reinforced, (Phillipsburg) laminated architectural asphalt shingle surfaced with mineral;granules complying with ASTM D 3462. Heritage®Woodgate 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass (Dallas&Frederick) reinforced, laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritage®Woodgate 12" x 36-318", ASTM' D 3161, Class F fiberglass reinforced, laminated architectural (Frederick) asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Shingles shall be used in the non-HVHZ only. Hip and Ridge Shingles 12-1/4" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt (Frederick,&Joplin) shingle surfaced with mineral granules complying with ASTM D 3462. i Vintage®Hip and Ridge 12" x 12`', ASTM D 3161, Class F fiberglass reinforced, hip' 'and ridge asphalt shingle (Phillipsburg) surfaced with mineral granules complying with ASTM D 3462. TBP15001.2 FL18355-R2 Page 2 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The mariufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,installation, recommended use,or other.product attributes that are not specifically addressed herein. CREEK TA KO BUILDING PRODUCTS h T j'i Asphalt Shingles TECHNICAL SERVICES,LLC INSTALLATION Elite Glass-Seal® Basic Wind Speed(Vu,t): Max. 194 mph (Frederick,Joplin& Basic Wind Speed(V.,,d): Max. 150 mph Tuscaloosa) Deck(HVHZ): In accordance with FBC requirements; & Solidly sheathed min. 19/32 in. plywood or wood plank for Glass-Seal new construction; Min. 15/32 in. plywood existing (Frederick,Joplin(Non- construction. HVHZ)&Tuscaloosa) Deck(Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction;Min.7/16 in.OSB existing construction. Underlayment: Inaccordancewith FBC requirements. Min.slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 2;1:a 12. Installation (HVHZ): Installed with 5.1/8 inch exposur..e in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using"'6 Nail Pattern" detailed below. Installation (Non-HVHZ): Installed with 5-1/8-inch exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either"4 Nail Pattern"or"6 Nail Pattern"detailed below. NAILS Nailing 6-718" Area .. .-------- ............._....-------------:._----.......:-...._._._...:.._... Butt Edge Figure 1. Elite Glass-Seal&Glass-Seal 4 Nail Pattern (Non-HVHZ only) NAILS Nailing _. ................... -------- ---------------- ...---....-----... --------- 6-7/8�� Area :................................ . 5-118" Butt Edge Figure 2. Elite Glass-Seal&Glass-Seal 6 Nail Pattern I, TBP15001.2 FL18355-R2 I Page 3 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use,or other product attributes that are not specifically addressed herein. r I r GREEK TAMKO BUILDING PRODUCTS TECHNICAL SERVICES, LLC Asphalt Shingles Heritage® Basic Wind Speed(V,dt): Max.194 mph (Dallas,Frederick,Joplin, Basic Wind Speed(Vwd): Max. 150 mph Phillipsburg&Tuscaloosa) Deck(HVHZ): In:accordance with FBC requirements; & Solidly sheathed min. 19/32 in. plywood or wood plank for Heritage®Premium new construction; Min. 15/3'2in. plywood existing (Dallas, Frederick construction. Phillipsburg&Tuscaloosa) Deck(Non-HVHZ): In accordance with FBC require m Its; & Solidly sheathed min. 15/32 in. plywood or wood plank for HeritageO:Woodgate new construction; Min.7/16 in.OSB existing construction. (Dallas&Frederick) Underlayment: In accordance with FBC requirements. Min.slope: 2:12 and in accordance with FBO requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installation(HVHZ): Installed with 5-518 in. exposure din accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using,"6 Nail Pattern" detailed below. Installation (Non-HVHZ): Installed with 5-5/8 in. exposure in accordance with FBC requirements and manufactureris published installation instructions. Shingles shall be attached using either"4 Nail .Pattern"or"6 Nail Pattern"detailed below. FASTENERS NAIL ZON E COMMON BOND 6-118" EXPO RE 6-518" 12-112" 12-318" — — 1 2-1l2'L �—I If Figure 3. Heritage®, Heritage®Premium, and Heritage®Woodgate(Dallas) 4 Nail Pattern (non-HVHZ only) I FASTENERS NAIL ZONE ,COMMON BOND 6-1 EXPOSURE 5-518" 1' h-7-1J2'=►�-7-112"-►�- 7-318"-►} -7-112"-+-7-1/2"-►i Figure 4. Heritage®& Heritage®Premium 6 Nail Pattern T131315001.2 FL18355-R2 Page 4 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation,recommended use,or other product attributes that are riot specifically addressed herein. i TAMKO BUILDING PRODUCTS. CREEK Asphalt Shingles TECHNICAL_SERVICES,.LLC j NAIL,(ZONE/ ASTENERS COMMON BORD ' : f=118" EXP08URE5.5/8„ f 1” �7r1121+7-112! -7-3/8' -7=1/2 Figure 5. Heritage®Woodgate 6 Nail Pattern i ►h"ii"i+ 12=112"-moi Common Bond FASTENERS ' i M *. I� rip U)n y0, . m: 39-3/8" Figure 6. Heritage®, Heritage®Premium,&Heritage®Wood, ate Alternate 6 Nail Pattern PAI NT LINE }=NAI L,ZM E= -1I8" EDGE,OF... COMMON BOND. . EXPOSURE ACCEPTABLE. FASTENER LOCATION DQ.NOT,FASTEN ALONG:EDGE OF - - -. COMM.ONBOND: PREFERRED - .FASTENER: �� LOCATION Figure 7. Heritage®(Tuscaloosa) Expanded Nail Zone Nail patterns from Figures 3,4,and 6 may be placed in the nail zone as,described above TBP15001.2FL18355-R2 I Page 5 of 11 This evaluation report is provided:for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical'Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation,recommended use,or other q oduct attributes that are not specifically addressed herein. f i ,I TAMKO BUILDING PRODUCTS CREEK D EEK Asphalt Shingles TECHNICAL SERVICES,LLC Heritage@ Premium Basic Wind Speed(Vui): Max. 194 mph (Frederick) Basic Wind Speed(V.d): Max. 150 mph Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. Deck(Non-HVHZ): In accordance with FBC require mInts; Solidly sheathed min: 15/32 in. plywood or wood plank for new construction;Min.7/16 in.OSB existing construction. Underlayment: In accordance with FBC requirements. Min.slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application in,, when installing shingles at slopes greater than 21:!12. . Installation(HVHZ): Installed with 5 in.,exposure in accordance with RAS 115 and manufacturer's published Anstallation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installation (Non-HVHZ): Installed with 5 in. exposure ,in accordance with FBC requirements and manufacturers published installation instructions. Shingles shall be attached using either"4 Nail 'Pattern"or"6 Nail Pattern'detailed below. i NAIL ZONE/ FASTENERS ,e�OIVI N BOND 51/2" EXPOSURE 5" 1"--►� �+— 11"— 12" —► -1 i"—►) �.t-1" Figure 8. Heritage®Premium(Frederick) 4 Nail Pattern (non-HVHZ only) NAIL ZONE/ FASTENERS COMMON BOND I 5fI/2" EpoT SURE 5" 7"—►� �--91/z"—�-3'�— 9"---►�-3" 9112" IL-1�� Figure 9. Heritage®.Premium (Frederick) 6 Nail Pattern f TBP15001.2 FL18355-R2 I Page 6 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall'notify CREEK Technical:Services,LLC of any product changes or quality assurance changes throughout the durationl for which this report is valid. This evaluation report,does not express"nor imply warranty, installation,recommended use,or other Product attributes that are not specifically addressed herein. I i i • it I - pEEK TA BUILDING PRODUCTS R Asphalt Shingles TECHNICAL SERVICES,LLC Heritage@ Woodgate Basic Wind Speed(Vut): Max. 194 mph (Frederick) Basic Wind Speed(Vasd): Max.150 mph Deck(Non-HVHZ): In.accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min.7/16 in.OSB existing.construction. Underlayment: Imaccordance with.FBC requirements. Min."slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installation (Non-HVHZ): Installed with 5 in. exposure -irj accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attiched using either"4 Nail Pattem"or"6 Nail Pattern"detaile8 below. NAILIZONE/ FASTENERS COMMON BOND ;qT x-112" EXPOSURE V 1'–'i �– 11" -�►�.._12-318"—�– 11" –I►� 'a,,,i,� Figure 10. Heritage®Woodgate(Frederick) 4 Nail Pattern'(non-HVHZ only) ,i NAIL ZONE/ FASTENERS COMMON BOND "I EXPOSURES" 3 9-1/2"-►�43't►�f-9-318" 3'�►�+4.9.112"-111� �111-1" Figure 11. Heritage@ Woodgate(Frederick) 6 Nair Pattern i 'I �i TBP15001.Z FL18355-R2 I Page 7 of 1.1 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The ma'n'ufacturer shall notify CREEK. Technical Services,LLC of any.product.changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,installation, recommended use,or other,product attributes that are not specifically addressed herein. I i . i CREEK TA KOBUILDINGPRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC Heritage®Vintage® Basic Wind Speed(Vul): Max. 194 mph (Phillipsburg) Basic Wind Speed(V.d): Max. 150 mph Deck(HVHZ): In accordance with FBC requirenpe,nts; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32, in. plywood existing construction. Deck(Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction;Min.7/16 in.OSB existing construction. Underlayment: In accordance with FBC requirements. Min,slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 2;1:12. Installation (HVHZ): Installed with 5 in. exposure in accordance with RAS 115 and manufacturer's published ;installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installation (Non-HVHZ): Installed with 5 in. exposure i,, accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either"5 Nail .Pattern"or"6 Nail Pattern"detailed below. Exposwe 6. Fasteners ft( or 17.12" 5" Exposure .0 Figure 12. Heritage®Vintage® 5 Nail Pattern (non-HVHZ only) i 40 i NR Notch A�nmt � Fixtmen Nei — — — Zane T7-1/2` LF AA s 6groww a Asir Baa--.�.-- srr—•�. —��a- Figure 13. Heritage®Vintage 6 Nail Pattern TBP15001.2 FL18355-132 Page 8 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The marilufacturer shall notify CREEK Technical.Services,LLC of any product changes or quality assurance changes throughout the duratiogfor which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use,or other product attributes that are not specifically addressed herein. i TAMIKO BUILDING PRODUCTS CREEKA Asphalt Shingles TECHNICAL SERVICES, LLC Hip&Ridge Basic Wind Speed(Vat): Max. 194 mph (Frederick&Joplin) Basic Wind Speed(V.d): Max. 150 mph Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. ' Deck(Non-HVHZ): In.accordance with FBC requirements; Solidly sheathed min. 15/32 in, plywood or wood plank for new construction; Min.7/16 in.OSB existing construction. Underlayment: In accordance with FBC requirements. Min.slope: 2:12 and in accordance with FBC requirements. Installation: Installed with 5-1/8 inch exposure in accordance with the FBC and manufacturer's published installation instructions. The direction of the exposed end shall be away from the prevailing wind. Direction of prevailing wind Starrrt 5,-1/8" exposurehe — i i Start Figure 1 here 8-1/8"exposure lip lip Fastener '� Fastener 811 Figure 2 Figure 3 Figure 14. Hip&Ridge(Frederick&Joplin) TBP15001.2 FI-1055-R2 Page 9 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use,or other product attributes that are not specifically addressed herein. i i �� TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC Vintage®Hip&Ridge Basic Wind Speed(Vut): Max. 194 mph (Phillipsburg) Basic Wind Speed(V m): Max. 150 mph Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. Deck(Non-HVHZ): In accordance with FBC requiremeIPts; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction;Min.7/16 in.OSB existing construction. Underlayment: In accordance with FBC requirements. Min.slope: 2:12 and in accordance with FBC requirements. Installation: Installed with 5 inch exposure in accordance with the FBC and manufacturer's published installation instructions. The direction of the exposed end 'shall be away from the prevailing wind. Direction of prevailing wind Start 5" exposure here- i II Start Figure 1 here 5" exposure Fastener Fastener ,,� ' �5-1/2" r `5-1/2" Figure 2 1/4" Figure 3 Figure 15. Vintage®Hip &Ridge (Phillipsburg) i TBP15001.2 FL18355-R2 Page 10 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation,recommended use,or other product attributes that are not specifically addressed herein. CREEKD E E TAMKO BUILDINGAsphalt Shingles TECHNICAL SERVICES,LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads established for components and cladding and in accordance with FBC requirements. 3) The mean roof height shall be restricted to a maximum 33 ft.in the HVHZ. 4) Classification to ASTM D 7158 applies to exposure B&C with a building mean roof height of 33-ft or less. 5) Deck substrates shall be clean, dry, and free from any irregularities and debris.''All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. 6) Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the deck. 7) Installation of the evaluated products shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sou gces, the more restrictive and code compliant detail shall prevail. 8) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61620-3. COMPLIANCE STATEMENT i The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code 5th Edition(2014)as evidenced in the referenced documents submitted'by the named'manufacturer. %�tttttrrrry�� %`, P,?IY R. p �i,� ��..•.••••••..R� 201 15.12.14 No 74021 13:44:19 -. S TATE O F :�1I i O • �✓ ••.A4 P,:��` Zachary R. Priest, P.E. Florida gna ation No.on No. 021 A E96 1 O rurnt CERTIFICATION.OF INDEPENDENCE CREEK Technical Services,LLC does not have,.nor will it acquire,a financial interest in any companymanufacturing or distributing products under this evaluation. i CREEK Technical Services,LLC is not owned,operated,or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E.does not have, nor will acquire,a financial interest in.any company manufacturing or distributing products under this evaluation. f Zachary R.Priest,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the product. i END OF REPORT TBP15001.2FL18355-R2 Page 11 of 11 This evaluation report is.provided'for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical.Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report-does not express nor imply warranty,installation, recommended use,or other product attributes that are not specifically addressed herein. j