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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 2 f ; SCIS Home Log In User Registration Hot Topics I Submit Surcharge i Stats&Facts Publications I Contact Us BCIS Site Map I Links ; search FWda Prod' rt po} USER: RECEUser IVED RECEIVED Product Approval Menu>product or Application Search>Application Ust>Application Detail y q F,•�a FL# FL5444-R14 - SEP 1 0 2019 Application Type Revision Code Version 2017 ST. Lucie County, Permitti ng Application Status Approved Comments Archived ❑ Product Manufacturer CertainTeed Corporation-Roofing Address/Phone/Email 20 Moores Road Malvern,PA 19355 (610)893-5400 mark.d.harner@saint-gobain.com Authorized Signature Mark Harrier IPY mark.d.harner@saint bain.Eb Technical Representative Mark D.Harrier Address/Phone/Email 18 Moores Road Malvern,PA 19355 (610)651-5847 Mark.D.Harner@saint-gobain.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles 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 Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 03/09/2020 Validated By John W.Knezevich,PE © Validation Checklist-Hardcopy Received Certificate of Independence FL5444 R14 COI 2018 01 COI NIEMINEN.odf Referenced Standard and Year(of Standard) Standard Year ASTM D3161 2016 ASTM D3462 2010 ASTM D7158 2011 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtah 1 g07CSso... 8/15/2018 Florida Building Code Online Page 2 of 2 C i Product Approval Method Method 1 Option D Date Submitted 05/30/2018 Date Validated 06/05/2018 Date Pending FBC Approval 06/07/2018 Date Approved 08/15/2018 SummarV of Products FL# Model,Number or Name Description 5444.1 CertainTeed Asphalt Roof Shingles 3-tab,4-tab,strip(no-cut-outs),laminated and architectural asphalt roof shingles Limits of Use Installation Instructions Approved for use in HVHZ:No FL5444 R14 II 2018 05 FINAL ER CERTAINTEED ASPHALT Approved for use outside HVHZ:Yes SHINGLES FL5444-R14.Ddf Impact Resistant:N/A Verified By: Robert Nieminen,PE PE-59166 Design Pressure:N/A Created by Independent Third Party:Yes Other:Refer to ER Section 5 for Limits of Use Evaluation Reports FL5444 R14 AE 2018 05 FINAL ER CERTAINTEED ASPHALT SHINGLES FL5444-1114.Ddf Created by Independent Third Party:Yes Back Next Contact Us::2601 81air Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-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 mall.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,F.S.,please click here. Product Approval Accepts: M ® . Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtah 1 gO7CSso... 8/15/2018 NEMO etc. Certificate of Authorization#32455 353 Christian Street, Unit#13 Oxford,CT 06478 (203) 262-9245 ENGINEER EVALUATE TEST CONSULT CERTIFY REPORTEVALUATION CertainTeed Corporation Evaluation Report 3532.09.05-1115 20 Moores Road FL5444-R14 Malvern, PA 19355 Date of Issuance:09/22/2005 (610)651-5847 Revision 15:05/29/2018 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida.The documentation submitted has been reviewed by Robert Nieminen, P.E.for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 6u'Edition(2017)Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Asphalt Roof Shingles. LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1/R905.2.6.1 CONTINUED COMPLIANCE: This Evaluation Report is valid until the named product(s)changes,the referenced Quality Assurance documentation changes,or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. of any changes to the product(s), the Quality Assurance or the production facility location(s). NEMO I etc. 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 "NEMO l etc. 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 15. Prepared by: got 3-1 Robert J.M.Nieminen,P.E. :�-s;oz -:u The facsimile seal appearing was authorized b Robert Florida Registration No.59166,Florida DCA ANE1983 Pp g y Nieminen,P.E.on 05/29/2018.This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. NEMOIetc. does not have, nor does it intend to acquire, or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. NEMO i etc.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 NEMOIetc. 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. ONEMOletc. ROOFING SYSTEMS EVALUATION: Product Category: Roofing Sub-Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roof Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the 6th Edition (2017) Florida Building Code and 61h Edition (2017) Florida Building Code, Residential Volume 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 Prope Standard Year 1507.2.5,R905.2.4 Physical Properties ASTM D3462 2010 1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D3161 2016 1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D7158 2011 3. REFERENCES: Enti Examination Reference Date UL(TST 1740) ASTM D3161 94NK9632 05/15/1998 UL(TST 1740) ASTM D3161 99NK26506 11/23/1999 UL(TST 1740) ASTM D3161 03CA12702 05/27/2003 UL(TST 1740) ASTM D3161 03CA12702 06/16/2003 UL(TST 1740) ASTM D3161 03NK29847 10/03/2003 UL(TST 1740) ASTM D3161 04CA11329 05/24/2004 UL(TST 1740) ASTM D3161 04CA32986 12/03/2004 UL(TST 1740) ASTM D3161 05NK07049 04/15/2005 UL(TST 1740) ASTM D3161 05NK16778 05/12/2005 UL(TST 1740) ASTM D3161 05CA16778 05/12/2005 UL(TST 1740) ASTM D3161 05NK14836 05/22/2005 UL(TST 1740) ASTM D3161 05NK22800 06/22/2005 UL(TST 1740) ASTM D3462 R684 09/21/2005 UL(TST 1740) ASTM D7158 05NK08037 06/28/2006 UL(TST 1740) ASTM D3161&D3462 09CA28873 07/23/2009 UL(TST 1740) ASTM D3462 10CA41303 10/07/2010 UL(TST 1740) ASTM D3161 10CA41303 10/08/2010 UL(TST 1740) ASTM D7158 10CA41303 10/27/2010 UL(TST 1740) ASTM D3161&D3462 10CA44960 11/11/2010 UL LLC(TST 9628) ASTM D3161,D3462&D7158 13CA32897 11/21/2013 UL LLC(TST 9628) ASTM D3161,D3462 TFWZ.R684 04/22/2014 UL LLC(TST 9628) ASTM D7158 TGAH.R684 04/22/2014 UL LLC-(TST 9628) ASTM D3161&D3462 4786334434 09/16/2014 UL LLC(TST 9628) ASTM D3161&D3462 4786570826 02/12/2015 UL LLC(TST 9628) ASTM D3161 4786821352 02/21/2015 UL LLC(TST 9628) ASTM D3161,D3462&D7158 4786570717 12/16/2015 UL LLC(TST 9628) ASTM D3161&D3462 4787195678 02/09/2016 UL LLC(TST 9628) ASTM D3161,D3462&D7158 4787592174 10/21/2016 UL LLC(TST 9628) ASTM D3161,D3462&D7158 4787380356 10/26/2016 UL LLC(TST 9628) ASTM D3462 4787380357 10/13/2016 UL LLC(TST 9628) ASTM D7158 4787380357 11/08/2016 UL LLC(TST 9628) ASTM D3161 4787380357 11/09/2016 UL LLC(TST 9628) ASTM D3161,D3462&D7158 4787586427 01/25/2017 UL LLC(TST 9628) ASTM D3161&D3462 4788042412 11/15/2017 UL LLC(TST 9628) ASTM D3161,D3462&D7158 4788362767 03/03/2018 UL LLC(QUA 9625) Quality Control Service Confirmation Exp.03/09/2020 NEMO ETC,LLC Evaluation Report 3532.09.05-R15 Certificate of Authorization#32455 6"EDITION(2017)FBC NON-HVHZ EVALUATION FL5444-1114 CertainTeed Asphalt Roof Shingles;(610)651-5847 Revision 15:05/29/2018 Page 2 of 15 ONEMOletc. 4. PRODucr DESCRIPTION: 4.1 Asphalt Shingles: 4.1.1 CT20-,XT'"'2S,XT""30 and XTm 30 IR are fiberglass reinforced,3-tab asphalt roof shingles. 4.1.2 Arcadia""', Belmont®, Belmont® IR, Carriage House Shingle®, Grand Manor Shangle®, Landmark'"', Landmark'"' IR, LandmarkTM' Pro, Landmark'"" Pro Solaris, Landmark'"' Premium, LandmarkTM TL, LandmarkTM Solaris, LandmarkTM Solaris IR and LandmarkTM Solaris Gold/Platinum are fiberglass reinforced,laminated asphalt roof shingles. 4.1.3 NorthGate'""is a fiberglass reinforced,laminated,SBS modified bitumen roof shingle. 4.1.4 Presidential Shake', Presidential Shake'"' IR, Presidential Shake TL'"' and Presidential Solaris"" are fiberglass reinforced,architectural asphalt roof shingles. 4.1.5 Hatteras'"',Highland Slate'""and Highland Slate'"'IR are fiberglass reinforced,4-tab asphalt roof shingles. 4.1.6 Patriot'"' is a fiberglass reinforced asphalt roof strip-shingle (with no cut-outs) providing a laminated appearance through an intermittent shadow line with contrasting blend drops for color definition. 4.2 Hip-&Ridge Shingles: 4.2.1 Presidential Accessory, Accessory for Hatteras, Shangle Ridge'"', Shadow Ridge'°', Cedar CrestTm. Cedar Crest'"' IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip and ridge installation. 4.3 Accessory Starter Strips: 4.3.1 High-Performance Starter is a starter shingle, measuring 10" x 36", comprised of a fiber glass mat base and ceramic- coated mineral granules embedded in asphalt. These starter shingles are designed for use with Grand Manor Shangle®,HatterasTM'and Highland SlateTM'. 4.3.2 Presidential Starter is a starter shingle, measuring 13-1/4" x 40" (overall), comprised of a fiber glass mat base and ceramic-coated mineral granules embedded in asphalt with a reinforcement on its underside (for impact resistance considerations). These starter shingles, applied using two (2) overlapping layers, are designed for use with Presidential Shake'"'and Presidential Shake TL'"'. 4.3.3 Presidential Starter IR is a starter shingle, measuring 13-1/4" x 40" (overall), comprised of a fiber glass mat base and ceramic-coated mineral granules embedded in asphalt. These starter shingles, applied using two (2) overlapping layers,are designed for use with Presidential ShakeTM'IR. 4.3.4 SwiftStart®Starter Shingle is a starter strip for asphalt roof shingles. Its overall size of 15-1/4"x 38-3/4"yields two(2) 7-5/8 x 38-3/4"starter pieces per shingle. 4.3.5 Universal Starter is a starter shingle, measuring 7" x 36" (overall), comprised of a fiber glass mat base and ceramic- coated mineral granules embedded in asphalt. These starter shingles are designed for use with any CertainTeed shingle measuring 12"x 36"having a weather exposure<5". 4.4 Any of the above listed shingles may be produced in AR(algae resistant)versions. 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither NEMOJetc. 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 within FBC HVHZ jurisdictions. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. NEMO ETC,LLC Evaluation Report 3532.09.05-1115 Certificate of Authorization#32455 6"'EDITION(2017)FBC NON-HVHZ EVALUATION F1.5444-1114 CertainTeed Asphalt Roof Shingles;(610)651-5847 Revision 15:05/29/2018 Page 3 of 15 S ; O. NEMOJetc. 5.4 Wind Classification: 5.4.1 All shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161,Class F and/or ASTM D7158,Class H,indicating the shingles are acceptable for us in all wind zones up to Vasd=150 mph(Vast =194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate-Ridge and NorthGate Accessory hip& ridge shingles have been evaluated in accordance with ASTM D3161,Class F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP 1 adhesive or Henkel PL®Polyurethane Roof& Flashing Sealant, applied as specified in manufacturer's application instructions, for use in wind zones up to Vasd=150 mph(Valt=194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.3 High-Performance Starter, Presidential Starter, Presidential Starter IR, SwiftStart® Starter Shingle and Universal Starter have been evaluated in accordance with ASTM D3161,Class F. Refer to Section 6 for installation requirements to meet this wind rating. 5.4.3.1 High-Performance Starter shingles are limited to use with Grand Manor Shangle®, Hatteras'"' and Highland Slate'"' shingles. 5.4.3.2 .Presidential Starter shingles must be applied using two(2)overlapping layers and are limited to use with Presidential ShakeTm and Presidential Shake TLTM'shingles. 5.4.3.3 Presidential Starter IR shingles must be applied using two (2) overlapping layers and are limited to use with Presidential ShakeTM'IR shingles.. 5.4.3.4 Universal Starter shingles are limited to use with CertainTeed shingles measuring 12"x 36"having a weather exposure 5,. 5.4.4 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.4.4.1 Analysis in accordance with ASTM D7158 indicates the measured uplift resistance (RT) for the CertainTeed asphalt Roof shingles listed in Section 4.1.1 through 4.1.6(except Presidential Solaris', Landmark''Pro Solaris and Landmark'' Solaris Gold/Platinum)exceeds the calculated uplift force(FT)at a maximum design wind speed of Vasd=150 mph(Vast = 194 mph)for residential buildings located in Exposure D conditions with no topographical variations(flat terrain) having a mean roof height less than or equal to 60 feet. The shingles are permissible under Code for installation in these conditions using the installation procedures detailed in this Evaluation Report and CertainTeed minimum requirements, subject to minimum codified fastening requirements established within any local jurisdiction, which shall take precedence. 5.5 All products in the roof assembly shall have quality assurance audits in accordance with FAC Rule 61G20-3. NEMO ETC,LLC Evaluation Report 3532.09.05-R35 Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL5444-R14 CertainTeed Asphalt Roof Shingles;(610)651-5847 Revision 15:05/29/2018 Page 4 of 15 ONEMOletc. INSTALLATION:6. 6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2/ R905.2 and the shingle manufacturer's minimum requirements. 6.1.1 Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product Approval,or be Locally Approved per Rule 611320-3,per FBC Sections 1507.2.3,1507.2.4 or R905.2.3. 6.2 Installation of asphalt shingles shall comply with the CertainTeed Corporation current published instructions, using minimum four(4)nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6 and the minimum requirements herein. 6.2.1 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.2.2 Where the roof slope exceeds 21 units vertical in 12 units horizontal,use the"Steep Slope"directions. 6.3 CertainTeed asphalt shingles are acceptable for use in reroof(tear-off)or recover applications,subject to the limitations set forth in FBC Section 1511 or R908 and CertainTeed published installation instructions. 6.4 HIGH-PERFORMANCE STARTER: 6.4.1 Eaves: For the first starter shingle in each roof corner,use five(5)nails as shown below. All other starter shingles require four(4)nails per shingle. Nails must be of sufficient length to penetrate into the deck 3/4"or through the thickness of the decking,whichever is less. Nails are to be 11 or 12 gauge,corrosion-resistant roofing nails with 3/8" heads. Apply the 10"starter shingle with its factory-applied sealant stripes at the shingle's lower-most edge and nail firmly into the roof deck as near as possible*(maximum 3")to the eaves edge while avoiding the sealant.With the starter shingle well fastened to the deck and the sealant low on the starter shingle,it can firmly adhere to the first course shingles. *If nailing within 3"is not possible,nail as closely as possible,then lift and adhere the starter shingle to the underlayment and to the supporting structure with CertainTeed FlintBondW Asphalt Roofing Cement-Caulk Grade, or approved equal. Rakes: Prior to installation of the field shingles,starter shingles may be applied up the slope along the rake edge with sealant edge placed closest to the rake edge. Fasten as indicated below. HIGH-PERFORMANCE STARTER SHINGLES 36" 9" 9.. 1" 1" 10" _F11 3/8"(Max. 3") NEMO ETC,LLC Evaluation Report 3532.09.05-R15 Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL5444-R14 CertainTeed Asphalt Roof Shingles;(610)651-5847 -Revision 15:05/29/2018 Page 5 of 15 ONEMOletc. 6.5 PRESIDENTIAL STARTER AND PRESIDENTIAL STARTER IR:' 6.5.1 General: These shingles shall be applied by using two(2)overlapping layers. Begin application of the bottom/lower layer of starter shingles by cutting and applying a 13-3/4"x 20"piece at the lower left rake/eaves corner overhanging rakes and eaves 1/4"to 3/4". Continue along the eaves with full-size 13-1/4"x 40"starter shingles. Each top/upper starter course shingle shall have its 2"top section removed at the perforations,resulting in 11-1/4"x 40"shingles.The colored granule portion of the"top"starter shingles shall be located nearest the lowermost eave edge. Install the first top/upper starter shingle so that it is flush to the left side and bottom edges of the first bottom/lower starter shingle. This first top/upper starter shingle shall be 11-1/4"x 38". Continue along the eaves with 11-1/4"x 40"top/upper starter shingles ensuring that the lower edges are flush with the lower edges of the bottom/lower layer. Reference the product's wrapper for more specific details. Eaves: Fasten as shown below. Rakes:After applying the starter shingles at the eaves,but prior to installing the field shingles,starter shingles may be applied up the slope at the rake edge.Fasten as shown below. Fastening: Four nails are required per shingle. Nails shall be of sufficient length to penetrate into the deck 3/4"or through the thickness of the decking,whichever is less.Nails are to be 11 or 12 gauge,corrosion-resistant roofing nails with 3/8"heads. Presidential Starter and Presidential IR Starter Shingles r---20• 40, 1st Bottom Starter Full Bottom Starter ta�• 1st T3�Starter 4. 6.6 UNIVERSAL STARTER_: 6.6.1 General: While Universal Starter Strip shingles are specifically designed to be used with shingles 36"length and having a weather exposure of<5",they may be installed beneath shingles of any length if special precautions are taken. IMPORTANT: In all cases the end joints of the starter and the first course shingles shall NEVER BE LESS THAN 3-1/2" apart. Eaves: The sealant on starter courses should face out and lie as close as possible to the eaves edge of the roof. Fasten as described below. Rakes: After applying the starter shingles at the eaves,but prior to installing the field shingles, starter shingles may be applied up the slope at the rake edge with sealant facing out and nearest to the outer roof edge. Fasten as described below. Fastening: Use four nails on these starter shingles as shown below. The sealant on starter courses shall lie as close as possible to the eaves edge of the roof. Nails shall be of sufficient length to penetrate into the deck 3/4"or through the thickness of the decking,whichever is less. Nails are to be 11 or 12 gauge,corrosion-resistant roofing nails with 3/8" heads. UNIVERSAL STARTER SHINGLES 36" 12' 12' 12° Max.3'.................. NEMO ETC,LLC Evaluation Report 3532.09.05-R15 Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL5444-R14 CertainTeed Asphalt Roof Shingles;(610)651-5847 Revision 15:05/29/2018 Page 6 of 15 ONEMOletc. 6.7 SwIFTSTART®STARTERSHINGLE: Fastening: Use four nails, located as shown below 38-3/4'(984 mm) 10 1 1' 25 mm from edge 1' 25 mm from edge—� ( ) 9 ( ) 9 I 7-518• . (194 mm) Max 3' (76 mm) 1 The inner two fasteners must be placed such that they fall at least 3'(76 mm)from the end joints of the shingle in the succeeding course. 6.8 CT20-,XT-25,XT-Im 30,XT--30 I R: LOW AND STANDARD SLOPE STEEP SLOPE ENGLISH 12" 12" 12" Use four nails and six spots of asphalt roofing cement*for every full (305 mm) (305 mm) (305 mm)--i shingle(Figure 11-4).Asphalt roofing cement meeting ASTM D4586 I+1"(25 mm) —Sealant 1"(25 mm) Type fI is suggested. 5 3/s"(145 mm) 1 5 r12"tor Normod ____ __ ____ plant METRIC -- Roofing cemeni ll (25 mm) Sealant 1"(25 mm} Apply 1"(25 mm)spots of asphalt roofing cement under each tab corner. 61/a" Figure 11.4:Usefour nails and six spots ofasphall cement on steep slopes *CAUTION'Excessive use of roofing cement can cause shingles to blister. Figure 113.Use fournatlsfor eueryfull shingle, 6.8.1 Hip&Ridge for CT2OTm,XTTm 25,XT`"'30,XT`'30 IR: Cut Shingles (25 mm},I+ -1 �2"(50 mm) Remove, if MShingle 5°�t °(305�t— — (125 mm) �� sues \)12„ �Cap305 mm Shing ) Figure I1-24:Crit tabs,them trim back to make cap shingles <�5 Zos No"110d Q (English dinnensions shown). Figure 11-25.'Installation of caps along the hips and ridges. 6.8.1.1 For ASTM D3161, Class F performance use BASF "Sonolastic® NP11" adhesive or Henkel "PL® Polyurethane Roof& Flashing Sealant",in accordance with CertainTeed requirements. NEMO ETC,LLC Evaluation Report 3532.09.05-R15 Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL5444-R14 CertainTeed Asphalt Roof Shingles;(610)651-5847 Revision 15:05/29/2018 Page 7 of 15 ONEMOjetc. 6.9 ARCADIAlm: LOW AND STANDARD SLOPE STEEP SLOPE Use 5LY nails for every full shhtgle located as shown below, Else SIX nails and POUR spots of asphalt roofing cement for eery full shingle as shown below:Apply asphalt roofing cement 1"(25 mm) from edge of shingle.Asphalt roofing cement meeting ASTM D 4586 14pe H is suggested. ►-1'(25 mm) 1'(25 mm) Nail Lim Nail Nail Lim —1'(25 mm) 1'(25 mm)--► +— r-L—L—ILI Figure 2:Use six nails for ever,,fill sbingle. Figure 3:Use sir nails rrnd four spiols of asj)balt roofing cenneut on sleep slopes. 6.9.1 Hip&Ridge for Arcadia'': Cedar Crest',Cedar Crest''IR Use two (2), minimum 1%-inch long fasteners per shingle. For the starter shingle, place fastener 1-inch from each side edge and about 2-inch up from the starter shingle's exposed butt edge, ensuring minimum %-inch embedment into the deck, or full penetration through the deck. For each full Cedar Crest shingle, place fasteners 8-5/8-inch up from its exposed butt edge and 1-inch from each side edge. For ASTM D3161,Class F performance use BASF"Sonolastic°NP1 "adhesive or Henkel"PL®Polyurethane Roof& Flashing Sealant",in accordance with CertainTeed requirements,to hand-seal Cedar Crest shingles. Apply NP 1 or PL adhesive from the middle of the shingle's raised overlay on the top piece and extending approximately 4-inch along the sides of the headla,p along a line%to 1-inch from each side of the shingle's headlap. Immediately align and apply the overlying shingle,gently pressing tab sides into the adhesive,and install nails. To secure the other side, apply a 1-inch diameter spot of NP 1 or PL adhesive between the shingle layers. Hand-sealing adhesive 4u 203 m) (305 mrn).�—'� ✓�2,9`�in1' Dab of asphalt gement bet%veen I shingle layers NEMO ETC,LLC Evaluation Report 3532.09.05-R15 Certificate ofAuthorization#32455 6'"EDITION(2017)FBC NON-HVHZ EVALUATION FL5444-R14 CertainTeed Asphalt Roof Shingles;(610)651-5847 Revision 15:05/29/2018 Page 8 of 15 OMEMO etc. 6.10 BELMONT®OR BELMONT®IR: Low and Standard Slope Steep Slope(greater than 21:12): (2:12 to 21:12): Use SEVEN nails and EIGHT spots of Use FIVE nails for every full Belmont shingle, asphalt roofing cement*for every full located as shown below. Belmont shingle.Apply asphalt roofing } cement 1"(25mm)from edge of shingle. t trlanrn)} See below_Asphalt roofing cement meeting I�t'(25rnm) W1'(25r=)-1ASThil D4586 Type 11 is suggested. +� -� 5i6'(76mm) 85re' 1,,7'(39 mm) Lj LjI2t�II mm4 au I� { 1 o Additional roils it reared. } I�1'(25 mmi t"(25 rrrn)—I S,re'dt6 mm) 8 57}7' (,220I mm) I'(25mm) `——Roofing CemenC 6.10.1 Hip&Ridge for Belmont®or Belmont®IR: 6.10.1.1 Option 1: For Belmont®,refer to instructions herein for Cedar Crest'or Cedar Crest'IR hip and ridge shingles. For Belmont® IR,refer to instructions herein for Cedar Crest'm IR hip and ridge shingles. 6.10.1.2 Option 2: For Belmont®: Shangle®Ridge 12• 181 Exposure Remove tape from the right side g'� and fasten SECOND the Fasten Remove left side 85/8 RIGHT This Tape FIRST ! LEFT Figure 17-19.-Installation of Shangle©Ridge sbingles Figure 17-18:Shangle'Ridge. on hips and ridges. 6.10.1.3 For ASTM D3161,Class F performance use BASF"Sonolastic®NP1Tm"adhesive or Henkel"PL®Polyurethane Roof& Flashing Sealant",in accordance with CertainTeed requirements. NEMO ETC,LLC Evaluation Report 3532.09.05-1115 Certificate of Authorization 1132455 CH EDITION(2017)FBC NON-HVHZ EVALUATION FL5444-R14 CertainTeed Asphalt Roof Shingles;(610)651-5847 Revision 15:05/29/2018 Page 9 of 15 ONEMOjetc. 6.11 CARRIAGE HOUSE$HANGLE®AND GRAND MANOR SHANGLE®: LOW AND STEEP SLOPE STANDARD SLOPE Use seven nails and three spots of asphalt roofing cement for every Use five nails for every full Shangle. frill Grand Manor Shangle.Use five nails and 1hree spots of asphalt roofing cement for every full Carriage Clouse Shangle and Centennial Slate.Apply asphalt roofing cement 1" (25 nun)from edge of shingle (Figure 17-5).Asphalt roofing cement meeting ASTM D4586 Type 11 t" -.-1" is suggested. �--(25 mm) I (25 mm) F1 112" 5/8" 04(38nim) (16 mm) (220 mm) 1. or less 1.. (25 mm) (25 mm) Figure 17-4.-Usefire tt.e nails for ereiy frill Grand itfanor Shangle, 5/81' 85/81, Carriage/louse Sbangle,or Centennial Slate. (16 mm)i (2�m) (25 mm) Roofing Cement Figure 17-5.When instalUng Grand ttanor Sbangles on steep slopes, use seven nails and three spots of aspball roofing content. 6.11.1 Hip&Ridge for Carriage House Shangle®and Grand Manor Shangle:Refer to instructions herein for Shangle®Ridge hip and ridge shingles 6.12 LANDMARK*"", LANDMARK"" IR, LANDMARK*"' PRO,,,LANDMARK*"' PRO,SOLARIS, LANDMARkm PREMIUM, LANDMARK'"" SOLARIS, LANDMARK"'SOLARIS IR,LANDMARK7 SOLARIS GOLD/PLATINUM OR NORTHGATE: STEEP 12" 14-3X' 12" SLOPE 1—(305 mm)—j—(375 mirif-i--x(305 mm}--1 NAILING AREAL Nailin rmits �1"(25 mm) behvee�i, ver 1"(25 mm)—.- tytlWG 12' 14314' 12' nal Ines. AREA Ir— (305 mm) (375 mm) � � (305 mm)—1 { linrlspper nal ino 1' 25 mm� t �1'(25 mm) 7 T7 ovrer nail ine ( }/,"al"nq ) t t t t Roofing Cement Nailing areas for steep slopes(greater than 21:12) Naling areas for low and standard slopes(from 2:12 to 21:12) and"Storlm-Nalling" Nal bew-en upper&inner Ves as shown above. Nail between lower 2 nail lines as shown above. NEMO ETC,LLC Evaluation Report 3532.09.05-R15 Certificate of Authorization#32455 6T"EDITION(2617)FBC NON-HVHZ EVALUATION FL5444-R14 CertainTeed Asphalt Roof Shingles;(610)651-5847 Revision 15:05/29/2018 Page 10 of 15 ONEMOjetc. 6.12.1 Hip&Ridae for Landmark'"'.LandmarkTM'IR,LandmarkTM'Pro,Landmark''Pro Solaris,Landmarkm Premium, Landmark'"'Solaris,Landmark'"'Solaris IR,Landmark''Solaris Gold/Platinum or NorthGate: 6.12.1.1 Option 1: Shadow Ridge'"^or NothGate Accessory 12' 97/8" (305mm) (250mm) 6 -1-_6. 415/16'-J.-415/16 (15Omm) (150mm) (125mm) (125mm) Notch for Notch for Centering Centering 12" i 13114" � (305mrn) Notches for Alignment to Notches Notches for Alignment to 5 the Top Edge of the Previous the Top Edge of the Previous 7 /8 Capfor5"(125mm)Exposure (18 mm) I Cap for55/8'(141mm)Exposure (196mm) L English Dimension Metric Dimension Shadow Ridge' Shadow Ridge- 9 27132' (250 mm) 4Z t16�125 mm) 13 1/8" —(333 mm)—r Centering Notch - 6 5/8"-►I�-6 518" ►I _ mm) (168 mm) 13114 — I 1 (337 mm) Align these I Centering notches to top 7 5+8 131/4" Notch edge of (194 mm) (337 mm) Ali n thes 6 previous Worse g 7 518" notches to top (194 mm) edge of I previous course. T NorthGate Ridge NorthGate Accessory 12" (305mm) Laying Notch I II I 5.(125mm) I I Exposure I I III I � I I J ' Figure 13-20.•rise laying notches to center shingles on hips and ridges,and to locate the correct exposure. 6.12.1.2 For ASTM D3161, Class F performance use BASF"Sonolastic® NPlm"adhesive or Henkel "PL® Polyurethane Roof &Flashing Sealant",in accordance with CertainTeed requirements. 6.12.1.3 Option 2: Refer to instructions herein for Cedar Crest',Cedar Crest'IR hip and ridge shingles. NEMO ETC,LLC Evaluation Report 3532.09.05-R15 Certificate of Authorization#32455 6'"EDITION(2017)FBC NON-HVHZ EVALUATION FL5444-1114 CertainTeed Asphalt Roof Shingles;(610)651-5847 Revision 15:05/29/2018 Page 11 of 15 ON EIVIO I etc. 6.13 LANDMARKn"TL: LANDMARK TL LANDMARK TL 131/2 13" 131/2" (343 mm) (330 mm) (343 mm) 131/2 13 131/2' 1—(343 mm)-►—(330 mm)---1-j-.-(343 mm)- l 1--l"(25 mm) 1"(25 mm)-0-4 I I IL-1"(25 mm) 1"(25 mm)-►) 1„moi fes- 1.. (25 mm) ---- (25 mm)x” Rooting Cement Figure 13-4:U.se fora•nails for erre•frr/l sbingle. Figure 13-5.Use six nails and four spots of asphalt roofing cement on steep slopes. 6.13.1 Hip&Ridge for Landmarks TL: Refer to Option 1 or 2 for Landmark'. 6.14 PRESIDENTIAL SHAKE'",PRESIDENTIAL SHAKE7m IR,PRESIDENTIAL SHAKE TUU,PRESIDENTIAL SOLAR19m: LOW AND STANDARD SLOPE: STEEP SLOPE: For low and standard slopes,use five nabs for each full Presidential For steep slopes,use nine nails for each full Presidential shingle and shingle as shown below. apply 1"diameter spots of asphalt roofing cement under each shingle tab. After applying 5 nails in between the nailing guide lines,apply 4 nails 1" Nailing I 40" above tab cutouts malting certain tabs of overlying shingle cover nails. .Guide Lines (1016 mm) 5114' (133 mm) • 0 141/4" 1 112' 38 mm) (362 mm) —r-- y- - - -•- - - - • V NOTE:Apply nails on painted guideline. T Figure 16-6 FasteningPreshienttal and Presidential TL Shake V diameter asphalt roofing cement shingles on low and standard slopes. Figure 16-7.•FasteningPresidentirrl and Presidential TIL Shake shingles on steep slopes. 6.14.1 Hip&Ridge for Presidential Shake',Presidential Shake'"'IR,Presidential Shake TL'"',Presidential Solaris'"": 6.14.1.1 Option 1:Presidential Accessory PRESIDENTIAL ACCESSORY Presidential accessory shingles can be used for covering hips and ridges.Apply shingles up to the ridge (expose no more than 7"from the bottom edge of the"tooth."Fasten each accessory with two fas- teners.The fasteners must be 13/4"long or longer,so they penetrate either 3/4" into the deck or completely through the deck.Presidential accessory comes in two different sizes:Accessory produced in Birmingham,AL is 12"x 12";Portland,OR produces 97/8"x 131/4" accessory. 6.14.1.2 For ASTM D3161,Class F performance use BASF"Sonolastic"NP1`adhesive or Henkel"PL"Polyurethane Roof& Flashing Sealant",in accordance with CertainTeed requirements. 6.14.1.3 Option 2:Refer to instructions herein for Cedar Crest'"',Cedar Crest,IR hip and ridge shingles. NEMO ETC,LLC Evaluation Report 3532.09.05-1115 Certificate ofAuthorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL5444-1114 CertainTeed Asphalt Roof Shingles;(610)651-5847 Revision 15:05/29/2018 Page 12 of 15 r � , NMEMO etc. 6.15 HATTERAsTm: LOW,STANDARD AND STEEP SLOPE: I (230 mm) (230 mm) (230 mm) (230 mm)l (230 mm) I (230 mm) (230 mm) (230 mm)j - r-(25 mm)__ __(251mm)-I 9 318" .[--(25 mm)m_ —_(25 mm)— - t (240 mm) 9318„ Roofing Cement (240 mm) Figure 15-4;raslenig 11aueras 3bingles ou sleep Slopes —]j Por steep slopes,use five nails and clghl spots of asphalt roofing cement for each full Hatteras shingle as shown above.Apply I" Figure 15-3.-14slenhig 11atteras SLingles ort (25mm)diameter spots of roofing cement(ASTM D 4586 7ype If lar ruuf Stantlar(l slopes suggested)under each iab corner.Press shingle into place;do not For low anti standard slopes,use five nails for each fill expose cement. llaltetns shingle as shown above. CAUTION:Too much roofing cement can cause shingles to blister. 6.15.1 Hip&Ridge for HatterasTm: 6.15.1.1 Option 1: Accessory for Hatteras Fasten both sides I 774. Figure 1544:18 three-piece units separate to make 54 Hatteras Accessory shingles. 6.15.1.2 Option 2: Cut Hatteras Shingles 9.. (230 MMI) I I I I 1� Faster` (460 mm} gosh ::` ae`25�m1 -- - ---- - -- 460 mm) Cap Cap Cap Cap Shingle Shingle Shingle Shingle �`ZgOmm� Figure 15-20.•Cut Hatteras shingles to made cover cap. Figure 15-21:1nstallation of caps along hips and ridges. 6.15.1.3 For ASTM D3161,Class F performance use BASF"Sonolastic®NP11"adhesive or Henkel "PL®Polyurethane Roof& Flashing Sealant",in accordance with CertainTeed requirements. NEMO ETC,LLC Evaluation Report 3532.09.05-R15 Certificate ofAuthorizotion 1132455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL5444-R34 CertainTeed Asphalt Roof Shingles;(610)651-5847 Revision 15:05/29/2018 Page 13 of 15 NEMO etc. 6.16 HIGHLAND SLATE"",HIGHLAND SLATE""IR: LOW AND STANDARD SLOPE: STEEP SLOPE: Use FIVE nails and EIGHT spots of asphalt rooting cement"for each full Highland Slate shingle.For Miami-Dade SLY nails are required, 30 mm) (?30 mm) (230 mm) (730 mmmJ � � r Q Apply 1'diameter spots of asphalt roofing cement under each tab corner.Asphalt roofing cement meeting ASTM D4586 Type H is suggested. � 7 eCewneM .2 -) ;&3/a• (240 mm) (25Miami-Dada requires SIX nails(hvo nails 1'(25 mm) h9iarn Daae reg rag installed over CentelCAoul as ahovmi Aignre 11-3:Use FIVE nails for every Higbtand Slate sbingle, Figure 11-3d:Use HIT nails and et.-lit spots ofaspball roofing cernent under each tab corner. 'CAUTION:Excessive use of roofing cement can cause shingles to blister. 6.16.1 Hip&Ridge for Highland SlateTM,Highland Slate'"'IR: Refer to instructions herein for Cedar Crest',Cedar Crest, IR or Shangle RidgeTM'hip and ridge shingles. 6.17 PATRIOT'": LOW AND STANDARD SLOPE STEEP SLOPE Use TOUR nails for every full shingle located as shown below. Use FOUR nails and four spots of asph.dt roofing cement for every full shingle as shown below Asphalt roofing cement meeting ASPM D4586 1�1)e 11 is suggested.Apply 1"(25 nun)spot~of asphalt roofing Sealant cement as shown. { L"I f __ CAUTION:Excessive use of roofing cement can awse shingles to blister. t'(25 mmr► (156 mm} 13.181' 13-IN 1s1rs' �{ ± —— —————-— (333mm) (333 mm) (3331rm) +r(13 mm) r{25 nni 6-7(8' (156nxn)I J � 0 T Roofing Cement I--12-118 —l-- 1r1@ --I-- 12-liT -I MrM.1) (3sim.m) (a -) 6.17.1 Hip & Ridge for PatriotTM': Refer to instructions herein for Cedar Crest', Cedar Crest'' IR, Shadow RidgeTM', NorthGate or Shangle Ridge'"'hip and ridge shingles. NEMO ETC,LLC Evaluation Report 3532.09.05-R15 Certificate of Authorization#32455 6'"EDITION(2017)FBC NON-HVHZ EVALUATION FL5444-R14 CertainTeed Asphalt Roof Shingles;(610)651-5847 Revision 15:05/29/2018 Page 14 of 15 s OMEMO I etc. 7. LABELING: 7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1 /R905.2.6.1. BUILDING8. • As required by the Building Official or Authority Having Jurisdiction to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA requirements. QUALITY10. UL LLC—QUA9625;(414)248-6409;karen.buchmann@us.ul.com -END OF EVALUATION REPORT- NEMO ETC,LLC Evaluation Report 3532.09.05-R15 Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL5444-R14 CertainTeed Asphalt Roof Shingles;(610)651-5847 Revision 15:05/29/2018 Page 15 of 15 .10/15/2018 Florida Building Code Online ro N ia"�C°.'i11�°•'ca�4'u"�i''i.� �������� � `•�l �i ��''jj������,.!��rer���,�����pp `.•-.sem. Lfl iiil�i °-- ' BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications I Contact Us I BCIS Site Map I Links I Search I Florida r n' ' I Product Approval aoUSER:Public User RECEIVED. Product Approval Menu>Product or Application Search>Application List>Application Detail RC L cT1V ED DC P a itis FL# FL5259-R28 Application Type Revision SEP 10 2019 Code Version 2017 Application Status Approved ST. Lucie County, Permitting Comments Archived Product Manufacturer POLYGLASS USA Address/Phone/Email 1111 W.Newport Center Drive Deerfield Beach,FL 33442 (954)233-1330 Ext 242 malpert@polyglass.com Authorized Signature Maury Alpert AV fNpy malpert@polyglas�cmn Technical Representative Maury Alpert Address/Phone/Email 1111 W.Newport Center Drive Deerfield Beach,FL 33442 (912)429-8610 MAIpert@polyglass.com Quality Assurance Representative Ariel Lender Address/Phone/Email 1111 W.Newport Center Drive Deerfield Beach,FL 33442 (954)233-1230 ALender@polyglass.com Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Li Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 09/13/2021 Validated By John W.Knezevich,PE �1 Validation Checklist-Hardcopy Received Certificate of Independence FL5259 R28 COI 2018 01 COI NIEMINEN.Rdf Referenced Standard and Year(of Standard) Standard Year ASTM D1970 2015 ASTM D226 2009 ASTM D4798 2011 ASTM D6164 2011 ASTM D6222 2011 FM 4474 2011 FRSA/TRI April 2012 2012 https://www.floridabuilding.org/pr/pr app_otl.aspx?param=wGEVXQwtDgvbSgAaZp3Crk2vSp/o2fegOlipJYmiSimlPV6uypRuxszPog`/o3d%3d 1/2 110/15/2018 Florida Building Code Online UL 1897 2012 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 01/24/2018 Date Validated 01/29/2018 Date Pending FBC Approval 01/30/2018 Date Approved 04/10/2018 Summary of Products FL# Model,Number or Name Description 5259.1 Polyglass Roof Roofing underlayments Underlayments Limits of Use Installation Instructions Approved for use in HVHZ:No FL5259 R28 II 2018 01 FINAL ER POLYGLASS UNDERLAYMENTS FL5259- Approved for use outside HVHZ:Yes R28.pdf Impact Resistant:N/A Verified By: Robert Nieminen PE-59166 Design Pressure: +N/A/-622.5 Created by Independent Third Party:Yes Other: 1.)The design pressure in this Evaluation Reports application relates to one particular FL5259 R28 AE 2018 01 FINAL ER POLYGLASS UNDERLAYMENTS FL5259- underlayment system(over concrete deck)for R28.pdf use under foam-on tile systems(where the Created by Independent Third Party:Yes underlayment forms part of the load-path). Refer to ER Section 5.6.4 for other systems, other deck types and associated maximum design pressures.2.)Refer to ER Section 5 for other limits of use. Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy emenj::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 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,F.S.,please click here. Product Approval Accepts: ® [Check Credit Card Safe https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvbSgAaZp3Crk2vS%2fegOlipJYmiSimlPV6uypRuXszPog%3d%3d 2/2 NEMO I etc. Certificate of Authorization#32455 353 Christian Street, Unit#13 Oxford, CT 06478 (203) 262-9245 ENGINEER EVALUATE TEST CONSULT CERTIFY EVALUATION REPORT Polyglass USA, Inc. Evaluation Report P12060.02.09-R24 1111 West Newport Center Drive FL5259-R28 Deerfield Beach, FL 33442 Date of Issuance:02/24/2009 (954)233-1230 Revision 24:01/24/2018 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 6th Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: Polyglass 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. of any changes to the product(s), the Quality Assurance or the production facility location(s). NEIVIOIetc. 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 "NEMOletc. 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 14. Prepared by: Robert J.M.Nieminen,P.E. s: 4° r�= ..: r The facsimile seal appearing was authorized by Robert Nieminen, Florida Registration No.59166,Florida DCA ANE1983 P.E.on 01/24/2018. This does not serve as an electronically r:F,,saotva�ti..x: v ++�,•���� signed document. CERTIFICATION OF INDEPENDENCE: 1. NEMOIetc. does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. NEMO I etc.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 MEMO I etc. 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. ONEMOletc. ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Underlayment Compliance Statement: Roof Underlayments, as produced by Polyglass USA, Inc., have demonstrated compliance with the following sections of the 6th Edition (2017) Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations/Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1504.3.1 Wind Uplift FM 4474 2011 1504.3.1 Wind Uplift UL 1897 2012 1507.2.3/1507.1.1 Physical Properties ASTM D226 2009 1507.2.4/1507.1.1,1507.2.9.2 Physical Properties ASTM D1970 2015 1507.3.3 Physical Properties FRSA/TRI April 2012 2012 1507.11.2 Physical Properties ASTM D6164 2011 1507.11.2 Physical Properties ASTM D6222 2011 TAS 110 Accelerated Weathering ASTM D4798 2011 3. REFERENCES: kniitf Examination Reference Date FM Approvals(TST 1867) Wind Uplift 3004091 01/12/2000 PRI(TST 5878) Physical Properties PRIO1111 04/08/2002 PRI(TST 5878) Physical Properties PUSA-005-02-01 01/31/2002 PRI(TST 5878) Physical Properties PUSA-013-02-01 12/23/2002 PRI(TST 5878) Physical Properties PUSA-013-02-02 12/23/2002 PRI(TST 5878) Physical Properties PUSA-013-02-03 12/23/2002 PRI(TST 5878) Physical Properties PUSA-018-02-01 07/14/2003 PRI(TST 5878) Physical Properties PUSA-028-02-01 07/13/2005 PRI(TST 5878) Physical Properties PUSA-033-02-01 01/12/2006 PRI(TST 5878) Physical Properties PUSA-035-02-01 09/29/2006 PRI(TST 5878) Physical Properties PUSA-055-02-02 12/10/2007 PRI(TST 5878) Physical Properties PUSA-061-02-02 01/28/2008 PRI(TST 5878) Physical Properties PUSA-076-02-01 02/22/2008 PRI(TST 5878) Physical Properties PUSA-083-02-01 04/14/2008 PRI(TST 5878) Physical Properties PUSA-088-02-01 07/29/2009 MTI(TST 2508) Physical Properties JX20H7A 04/01/2008 MTI(TST 2508) Physical Properties RX14E8A 01/29/2009 ERD(TST 6049) Physical Properties 11752.09.99-1 02/08/2000 ERD(TST 6049) Wind Uplift 11757.08.01-1 08/13/2001 ERD(TST 6049) Wind Uplift 11776.06.02 01/16/2003 ERD(TST 6049) Physical Properties 02200.07.03 07/14/2003 ERD(TST 6049) Wind Uplift P1740.01.07 01/04/2007 ERD(TST 6049) Physical Properties P5110.04.07-1 04/11/2007 ERD(TST 6049) Wind Uplift P9260.03.08 03/21/2008 ERD(TST 6049) Physical Properties P13450.08.09 08/13/2009 ERD(TST 6049) Wind Uplift P30540.11.09-R1 11/30/2009 ERD(TST 6049) Physical Properties P11030.11.09-1 11/30/2009 ERD(TST 6049) Wind Uplift P11030.11.09-2 11/30/2009 ERD(TST 6049) Physical Properties P11030.11.09-3 11/30/2009 ERD(TST 6049) Physical Properties P33360.06.10 06/25/2010 ERD(TST 6049) Physical Properties P33370.03.11 03/02/2011 ERD(TST 6049) Physical Properties P33370.04.11 04/26/2011 ERD(TST 6049) Physical Properties P37300.10.11 10/19/2011 NEMO ETC,LLC. Evaluation Report P12060.02.09-R24 Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-1128 Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018 Page 2 of 14 ONEMOjetc. Enti Examination Reference Date ERD(TST 6049) Physical Properties P40390.08.12-1 08/06/2012 ERD(TST 6049) Physical Properties P40390.08.12-2 08/07/2012 ERD(TST 6049) Physical Properties C41420.09.12-3 09/11/2012 ERD(TST 6049) Wind Uplift P39680.03.13 03/04/2013 ERD(TST 6049) Physical Properties P45370.04.13 04/26/2013 ERD(TST 6049) Wind Uplift P1738.02.07-R2 04/29/2013 ERD(TST 6049) Wind Uplift 11757.04.01-1-R1 04/30/2013 ERD(TST 6049) Wind Uplift P41630.08.13 08/06/2013 ERD(TST 6049) Wind Uplift P11751.05.03-R1 11/26/2013 ERD(TST 6049) Wind Uplift P11781.11.03-R1 11/26/2013 ERD(TST 6049) Physical Properties P45270.05.14 05/12/2014 ERD(TST 6049) Physical Properties 6020.07.14-1 09/08/2014 ERD(TST 6049) Physical Properties 6020.09.14-2 09/08/2014 ERD(TST 6049) Physical Properties 6020.09.14-3 09/08/2014 ERD(TST 6049) Physical Properties 6020.09.14-4 09/08/2014 ERD(TST 6049) Physical Properties 6020.09.14-5 09/08/2014 ERD(TST 6049) Physical Properties 6020.09.14-6 09/08/2014 ERD(TST 6049) Physical Properties P46520.10.14 10/03/2014 ERD(TST 6049) Physical Properties P43290.10.14 10/17/2014 ERD(TST 6049) Physical Properties PLYG-SC7550.03.15 03/24/2015 ERD(TST 6049) Physical Properties P40390.04.15 04/03/2015 ERD(TST 6049) Physical Properties P44360.10.14-R1 05/18/2015 ERD(TST 6049) Physical Properties PLYG-SC8080.05.15-1 05/20/2015 ERD(TST 6049) Wind Uplift PLYG-SC8905.05.16-1 05/17/2016 ERD(TST 6049) Physical Properties PLYG-SC8080.07.16 07/16/2016 ERD(TST 6049) Wind Uplift PLYG-SC12025.10.16 10/12/2016 ERD(TST 6049) Physical Properties PLYG-SC13040.12.16 12/27/2016 ERD(TST 6049) Physical Properties PLYG-SC11900.03.17 03/10/2017 ERD(TST 6049) Physical Properties PLYG-SC12115.08.17 08/08/2017 ICC-ES(EVL 2396) IBC Compliance ESR-1697 11/01/2014 Miami-Dade(CER 1592) HVHZ Compliance NOA 14-0717.08 01/22/2015 Polyglass USA Manufacturing Affidavit Products Current 02/18/2009 Polyglass USA P/L Affidavit Mule-Hide Cross Ltg 03/01/2008 Polyglass USA Materials Affidavit Polystick SA Compound 08/18/2011 UL,LLC.(QUA9625) Quality Control Service Confirmation Exp.10/05/2018 4. PRODUCT DESCRIPTION: 4.1 Mechanically Fastened Underlayments: 4.1.1 Elastobase is a fiberglass reinforced,SBS modified bitumen base sheet. 4.1.2 Elastobase P is a polyester-reinforced,SBS modified bitumen base sheet. 4.1.3 Polyglass G2 Base is a fiberglass-reinforced,asphaltic base sheet. 4.1.4 Polyglass APP Base is a fiberglass-reinforced,APP modified bitumen base sheet. 4.2 Self-Adhering Underlayments: 4.2.1 Polystick MTS or Polystick MTS PLUS is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced,surfaced with polyolefinic film surface;meets FRSA/TRI April 2012. 4.2.2 i ONEMO I etc. 4.2.4 Polystick TU P is a nominal 130-mil thick rubberized asphalt waterproofing membrane, glass-fiber/polyester reinforced,with a granular surface;meets FRSA/TRI April 2012. 4.2.5 Polystick TU Max is a nominal 60-mil thick rubberized asphalt waterproofing membrane with a 190 g/m2 polyester fabric surface; meets ASTM D1970 and FRSA/TRI April 2012. 4.2.6 Polyflex SAP, Polyflex SAP FR, Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet (FR) are polyester reinforced,APP modified bitumen cap sheets;meet FRSA/TRI April 2012. 4.2.7 Polystick Dual Pro' is a nominal 60-mil thick dual-layer rubberized asphalt waterproofing membrane, fiberglass reinforced,with a polyester fabric surface; meets ASTM D1970. 4.2.8 Polystick Tile PrOTM is a nominal 60-mil thick dual-layer rubberized asphalt waterproofing membrane, fiberglass reinforced,with a polyester fabric surface;meets ASTM D1970 and FRSA/TRI April 2012. 4.2.9 Polystick MU-X is a nominal 54-mil thick dual-layer rubberized asphalt waterproofing membrane, fiberglass reinforced, with a polypropylene film surface; meets AC188 and physical requirements of ASTM D1970(See Section 5.8). 4.3 Mechanically Fastened and/or Bonded Underlayments: 4.3.1 Elastoflex G TU is a polyester reinforced, modified bitumen tile underlayment composed'of a sand-surfaced SBS modified bitumen back-side and granule-surfaced APP modified bitumen top-side. Elastoflex G TU is for use as an alternate to "Mineral Surface Roll Roofing" (ASTM D6380, Class M) in the "Single Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems or Hot Asphalt applied "Cap Sheet" in the "Two Ply System"from FRSA/TRI April 2012(04-12)beneath mechanically fastened or adhered tile roof systems. 4.3.2 Elastoflex S6 G and Elastoflex S6 G FR are polyester reinforced,SBS modified bitumen cap sheets; meet ASTM D6164. Elastoflex S6 G and Elastoflex 56 G FR are for use as an alternate to "Mineral Surface Roll Roofing" (ASTM D6380, Class M)in the"Single Ply System"from FRSA/TRI April 2012(04-12)beneath mechanically fastened tile roof systems. Elastoflex S6 G is for use as an alternate to Hot Asphalt applied "Cap Sheet" in the"Two Ply System"from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or adhered tile roof systems. Elastoflex S6 G FR is for use as an alternate to Hot Asphalt applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems. 4.3.3 Polyflex G and Polyflex G FR are polyester reinforced, APP modified bitumen cap sheets; meet ASTM D6222. Polyflex G is for use as an alternate to Heat Applied "Cap Sheet" in the "Two Ply System"from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or adhered tile roof systems. Polyflex G FR is for use as an alternate to Heat Applied "Cap Sheet" in the 'Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither NEMOIetc. 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 Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Polyglass 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. NEMO ETC,I.I.C. Evaluation Report P12060.02.09-R24 Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION F1.5259-1128 Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018 Page 4 of 14 ONEMO etc. 5.5 Allowable Roof Covers: TABLE 1:=ROOF-COVER OPTIONS- Underlayment Asphalt Shingles Nail-On Tile Foam-On Tile Metal wood Shakes Slate &Shingles Elastobase Yes Yes Yes Yes Yes Yes (Base Sheet in 2-ply system) (Base Sheet in 2-ply system) Elastobase P Yes Yes Yes Yes Yes Yes (Base Sheet in 2-ply system) (Base Sheet in 2-ply system) Polyglass G2 Base No Yes Yes No No No (Base Sheet in 2-ply system) (Base Sheet In 2-ply system) Yes Yes Polyglass APP Base No No No No (Base Sheet in 2-ply system) (Base Sheet in 2=ply system) Polystick MTS or MTS PLUS Yes Yes No Yes Yes Yes Polystick IR-Xe1 Yes No No No Yes Yes Polystick TUP No Yes Yes (See 5.5.1) No No No Polystick TU Plus Yes Yes Yes (See 5.5.1) Yes Yes Yes Polystick TU Max No Yes Yes (See 5.5.1) Yes No No Polystick Dual Pro Yes No No Yes Yes Yes Polystick Tile Pro Yes Yes Yes (See 5.5.1) Yes Yes Yes Polystick MU-X Yes No No Yes Yes Yes Elastoflex S6 G Yes Yes Yes (See 5.5.1) No Yes Yes Elastoflex S6 G FR Yes Yes No No Yes Yes Elastoflex G TU Yes Yes Yes (See 5.5.1) No Yes Yes Polyflex G Yes Yes Yes (See 5.5.1) No Yes Yes PolyflexG FR Yes Yes No No Yes Yes Polyflex SAP or SAP FR Yes Yes Yes (See 5.5.1) No Yes Yes Mule-Hide SA-APP Cap Sheet Yes Yes Yes (See 5.5.1) No Yes Yes or SA-APP Cap Sheet(FR) 5.5.1 "Foam-On Tile"is limited to use of the following Approved tile adhesives/underlayment combinations. TABLE 1A:ALLOWABLE TILE ADHESIVE/UNDERLAYMENT COMBINATIONS) Adhesive Florida Product Underlayments Approval DAP Foam Touch'n Seal Storm Bond Roof FL14506 Polystick TU Plus,Polystick TU Max Tile Adhesive Dow TileBondTM FL22525 Polystick TU P,Polystick TU Plus,Polyflex SAP or Tile Pro Polystick TU P,Polystick TU Plus,Polystick TU Max,Polystick Tile Pro, ICP Adhesives Polyset'AH-160 Fl-63212 Elastoflex G TU,Elastoflex S6 G,Polyflex G,Polyflex SAP,Polyflex SA Cap FR, Mule-Hide SA-APP Cap Sheet or Mule-Hide SA-APP Cap Sheet(FR) Polystick TU P,Polystick TU Plus,Polystick TU Max,Polystick Tile Pro, ICP Adhesives Polyset®RTA-1 FL6276 Elastoflex G TU,Elastoflex S6 Gi Polyflex G,Polyflex SAP,Polyflex SA Cap FR, Mule-Hide SA-APP Cap Sheet or Mule-Hide SA-APP Cap Sheet(FR) 1 Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. NEMO ETC,U.C. Evaluation Report P12060.02.09-R24 Certificate of Authorization#32455 67 EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R28 Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018 Page 5 of 14 ONEMOletc. 5.6 Allowable Substrates: 5.6.1 Direct-Bond'to Deck: Polystick(all variations), Dual Pro,Tile Pro, Polyflex SAP or SAP FR, Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR)self-adhered to: ➢ New untreated plywood;ASTM D41 primed new untreated plywood; Existing plywood;ASTM D41 primed existing plywood; New or existing, unprimed OSB; ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41 primed Southern Yellow Pine; ASTM D41 primed structural concrete; Huber Engineered Woods "ZIP System" Panels (designed and installed to meet wind loads for project). Note:Polyglass does not require priming of new or existing plywood or OSB sheathing. New or existing plywood or OSB sheathing should be cleaned of all dirt and debris prior to application of Polystick membranes. Elastoflex G TU,Elastoflex S6 G or Elastoflex S6 G FR in hot asphalt to: ➢ ASTM D41 primed structural concrete. Polyflex G or Polyflex G FR torch-applied to:. ➢ ASTM D41 primed structural concrete. 5.6.2 Bond-to-Insulation: Polystick(all variations), Polyflex SAP or SAP FR, Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet(FR)self-adhered to: ➢ ASTM C1289, Type II, Class 1 polyisocyan u rate or Type V polyisocyanurate-composite insulation; Dens Deck DuraGuard;Dens Deck Prime;or SECUROCK Gypsum-Fiber Roof Board. Elastoflex G TU,Elastoflex S6 G or Elastoflex S6 G FR in hot asphalt to: ➢ Dens Deck Prime or SECUROCK Gypsum-Fiber Roof Board. Polyflex G or Polyflex G FR torch-applied to: ➢ ASTM D41 primed structural concrete;Dens Deck Prime or 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, insulation attachment shall be designed by a qualified design professional and installed based on testing of the insulation/underlayment system in accordance with FBC Section 1504.3.1: 5.6.3 Bond to Mechanically Attached Base Laver: Polystick(all variations), Polyflex SAP.or SAP FR, Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet(FR) Dual Pro or Tile Pro self-adhered to: ➢ ASTM D226,Type I or II felt;Elastobase;Elastobase P or Mule-Hide Nail Base. Elastoflex G TU,Elastoflex S6 G or Elastoflex S6 G FR in hot asphalt to: ➢ ASTM D226,Type I or II felt;Elastobase; Elastobase P,Mule-Hide Nail Base or Polyglass G2 Base. Polyflex G or Polyflex G FR torch-applied to: ➢ Elastobase; Elastobase P, Mule-Hide Nail Base,Polyglass G2 Base or Polyglass APP Base. For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. For installations under foam-on tile systems, base layer shall be attached per minimum requirements of FRSA/TRI April 2012(04-12),Appendix A,Table 1, or as listed in Section 5.6.4 herein, or as tested in accordance with FBC Section 1504.3.1. NEMO ETC,I.L.C. Evaluation Report P12060.02.09-R24 Certificate ofAuthorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R28 Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018 Page 6 of 14 NNEMOletc. 5.6.4 Wind Resistance for Underlayment Systems in Foam-On Tile Applications: FRSA/TRI April 2012 (04-12) does not address wind uplift resistance of all underlayment systems beneath foam-on the systems, where the underlayment forms part of the load-path. The following wind uplift limitations apply to underlayment systems that are not addressed in FRSA/TRI April 2012(04-12)and are used in foam-on tile applications. Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2(the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FRSA/TRI April 2012(04- 12),Appendix A,Table 1A or FBC 1609 for determination of design wind loads. #1 Maximum Design Pressure=-90 DO: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: None Base Ply: (Optional)Polystick MTS or Polystick MTS PLUS,self-adhered. Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered. #2 Maximum Design Pressure=-97.5 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: PG100 or ASTM D41 Base Ply: (Optional)Polystick MTS or Polystick MTS PLUS,self-adhered. Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered and back-nailed within the selvedge-edge side laps using 12 ga.x 1'/<"ring shank nails through 32 ga.,1-5/8"diameter tin caps spaced 12-inch o.c. #3 Maximum Design Pressure=-105 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: WB-3000 Base Ply: (Optional)Polystick MTS or Polystick MTS PLUS,self-adhered. Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered and back-nailed within the selvedge-edge side laps using 12 ga.x 1Y4"ring shank nails through 32 ga.,1-5/8"diameter tin caps spaced 12-inch o.c. #4 Maximum Design Pressure=-135 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: (Optional)PG100 or ASTM D41 Base Ply: (Optional)Polystick MTS or Polystick MTS PLUS,self-adhered. Joints: Min.4-inch wide strips of Elastoflex SA-V over all plywood joints. Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered. #5 Maximum Design Pressure=-315 psf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: PG100 or ASTM D41 Base Ply: (Optional)Polystick MTS or Polystick MTS PLUS,self-adhered. Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max,Tile Pro, Polyflex SAP, Polyflex SAP FR, Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered. #6 Maximum Design Pressure=-622.5 psf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: PG100orASTM D41 Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. #7 Maximum Design Pressure=-30.0 psf*: Deck: Min.15/32-inch OSB to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface) Fasteners: 11 ga.x 1.25-inch long x 1-inch head diameter round metal cap nails Spacing: 6-inch o.c.at the 3-inch wide side laps and 6-inch o.c.at two(2)equally spaced staggered center rows. Base Ply: (Optional)Polystick MTS or Polystick MTS PLUS,self-adhered. Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered. NEW ETC,U.C. Evaluation Report P12060.02.09-R24 Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-RZB Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018 Page 7 of 14 ONEMOletc. #8 Maximum Design Pressure=-37.5 psf*: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface) Fasteners: 11 ga.x 1.25-inch long x 1-inch head diameter round metal cap nails Spacing: 6-inch o.c.at the 3-inch wide side laps and 6-inch o.c.at two(2)equally spaced staggered center rows. Base Ply: (Optional)Polystick MTS or Polystick MTS PLUS,self-adhered. Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered. #9 Maximum Design Pressure=-37.5 osf*: Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: One(1)or two(2)layers ASTM D226,Type II felt Fasteners: 11 ga.x 1.25-inch long x 1-inch head diameter round metal cap nails Spacing: 6-inch o.c.at the 3-inch wide side laps and 12-inch o.c.at two(2)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt. #10 Maximum Design Pressure=-45 psf*: Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: One(1)layer ASTM D226,Type II felt Fasteners: 11 ga.x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 4-inch o.c.at the 2-inch wide side laps and 4-inch o.c.at two(2)equally spaced staggered center rows. Base Ply: (Optional;for use with self-adhering underlayment only)Polystick MTS or Polystick MTS PLUS,self-adhered. Underlayment:Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered or Elastoflex G TU,applied in full mopping of hot asphalt. #11 Maximum Design Pressure=-45 psf*: Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Two(2)layers ASTM D226,Type II felt Fasteners: • 11 ga.x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 9-inch o.c.at the 2-inch wide side laps and 9-inch o.c.at two(2)equally spaced staggered center rows. Base Ply: (Optional;for use with self-adhering underlayment only)Polystick MTS or Polystick MTS PLUS,self-adhered. Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered or Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt. #12 Maximum Design Pressure=-45 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: Simplex MAXX Cap Fasteners Spacing: 9-inch o.c.at the 2-inch wide side laps and 18-inch o.c.at two(2)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. #13 Maximum Design Pressure=-52.5 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: Simplex MAXX Cap Fasteners Spacing: 9-inch o.c.at the 2-inch wide side laps and 12-inch o.c.at two(2)equally spaced staggered center rows. Underlayment:Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. #14 Maximum Design Pressure=-52.5 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface) Fasteners: Simplex Original Cap Nails Spacing: 6-inch o.c.at the 3-inch wide side laps and 6-inch o.c.at four(4)equally spaced staggered center rows. Base Ply: (Optional)Polystick MTS or Polystick MTS PLUS,self-adhered. Underlayment:Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered. NEMO ETC,I.I.C. Evaluation Report P12060.02.09-1124 Certificate of Authorization#32455 6T"EDITION-(2017)FBC NON-HVHZ EVALUATION FL5259-1128 Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018 Page 8 of 14 ONEMOletc. #15 Maximum Design Pressure=-52.5 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: Simplex Original Cap Nails Spacing: 6-inch o.c.at the 3-inch wide side laps and 6-inch o.c.at four(4)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. #16 Maximum Design Pressure=-60 psf: Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: 11 ga.x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 8-inch o.c.at the 4-inch wide side laps and 8-inch o.c.at three(3)equally spaced staggered center rows. Underlayment:Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. #17 Maximum Design Pressure=-60 psf: Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: • Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: OMG#12 Standard Roofgrip with OMG Flat Bottom Metal Plates Spacing: 12-inch o.c.at the 4-inch wide side laps and 12-inch o.c.at two(2)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. #18 Maximum Design Pressure=-67.5 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Polyglass G2 Base or Polyglass APP Base(requires use of torch-applied underlayment) Fasteners: 12 ga.x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 8-inch o.c.at the 4-inch wide side laps and 8-inch o.c.at four(4)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or torch-applied or Polyflex G, torch- applied. #19 Maximum Design Pressure=-75 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Polyglass G2 Base or Polyglass APP Base(requires use of torch-applied underloyment) Fasteners: Dekfast#14 with Dekfast Hex plates, OMG#14 HD with OMG 3"Galvalume Steel Plates,OMG Roofgrip#14 with OMG Flat Bottom Plates (AccuTrac), Trufast HD with Trufast 3-inch Insulation Plates or Simplex MAXX Cap Fasteners Spacing: 10-inch o.c.at the 4-inch wide side laps and 10-inch o.c.at three(3)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or torch-applied or Polyflex G, torch- applied. #20 Maximum Design Pressure=-90 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: Simplex MAXX Cap Fasteners Spacing: 6-inch o.c.at the 2-inch wide side laps and 6-inch o.c.at two(2)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. #21 Maximum Design Pressure=-90 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: OMG#12 Standard Roofgrip or OMG#14 Heavy Duty with OMG 3"Round Metal Plates or OMG Flat Bottom Metal Plates Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at three(3)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. #22 Maximum Design Pressure=-90 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface) Fasteners: Trufast#12 DP or Trufast#14 HD with Trufast 3"Metal Insulation Plates Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at three(3)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt. NEMO ETC,LLC. Evaluation Report P12060.02.09-R24 Certificate of Authorization 1132455 GP EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-1128 Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018 Page 9 of 14 ONEMO etc. #23 Maximum Design Pressure=-90 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Polyglass G2 Base or Polyglass APP Base(requires use of torch-applied underlayment) Fasteners: Dekfast#14 with Dekfast Hex plates,CMG#14 HD with CMG 3"Galvalume Steel Plates,CMG Roofgrip#14 with CMG Flat Bottom Plates (AccuTrac), Trufast HD with Trufast 3-inch Insulation Plates or Simplex MAXX Cap Fasteners Spacing: 9-inch o.c.at the 4-inch wide side laps and 9-inch o.c.at four(4)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or torch-applied or Polyflex G, torch- applied. #24 Maximum Design Pressure=-97.5 psf: Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface) Fasteners: it ga.x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 4-inch o.c.at the 4-inch wide side laps and 4-inch o.c.at four(4)equally spaced staggered center rows. Base Ply: (Optional)Polystick MTS or Polystick MTS PLUS,self-adhered. Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered. #25 Maximum Design Pressure=-105 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: Simplex MAXX Cap Fasteners Spacing: 6-inch o.c.at the 2-inch wide side laps and 6-inch o.c.at three(3)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. #26 Maximum Design Pressure=-112.5 psf: Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface) Fasteners: 11 ga.x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at four(4)equally spaced staggered center rows. Primer: PG100 or ASTM D41 primer at all tin-caps Base Ply: Polystick MTS or Polystick MTS PLUS,self-adhered Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered. #27 Maximum Design Pressure=-120 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: OMG#12 Standard Roofgrip or CMG#14 Heavy Duty with CMG 3"Round Metal Plates or CMG Flat Bottom Metal Plates Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at five(5)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. #28 Maximum Design Pressure=-120 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface) Fasteners: Trufast#12 DP or Trufast#14 HD with Trufast 3"Metal Insulation Plates Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at five(5)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt. 5.6.4.1 All other direct-deck, adhered Polyglass underlayment systems beneath foam-on tile systems carry a Maximum Design Pressure of-45 psf. NEMO ETC,U.C. Evaluation Report P12060.02.09-R24 Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-1128 Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018 Page 10 of 14 ONEMID I etc. 5.6.4.2 For mechanically attached Base Sheet,the maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI April 2012(04-12),Appendix A,Table 1A. Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC 1609. In this case, Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD1, FMLoss Prevention Data Sheet 1-29 and Roofing Application Standard RAS 117. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016)for Zone 2/3 enhancements. 5.7 Exposure Limitations: Elastobase, Elastobase P, Polyglass G2 Base or Polyglass APP Base shall not be left exposed for longer than 30-days after installation. Polystick IR-Xe or Polystick MU-X shall not be left exposed for longer than 90-days after installation. Polystick MTS, MTS PLUS, TU P,TU Plus,TU Max, Dual Pro, Tile Pro or Elastoflex G TU shall not be left exposed for longer than 180-days after installation. Polyflex SAP or SAP FR, or Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) does not have an exposure limitation, unless the prepared roof covering is to be adhesive-set tile, in which case the maximum exposure is 30 days. Elastoflex S6 G or Elastoflex S6 G FR or Polyflex G or Polyflex G FR does not have an exposure limitation, unless the prepared roof covering is to be adhesive-set tile (Elastoflex S6 G or Polyflex G only), in which case the maximum exposure is 180 days. 5.8 Polystick MU-X has been found through comparative testing to have a lesser coefficient of friction than ASTM,D226 roofing felt in a dry condition,tested at standard laboratory conditions. Agreement between purchaser and seller, as set forth in Section 4.3,Note 1 of ASTM D1970-15,should be established as to slip resistance. 5.9 Tile Slippage Limitations(FRSA/TRI April 2012(04-12)): When loading roof tiles on the underlayment in direct-deck tile assemblies, the maximum roof slope shall be as follows. These slope limitations can only be exceeded by using battens during loading of the roof tiles. TABLE 2: TILE SLIPPAGE LIMITATIONS FOR DIRECT-DECK TILE INSTALLATIONS Underlayment Tile Profile Staging Method Maximum Slope Elastoflex G TU Flat 10-tile stack 7:12 Lugged 8-tile stack(6 over 2) 6:12 Elastoflex S6 G or S6 G FR Flat or Lugged 6-tile stack(4 over 2) 4:12 Polystick MTS or MTS PLUS Flat 6-tile stack(4 over 2) 5:12 Lugged 6-tile stack(4 over 2) 4:12 Polystick Tile Pro Flat or Lugged 6-tile stack(4 over 2) 7:12 Flat 6-tile stack(4 over 2)or 10-tile stack 7:12 Polystick TU Max Lugged 6-tile stack(4 over 2) 7:12 Lugged 10-tile stack 6:12 Polystick TU P Flat 6-tile stack(4 over 2) 6:12 Lugged 6-tile stack(4 over 2) 4:12 Polystick TU Plus Flat or Lugged 6-tile stack(4 over 2) 7:12 Flat or Lugged 10-tile stack 6:12 Polyflex G or G FR Flat or Lugged 6-tile stack(4 over 2) 4:12 Polyflex SA P or SA P FR Flat or Lugged 6-tile stack(4 over 2) 4:12 NEMO ETC,U.C. Evaluation Report P12060.02.09-R24 Certificate o/Authorization✓/32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R28 Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018 Page 11 of 14 ON EMO I etc. 6. INSTALLATION: 6.1 Polyglass Roof Underlayments shall be installed in accordance with Polyglass 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(if applicable). 6.3 Elastobase,Elastobase P or Mule-Hide Nail Base: 6.3.1 Non-Tile Applications: Shall be installed in compliance with the codified requirements for ASTM D226, Type II underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed. Elastobase, Elastobase P or Mule-Hide Nail Base may be covered with a layer of Polystick, Polyflex SAP, Polyflex SA P FR, Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR), self-adhered, Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR in hot asphalt or Polyflex G or Polyflex G FR, torch applied. Roof cover limitations are those are those associated with the top-layer underlayment,as set forth in Table 1. 6.3.2 Tile Applications: Elastobase,Elastobase P or Mule-Hide Nail Base are limited to use as a mechanically attached base sheet in the"Two Ply System"from FRSA/TRI April 2012(04-12). Reference is made to Table 1 and Section 5.6.4 herein, coupled with FRSA/TRI April 2012(04-12)Installation Manual. 6.4 Polystick MTS,MTS PLUS,IR-Xe,TU P,TU Plus,TU Max,Dual Pro,Tile Pro or MU-X or Polyflex SAP,Polyflex SAP FR, Mule-Hide SA-APP Cap Sheet or Mule-Hide SA-APP Cap Sheet(FR): 6.4.1 Shall be installed in compliance with the codified requirements for ASTM D1970(except Polystick TU P) underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed. 6.4.2 Direct-to-Deck with Mechanically Fastened Roof Covers: All self-adhering materials, with the exception of Polystick TU Plus, Polyflex SAP or SAP FR and Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet(FR)should be back-nailed in selvage edge seam in accordance with Polyglass/Mule- Hide back nailing guidelines. Nails shall be corrosion resistant, 11 gauge ring-shank type with a minimum 1-inch diameter metal disk or Simplex-type metal cap nail, at a minimum rate of 12" o.c. Polystick TU Plus should be back- nailed using the above noted fasteners and spacing, in area marked "nail area, area para clavar" on the face of membrane. The head lap membrane is to cover the area being back-nailed. All seal-lap seams (selvage laps) must be ` Z i firmly rolled with a minimum 28 Ib. hand ' a . roller to ensure full contact and adhesion. For Dual Pro and Tile Pro, align the edge oft4} ?� the top sheet to the end of the glue pattern (the sheet will overlap the fabric). sr View of Ovelap Seam of Dual Pro and Tile Pro All over-fabric and over-granule end-laps shall have a 6-inch wide, uniform layer of Polyplus 50 Premium Modified Wet/Dry Cement or Polyglass PG500 Modified Cement applied in between the application of the lap. Polystick TU Plus, Dual Pro and Tile Pro may not be used in any exposed application such as crickets,exposed valleys, or exposed roof to wall details NEMO ETC,I.I.C. Evaluation Report P32060.02.09-R24 Certificate of Authorization#32455 6TH EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-RZ8 Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018 Page 12 of 14 ON EMO I etc. Repair of Polystick membranes is to be accomplished by applying Polyplus 50 Premium Modified Wet/Dry Cement or Polyglass PG500 Modified Cement to the area in need of repair, followed by a minimum 6 x 6 inch patch of the Polystick material of like kind, set and hand rolled in place over the repair area. Patch laps, if needed, shall be installed in a water shedding manner. All Polystick membranes shall be installed to ensure full contact with approved substrates. Polyglass requires a minimum of 40-Ib weighted-roller or, on steep slopes, use of a stiff broom with approximately 40-lbs of load applied for the field membrane. Hand rollers are acceptable for rolling of patches,laps(min.28 Ib roller)or small areas of the roof that are not accessible to a large roller or broom. 6.4.3 Tile Applications(not allowed for Polystick Dual Pro,IR-Xe or Polystick MU-X): Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions noted above as a guideline. For mechanically fastened tile roofing over 2-ply system,consisting of Base Sheet and self-adhering top sheet(s), Base Sheet fastening shall be not less than FRSA/TRI April 2012(04-12),Table 1. For adhesive-set tile applications,refer to Section 5.6.4 herein. 6.4.4 Two(2)Ply Underlayment Systems: Polystick MTS or MTS PLUS followed by Polystick MTS,MTS PLUS,TU P,TU Plus,TU Max,Tile Pro, MU-X or Polyflex SAP is allowable for use under mechanically attached prepared roof systems. Limits of use are those associated with the top-layer material. This is not a requirement,but is allowable if a 2-ply underlayment system is desired. Polystick MTS or MTS PLUS followed by Polystick TU P,TU Plus,TU Max,Tile Pro or Polyflex SAP is allowable for use under foam-on tile systems. Limits of use are those associated with the top-layer material. This is not a requirement, but is allowable if a 2-ply underlayment system is desired. 6.5 Elastoflex G TU,Elastoflex S6 G or Elastoflex S6 G FR: 6.5.1 Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR shall be installed in compliance with current Polyglass published installation requirements. For use in tile applications: ✓ Elastoflex G TU is for use as an alternate to "Mineral Surface Roll Roofing" (ASTM D6380, Class M) in the "Single Ply System"from FRSA/TRI April 2012(04-12)beneath mechanically fastened tile roof systems or the Hot Asphalt applied "Cap Sheet"in the"Two Ply System"from FRSA/TRI April 2012(04-12) beneath mechanically fastened or adhered tile roof systems. ✓ Elastoflex S6 G is for use as an alternate to"Mineral Surface Roll Roofing"(ASTM D6380,Class M)in the"Single Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems or the Hot Asphalt applied "Cap Sheet" in the"Two Ply System"from FRSA/TRI April 2012(04-12) beneath mechanically fastened or adhered tile roof systems. ✓ Elastoflex S6 G FR is for use as an alternate to"Mineral Surface Roll Roofing"(ASTM D6380,Class M)in the"Single Ply System"from FRSA/TRI April 2012(04-12)beneath mechanically fastened tile roof systems or the Hot Asphalt applied "Cap Sheet"in the"Two Ply System"from FRSA/TRI April 2012(04-12)beneath mechanically fastened tile roof systems. 6.5.2 For hot-asphalt-applications, Elastoflex G TU,Elastoflex S6 G or Elastoflex S6 G FR shall be fully asphalt-applied to the substrates noted in Section 5.6. Side laps shall be minimum 3-inch and end-laps minimum 6-inch wide, off-set minimum 3 feet from course to course. Side and end laps shall be fully adhered in a complete mopping of hot asphalt with.asphalt extending approximately 3/8-inch beyond the lap edge. 6.6 Polyflex G or Polyflex G FR: 6.6.1 Polyflex G or Polyflex G FR shall be installed in compliance with current Polyglass published installation requirements. For use in tile applications: ✓ Polyflex G is for use as an alternate to the Heat Applied"Cap Sheet"in the"Two Ply System"from FRSA/TRI April 2012(04-12)beneath mechanically fastened or adhered tile roof systems(Base Sheet Limited per 5.6.3). ✓-Polyflex G FR is for use as an alternate to the Heat Applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012(04-12)beneath mechanically fastened tile roof systems(Base Sheet Limited per 5.6.3). NEMO ETC,I.I.C. Evaluation Report P12060.02.09-R24 Certificate ofAuthorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R28 Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018 Page 13 of 14 ONEMOjetc. 6.6.2 Polyflex G or Polyflex G FR shall be fully torch-applied to the substrates noted in Section 5.6. Side laps shall be minimum 3-inch and end-laps minimum 6-inch wide, off-set minimum 3 feet from course to course. Side and end laps shall be fully heat-welded and inspected to ensure minimum 3/8-inch flow of modified compound beyond the lap edge. i 6.7 Tile Staaina: 6.7.1 Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. Refer to Table 2 herein,and Polyglass published requirements for tile staging. 6.7.2 Battens and/or Counter-battens, as required by the tile manufacturer and FRSA/TRI April 2012(04-12)must be used on all roof slopes greater than 7:12. Precautions should be taken as needed, such as the use of battens or sail- boards,to prevent tile sliding and/or damage to the underlayment during the loading process. 6.7.3 Polyglass specifies the minimum cure time after installation of self-adhering membranes and before loading of roofing tiles is forty-eight(48)hours. I 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 noted QA agency for information on product locations covered for F.A.C.611320-3 QA requirements. The following plants have qualified products under their respective physical properties specifications. Plant Specification` Product s Fernley,NV,Hazleton,PA&Winter Haven,FL ASTM D1970 Polystick MU-X Hazleton,PA M-D 13-0004 Elastoflex G TU ASTM D1970 Polystick IR-Xe Hazleton,PA&Winter Haven,FL ASTM D1970&FRSA/TRI April 2012 Polystick TU Plus ASTM D1970&FRSA/TRI April 2012 Polystick TU Max Tuscaloosa,AL ASTM D4601,Type II Polyglass G2 Base ASTM D226(physicals) Elastobase,Elastobase P ASTM D6509 Polyglass APP Base FRSA/TRI April 2012 Polystick MTS,Polystick MTS PLUS FRSA/TRI April 2012 Polystick TU P Winter Haven,FL FRSA/TRI April 2012 Polyflex SAP,Polyflex SA P FR ASTM D1970 Polystick Dual Pro ASTM D1970&FRSA/TRI April 2012 Polystick Tile Pro ASTM D6164 Elastoflex S6,Elastoflex S6 G FR ASTM D6222 Polyflex G,Polyflex G FR 9. QUALITY ASSURANCE ENTITY: UL, LLC—QUA9625;(314)578-3406;k.chancellor@us.ul.com -END OF EVALUATION REPORT- NEMO ETC,U.C. Evaluation Report P12060.02.09-R24 Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION F1.5259-1128 Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018 Page 14 of 14