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HomeMy WebLinkAboutProduct Approval Fate Copy IM5V Panel REVIEWED � CODE COMPLIANCE f r 26ga (min) 24" wide 5V pand-ppL1 Florida Product Approval Number 3l ZZ( Compliance statement:)' This.product as described has demonstrated compliance with Florida--Building Code 2020, Section 1504.3.2, as required by Rule 61 G20-3, method 1 D Manufacturer: Integrity Metals, LLC 12640 Piper Dr, Ste. B, Vero Beach, FL 32960 i 772-584-2654 1 www.intregritymetaisfl`com Product: IM5V is an exposed'fastener 5V style panel with a 24" coverage, and nominal rib height of 7/16." Material: This product is manufactured from 26ga:(Min)steel with corrosion resistance per FBC 1507.4.3:. Fastener:-, #10 x 1-1/2"fastener with sealing washer, compliant:with FBC 1506.6. Larger diameter and longer-length fasteners are acceptable. Stainless steel fasteners.may be used. Substrate/Deck: Minimum 15/32"thick plywood: Underlayment: Comply with F13C:1507A 1 where-applicable. Slope: Comply with-FBC 1507 4 2 whereapplicable. Tech nical'Documentation: This product-has beentested to the UL 580-06%and UL 1897-04 (revised 2008)standard by Intertek Testing (TST-1527), report 17226 03=450-44 R0. This test.report is owned by Quality Metal Roof Fabricators, who has given written authorization for•Integrity. Metals to use.this report. Max.Allowable Loads - = Method A: 116psf I Install fasteners in 12-12" pattern (one fastener• per rib), at 12" o.c. max. Installation Requirements: Factor of.Safety of 2.0 applied to calculate...allowable loads. Evaluated By_: i DaVUEn9 'PE Timberlake Cove,;LLC 33244 Uriv. Ave#206=Gainesville FL 32607- PE Lic. No: 81377 CA Lic. No: 33344 icEry' �� www.timberiakecove.com t No.813 ATE OF ��51 '•.�ORIOP,.•'• � � ONALL NG\``• www.integrityMetalsFI.com Page 1 INTEGRITY 2604 Piper St Ste B METALS Vero Beach FL 32609 METAL ROOFING MADE HERE (772) 584-2654 Panel Accessories: The manufacturer does not require the use of closures, sealants, butyl, or other similar accessories between bottom edge of panel and drip edge, or in other locations. The use of closures and sealants may be advisable in some cases, however that decision is the discretion of the project owner and the installer. Certification,of Indep endence David Eng, PE and Timberlake Cove, LLC do not have, nor_ will acquire a financial interest in any company manufacturing or distributing products under this evaluation. The same entities do not have, nor will acquire, a financial. interest in any other entity involved in the approval process of the_product. Exclusions & Limitations: Design of deck.and roof structure (to include attachment of plywood or wood plank) shall be completed by others. Fire` classification and shear diaphragm design are outside the scope of this evaluation. This report is limited-to compliance with structural wind load` 3 „ requirements of FBC 1504.3.2, as required by Rule 61G20- 3. Neither Timberlake Cove nor the.manufacturer shall be responsible-for any conclusions, interpretations, or designs `made by others based on this evaluationreport. This report is.limited solely.to.documenting compliance with Rule 61.G20-3, and:makes no express or implied warranty regarding performance of this product. Design Process: The load ta6les,in this report provides one prescriptive option for the fastening requirement for the applicable wind loads for roofs within the parameters described. For roofs outside of,the listed:parameters, design wind loads shall be , <�determined as required:by FBC 1609, ASCE 7, or,other . design code in force, using allowable stress. These load tables are,based on ASCE 7-16. Use of these tables s assumes that the structure is: ■ Enclosed and conforms to wind-borne debris provisions and is a regular shaped building ■ Is,not subject to across-wind loading,,_vortex shedding, or � _instability, nordoes it have-a site,Iocation`for wlirph 3 I T S 1 % i S' channeling or buffeting warrant consideration ` En neerin` anal, sis ma begeom completed b other licensed f g_ 9 Y. Y r p Y engineers for project specific approval by local authorities having jurisdiction. FL29444.4 www.IntegrityMetaisFI.com Page 2 INTEGRITY 2604 Piper St Ste B METALS Vero Beach FL 32609 METAL ROOFING MADE HERE (772) 584-2654 Design Load Tables: rl 2 3 Select the appropriate load table that applies to the a structure in question. 1 2 Determine the design wind speed for the project location. - 2 3 —aP,2 3 TTUse the attachment method indicated for that windspeed`within each roof zone. 1 2 NOTE:ASCE 7-16 and FBC 2020 adopt a 7-zone a 3 2 3 concept. For the load tables below,the worst case {��a HIP ROOF GABLE ROOF I a�- was taken for each zone and reported using the standard zones 1-2-3: .. LESS THAN EAST NOQ OF LEAST EAIWENSI HORIZONTAL DWENSION ER IS SMALLER.BUT NOT Zone 1 includes zones 1 and 1' OR ASDANEAINEDB DESIGN O OTMER ALDIMENSICODE OR?FT(0.96) OR AS OETEWAINED BY DESIGN OR OTNERAPPLICABIEOODE. Zone 2 includes zones 2e, 2r, and 2n ROOF ZONES FOR GENERIC BUILDING Zone 3 includes zones 3e and 3r Combining these zones creates a clear, simple scheme, at the expense of some design efficiency. Contact the manufacturer for further information, or consult a licensed design professional. FASTENER PATTERN AT 12" O.C. Method A: Install fasteners in 9- 12=12" pattern (one fastener per ' ,r 'r rib), at 12" o.c. max NR: Consult a design professional to assess the #10 X 1-12"WOOD SCREW W1 proposed installation SEALING WASHER Use this load table for structures which meet the following criteria: Use this load table for structures which meet the following criteria: Are located in Exposure B area Are located in B,C,or D exposure area Have either a flat roof,or gable/hip roof with max slope of 451 'Have either a flat roof,or gable/hip roof with max slope of 45° Have a mean roof height of 30 feet or less Have a mean roof height of 30 feet or less FL29444A 26 a IM5V on 15/32" pl ood FL29444A 26 a IM5V on 15/32" I ood Wind 120 130 140 150 160 170 180 190 200 Wind 120 130 140 150 160 170 180 190 200 Zone 1: A A A A A A A -A A Zone 1:: 'A A A A A A A Zone 2: A A A A A A A A Zone 2:' A A A A Zone 3: A A A A A A A Zone 3: A A A Use this load table for structures which meet the following criteria: Use this load table for structures which meet the following criteria: Are located in Exposure B area Are located in B,C,or D exposure area Have either a flat roof less than 7°,hip roof with Have either a flat roof less than 7°,hip roof with max slope of 45°,or gable roof with slope between 20°and 45, max slope of 450,or gable roof with slope between 20`and 45° Have a mean roof height of 30 feet or less Have a mean roof height of 30 feet or less FL29444A 26 a IM5V on 15/32" plywoodd FL29444A 26 a IM5V on 15/32" plyWood Wind 120 130 140 150 160 170 180 190 200 Wind 120 130 140 150 160 170 180 190 200 Zone 1: A A A A' A A A A A Zone 1: A A A A A A A A Zone 2: A A A A A A A A A Zone 2: A A A A A Zone 3: A A A A A A A A Im Zone 3: A A A FL29444.4 www.IntegrityMetaisFI.com Page 3 File ronv REVIEEu FOP, CODE COMPLIANCE NEMO I etc. ST. L CIE COUNTY Certificate of Authorization#32455 ` OG / 1�, / 353 Christian Street, Unit#13 3 Z ' Oxford,CT 06478 (203)262-9245 ENGINEER EVALUATE TEST CONSULT REPORTEVALUATION Soprema, Inc. Evaluation Report S18010.06.09-1119 1640 rue Haggerty FL2569-1121 Drummondville, QuebecJ2C 5P8 Canada Date of Issuance:06/15/2009 (819)478-2400 Revision 19: 12/16/2020 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. The product described herein has been evaluated for compliance with the 7th Edition(2020)Florida Building Code sections noted herein. DESCRIPTION: Soprema Roof-Underlayments LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.1.1. CONTINUED COMPLIANCE:This Evaluation Report is valid until such time as the named product(s)changes,the referenced Quality Assurance or production facility location(s)changes, or Code provisions that relate to the product(s) change. Acceptance of our Evaluation Reports by the named client constitutes agreement to notify NEW ETC, LLC of any changes to the product(s), the Quality Assurance or the production facility location(s). NEW ETC, LLC requires a complete review of its Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT:The Florida Product Approval Number (FL#) preceded by the words "NEMO I 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 9. Prepared by: A,�.a� Robert J.M.Nieminen,P.E. The facsimile seal appearing was authorized by Robert Florida Registration No.59166+Florida DCA ANE1983 �s i_"i+�;r` Nieminen,P.E.on 12/16/2020.This does not serve as " an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. NEW ETC,LLC does not have,nor does it intend to acquire or will it acquire,a financial interest in any company manufacturing or distributing products it evaluates. 2. NEMO ETC,LLC is not owned,operated 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 NEMO ETC,LLC nor Robert Nieminen,P.E.are,in any way,the Designer of Record for any project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained specifically for that purpose. ©2019 NEMO ETC,LLC ` r (NNEMOJetc. ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Underlayment Compliance Statement: Soprema Roof Underlayments,as produced by Soprema,have demonstrated compliance with the following sections of the 7t'Edition(2020)Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations/Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1504.3.1 Wind resistance FM 4474 2011 1504.3.1 Wind resistance UL 1897 2015 1507.1.1,1507.2.4,1507.2.9.2 Material standard ASTM D1970 2015 /R905.1.1,R905.2.8.2 1507.3.3/R905.3.3 Material standard FRSA/TRI,Sixth Edition 2018 1507.11.2/R905.11.2 Material standard ASTM D6163 2015 TAS 110 Accelerated Weathering ASTM D4798 2011 3. REFERENCES: Entity Examination Reference Date ERD(TST6049) Wind Resistance 2778.07.05 07/15/2005 ERD(TST6049) ASTM D1970/TAS 110(QC) S31370.03.10-1-R1 04/07/2010 ERD(TST6049) FRSA/TRI 04-12(OH) S11150.05.09-R2 10/05/2010 ERD(TST6049) ASTM D1970(OH) S37210.11.11 11/09/2011 ERD(TST6049) ASTM D1970(MS) 537210.12.11 12/01/2011 ERD(TST6049) ASTM D1970(MS) 540540.02.13-1 02/19/2013 ERD(TST6049) FRSA/TRI 04-12(MS) S43530.02.14-1-R1 02/21/2014 ERD(TST6049) ASTM D1970(BC) S44870.04.14-2 04/02/2014 ERD(TST6049) ASTM D1970(QC) S44870.04.14-3 04/02/2014 ERD(TST6049) ASTM D1970(OH) S44870.04.14-1 04/10/2014 ERD(TST6049) ASTM D1970(MS) S44870.04.14-4 04/10/2014 ERD(TST6049) ASTM D1970(OH) S40540.10.14 10/31/2014 ERD(TST6049) Tensile Adhesion/Long Term Aging SOPC-SC7645.02.15 02/13/2015 ERD(T5T6049) Accelerated Weathering SOPC-SC8520.04.14 04/27/2015 ERD(TST6049) Wind Resistance SOPC-SC14045.05.17-RI 06/07/2017 M-D(CER1592) HVHZ Compliance 18-0329.03 06/28/2018 ICC-ES(EVL2396) 2015 IBC Compliance ESR-1524 03/01/2017 NEMO(TST6049) ASTM D1970/TAS 110(QC) SOPC-SC8970.08.15-RI 04/25/2018 NEMO(TST6049) Wind Resistance 4-SOPC-18-003.08.18 08/27/2018 NEMO(TST6049) ASTM D4798/D1970(OH&MS) 4S-SOPC-18-002.05.19.A 05/31/2019 NEMO(TST6049) Tensile Adhesion/Long Term Aging 4p-DOW-I9-SSLAP-01.A.R2 02/10/2020 MEMO(TST6049) Peel adhesion(existing underlayments) 4j-SOPC-I9-SSUDL-04.A 03/12/2020 NEMO(TST6049) Peel adhesion(existing underlayments) 4j-SOPC-20-SSUDL-01 12/16/2020 PRI(TST5878) ASTM D1970(MS) SOP-064-02-01 12/03/2013 Soprema,Inc.(PDM3511) Equivalency Declaration SA SMOOTH PLY 40 06/29/2015 UL,LLC(QUA9625) Quality Control MLA File No.R16814 12/10/2015 UL,LLC(QUA9625) Quality Control MLA File No.R27605 05/08/2019 UL,LLC(QUA9625) Quality Control Service Confirmation 06/29/2020 UL,LLC(QUA9625) Quality Control Florida BCIS Current NEMO ETC,LLC Evaluation Report S18010.06.09-1119 Certificate of Authorization#32455 7T"EDITION(2020)FBC NON-HVHZ EVALUATION FL2569-R21 Soprema Roof Underlayments Revision 19:12/15/2020 Page 2 of 9 NEMO etc. 4. PRODUCT DESCRIPTION: Product Material Piant(s) Description Standard 4.1 Lastobond TU HT ASTM D1970 and Gulfport,MS self-adhering,non-woven polyester fabric FRSA/TRI 09-18 surfaced,SBS modified bitumen roof underlayment 4.2 Tri-Built S/A HT TU ASTM D1970 and Gulfport,MS self-adhering,non-woven polyester fabric Underlayment FRSA/TRI 09-18 surfaced,SBS modified bitumen roof underlayment 4.3 Lastobond Shield ASTM D1970 Drummondville,QC self-adhering,woven polyethylene surfaced,SBS modified bitumen roof underlayment available in two widths;36 and 45 inch 4.4 RESISTO SA SMOOTH PLY ASTM D1970 Drummondville,QC self-adhering,woven polyethylene surfaced,SBS 40 modified bitumen roof underlayment 4.5 Lastobond Shield HT ASTM D1970 Drummondville,QC self-adhering,woven polyethylene surfaced,high temperature,SBS modified bitumen roof underlayment 4.6 Lastobond Pro HT-N ASTM D1970 Drummondville,QC self-adhering,woven polyethylene surfaced,SBS modified bitumen roof underlayment available in two widths;36 and 45 inch 4.7 Lastobond Pro HT-S ASTM D1970 Drummondville,QC self-adhering,woven polyethylene surfaced,high temperature,SBS modified bitumen roof underlayment 4.8 EnviroShield ASTM D1970 Drummondville,QC self-adhering,woven polyethylene surfaced,high temperature,SBS modified bitumen roof underlayment 4.9 Lastobond 195 ASTM D1970 Gulfport,MS self-adhering,glass-mat reinforced,sand- Wadsworth,OH surfaced,SBS modified bitumen roof underlayment 4.10 Lastobond Eaves ASTM D1970 Gulfport,MS self-adhering,glass-mat reinforced,sand- Protection Sheet Wadsworth,OH surfaced,SBS modified bitumen roof underlayment 4.11 Lastobond Eco ASTM D1970 Drummondville,QC self-adhering,glass-mat reinforced,sand- Gulfport,MS surfaced,SBS modified bitumen roof Wadsworth,OH underlayment 4.12 Lastobond Smooth Seal ASTM D1970 Gulfport,MS self-adhering,glass-mat reinforced,film- HT Wadsworth,OH surfaced,SBS modified bitumen roof underlayment 4.13 Tri-Built Smooth HT S/A ASTM D1970 Gulfport,MS self-adhering,glass-mat reinforced,film- Underlayment Wadsworth,OH surfaced,SBS modified bitumen roof underlayment 4.14 PrimeSource Grip-Rite ASTM D1970 Gulfport,MS self-adhering,glass-mat reinforced,film- Smooth Seal HT Wadsworth,OH surfaced,SBS modified bitumen roof underlayment 4.15 RESISTO LB1236 ASTM D1970 Drummondville,QC self-adhering,glass-mat reinforced,sand- Gulfport,MS surfaced,SBS modified bitumen roof Wadsworth,OH underlayment 4.16 TRI-BUILT Sand-R SA ASTM D1970 Drummondville,QC self-adhering,glass-mat reinforced,sand- Shingle Underlayment Gulfport,MS surfaced,SBS modified bitumen roof Wadsworth,OH underlayment NEMO ETC,LLC Evaluation Report S18030.06.09-1119 Certificate of Authorization#32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION F1.2569-1121 Soprema Roof Underlayments Revision 19:12/15/2020 Page 3 of 9 L ,y MEMO etc. Product Material Plant(s) Description Standard 4.17 PrimeSource Grip-Rite ASTM D1970 Drummondville,QC self-adhering,glass-mat reinforced,sand- Eave&Valley Protector Gulfport,MS surfaced,SBS modified bitumen roof Wadsworth,OH underlayment 4.18 SRS TopShield ICE& ASTM D1970 Drummondville,QC self-adhering,glass-mat reinforced,sand- WATER DEFENDER Gulfport,MS surfaced,SBS modified bitumen roof Wadsworth,OH underlayment 4.19 RESISTO LB1244 ASTM D1970 Drummondville,QC self-adhering,glass-mat reinforced,sand- Gulfport,MS surfaced,SBS modified bitumen roof Wadsworth,OH underlayment 4.20 Colphene FR GR ASTM D6163 Gulfport,MS self-adhering,fiberglass reinforced,granule- Wadsworth,OH surfaced,SBS modified bitumen roof underlayment S. WITATIONS: 5.1 This is a building code evaluation. Neither NEIVIO ETC,LLC nor Robert Nieminen,P.E.are,in any way,the Designer of Record for any project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in FBC High Velocity Hurricane Zone jurisdictions (i.e., Broward and Miami- Dade Counties). 5.3 This Evaluation Report pertains to above-deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. 5.4 This Evaluation Report does not include evaluation of fire classification. Refer to FBC 1505 for'requirements and limitations regarding roof assembly fire classification. Refer to FBC 2603 for requirements and limitations concerning the use of foam plastic insulation. 5.5 Soprema Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.6 Allowable Roof Covers: TABLE 1: ROOF COVER OPTIONS FBC Section: 1507.2 1507.3 1507.4&1507.5 1507.7 1507.8&2507.9 Clay and Concrete Tile Metal Slate or Asphalt Wood Shakes or Underlayment Mechanical Adhesive- Slate-Type Shingles Attach Set Panels Shingles Shingles Shingles Lastobond TU HT,Tri-Built S/A HT TU Yes Yes Underlayment Yes Yes See5.6.1 Yes Yes Yes Qoint strips,1507.1.1.3/ R905.1.1.3) Lastobond Shield,Pro HT-N,RESISTO SA Yes SMOOTH PLY40 Yes No No No No Yes Qoint strips,1507.1.1.3/ R905.1.1.3) Yes Lastobond Shield HT,Pro HT-S Yes No No Yes Yes Yes (joint strips,1507.1.1.3/ R905.1.1.3) Yes Enviro5hield Yes No No Yes Yes Yes aoint strips,1507.1.1.3/ R905.1.1.3) Lastobond Eaves Protection Sheet, Yes Lastobond195 Yes No No No No Yes aoint strips ,1507.1.1.3/ R905.1.1.3) NEMO ETC,LLC Evaluation Report S18010.06.09-1119 Certificate of Authorization#32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION FL2569-1121 Soprema Roof Underlayments Revision 19:12/15/2020 Page 4 of 9 ONEMOjetc. TABLE 1: ROOF COVER OPTIONS FBC Section: 1507.2 1507.3 1507.4&1507.5 1507.7 1507.8&1507.9 Clay and Concrete Tile Metal Slate or Asphalt Slate-Type Wood Shakes or Underlayment Shingles Mechanical Adhesive- panels Shingles Shingles Attach Set Shingles Lastobond ECO,RESISTO LB1236,TRI- BUILT Sand-R SA Shingle Underlayment, Yes Grip-Rite Eave&Valley Protector, Yes No No No No Yes (joint strips,1507.1.1.3/ TopShield ICE&WATER DEFENDER, R905.1.1.3) RESISTO LB1244 Lastob oth Seal H Tri-Built Yes mooth-HT derlaymen, p-Rite Yes No No Yes Yes Yes Qoint strips,1507.1.1.3/ RI e96th aJ l HT R905.1.1.3) Yes Colphene FR GR Yes Yes No No No Yes (joint strips,1507.1.1.3/ R905.1.1.3) 5.6.1 Adhesive-set tile is limited to use of the following Approved underlayment/tile-adhesive combinations. TABLE 1A:ALLOWABLE TILE ADHESIVE/UNDERLAYMENT COMBINATlONS1 'Underlayment Adhesive Florida Product Approval . Lastobond TU HT,Tri-Built S/A Dupont"Tile Bond"Roof Tile Adhesive" FL22525 HT TU Underlayment ICP Adhesives and Sealants"Polyset®AH-160" FL6332 5.7 Allowable Substrates: TABLE 2: SUBSTRATE OPTIONS FOR ADHERED UNDERLAYMENTS Underlayment Application Substrates(designed to meet wind loads for project) . , , Type Primer Material(s) Lastobond Shield,Lastobond Pro (Optional)ASTM plywood,OSB or Southern Yellow Pine HT-N,RESISTO SA SMOOTH PLY Deck/ D41,Elastocol Stick, (SYP) 40,Lastobond Shield HT, sheathing Elastocol Stick Zero Lastobond Pro HT-S, ASTM D41 structural concrete EnviroShield,Lastobond TU HT, Tri-Built S/A HT TU Insulation (Optional)Elastocol Dens Deck Prime or SECUROCK Gypsum- Stick Zero Fiber Roof Board Underlayment,Lastobond Eaves Protection Sheet,Lastobond 195, self- Lastobond ECO,RESISTO LB1236, adhering TRI-BUILT Sand-R SA Shingle Underlayment,Grip-Rite Eave& Valley Protector,TopShield ICE& Base Sheet (Optional)Elastocol ASTM D226,Type II felt or Modified Sopra- WATER DEFENDER,RESISTO Stick Zero G LB1244,Lastobond Smooth Seal HT,Tri-Built Smooth HT S/A Underlayment or Grip-Rite Smooth Seal HT Deck/ (Optional)ASTM plywood D41 sheathing ASTM D41 structural concrete FR GR Col hene self- p adhering Insulation (Optional)Elastocol Dens Deck Prime or SECUROCK Gypsum- Stick Zero Fiber Roof Board Base Sheet (Optional)Elastocol ASTM D226,Type II felt or Modified Sopra- Stick Zero G 1 Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product ApprovalforOverturning Moment Resistance Performance. NEMO ETC,LLC Evaluation Report 518010.06.09-1119 Certificate of Authorization#32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION FL2569-1121 Soprema Roof Underlayments Revision 19:12/15/2020 Page 5 of 9 t ` NNEMOletc. TABLE 2: SUBSTRATE OPTIONS FOR ADHERED UNDERLAYMENTS Underlayment Application Substrates(designed to meet wind loads for project) Type Primer Material(s) Lastobond TU HT,Tri-Built S/A HT TU Underlayment,RESISTO LB1236,TRI-BUILT Sand-R SA self- Existing RESISTO EXTERIOR Existing sand-surfaced,glass-fiber surfaced, Shingle Underlayment,Grip-Rite adhering substrate PRIMER mineral-surfaced or film-surfaced roof Eave&Valley Protector or underlayment* TopShield ICE&WATER DEFENDER *Final acceptance of any existing substrate in a reroof(tear-off)installation is at the discretion of the installer and the Authority Having Jurisdiction. Should a question arise as to the suitability of an existing substrate to receive Lastobond TU HT,Tri-Built S/A HT TU Underlayment,RESISTO LB1236,TRI-BUILT Sand-R SA Shingle Underlayment,Grip-Rite Eave&Valley Protector or TopShield ICE& WATER DEFENDER self-adhering underlayments,contact RESISTO technical support. 5.7.1 Soprema recommends priming with Elastocol Stick,Elastocol 600c or RESISTO EXTERIOR PRIMER if the final roof cover is not slated for installation within 24 hours. 5.7.2 Soprema requires tongue-and-groove board decking be covered with plywood or OSB prior to installation of the self-adhering underlayment 5.8 Attachment Limitations: 5.8.1 For use under mechanically attached NON-TILE prepared roof coverings,attachment shall be in accordance with the manufacturer's installation instructions,but—for mechanically attached underlayments or base sheets-not less than FBC 1507.1.1 or R905.1.1. 5.8.2 For use under the roof systems, attachment shall be in accordance with the manufacturer's installation instructions, but—for mechanically attached base sheets-not less than: • FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition, Appendix A, Table 1(for Two-Ply Asphalt Applied Hot Mop Underlayment) or • Section 5.8.3 herein(for other underlayment systems). 5.8.3 Wind Resistance for Underlayment Systems in Tile Roof Applications: The following wind uplift limitations apply to underlayment systems that are not prescriptive in the FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual,Sixth Edition. The 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). 5.8.3.1 Direct-to-Deck: The maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition, Appendix A, Table 1A or the critical (highest)design pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3. #1 Maximum Design Pressure=-45.0 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: (Optional)Elastocol Stick,Elastocol Stick Zero or RESISTO EXTERIOR PRIMER Underlayment: Lastobond TU HT,Tri-Built S/A HT TU Underlayment,self-adhered. #2 Maximum Design Pressure=-67.5 psf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: Elastocol Stick Zero Underlayment: Lastobond TU HT,Tri-Built S/A HT TU Underlayment,self-adhered. NEMO ETC,LLC Evaluation Report S18010.06.09-1119 Certificate of Authorization#32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION FL2569-R21 Soprema Roof Underlayments Revision 19:12/15/2020 Page 6 of 9 ONEMOletc. #3 Maximum Design Pressure=-120.0 psf: Deck: Min. 15/32-inch APA-rated CDX plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: (Optional)RESISTO EXTERIOR PRIMER Base Ply: RESISTO SA SMOOTH PLY 40,self-adhered. Underlayment: Lastobond TU HT,Tri-Built S/A HT TU Underlayment,self-adhered. #4 Maximum Design Pressure=-150.0 psf: Deck: Min.15/32-inch APA-rated BCX plywood(may be installed C-side up)to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: (Optional)RESISTO EXTERIOR PRIMER Underlayment: Lastobond TU HT,Tri-Built S/A HT TU Underlayment,self-adhered. #5 All other direct-deck, adhered underlayment systems beneath tile roof systems carry a Maximum Design Pressure of-45 psf. 5.8.3.2 Mechanically-Attached Base Sheet: The maximum design pressure for the selected assembly shall meet of exceed that required under FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition, Appendix A,Table 1A or the critical (highest)design pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3. Alternatively,the maximum design pressure for the selected assembly shall meet or exceed at least the Zone 1 design pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3. Elevated pressure zones shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD1,FM Loss Prevention Data Sheet 1-29,Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (February 2020) for enhancements. #6 Maximum Design Pressure=-60.0 psf: Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Modified Sopra-G mechanically attached with nails(FBC 1517.5.1)and tin caps(FBC 1517.5.2)spaced 6- inch o.c.at the 4-inch laps and 6-inch o.c.in three(3),equally spaced rows in the center of the sheet. Underlayment: Lastobond TU HT,Tri-Built S/A HT TU Underlayment,self-adhered 5.8.4 For use over insulation or coverboard and under mechanically attached prepared roof coverings, underlayment attachment shall be in accordance with the manufacturer's installation instructions and attachment of the insulation or coverboard shall be in accordance with the prepared roof covering manufacturer's Product Approval. 5.9 Exposure Limitations: TABLE 3: EXPOSURE LIMITATIONS Underlayment Prepared Roof Cover Maximum Installation Type Exposure(days) Lastobond Eaves Protection Sheet,Lastobond 195,Lastobond Eco,RESISTO LB1236,TRI- Mechanically BUILT Sand-R SA Shingle Underlayment,Grip-Rite Eave&Valley Protector,TopShield ICE 30 attached &WATER DEFENDER or RESISTO LB1244 Lastobond TU HT,Tri-Built S/A HT TU Underlayment Adhesive-set tile roof 30 system Lastobond Shield,Lastobond Pro HT-N,RESISTO SA SMOOTH PLY 40,Lastobond Shield HT, Mechanically Lastobond Pro HT-S,EnviroShield,Lastobond Smooth Seal HT,Tri-Built Smooth HT S/A 90 Underlayment or Grip-Rite Smooth Seal HT attached Lastobond TU HT,Tri-Built S/A HT TU Underlayment or Colphene FR GR Mechanically 180 attached NEMO ETC,LLC Evaluation Report 518010.06.09-1119 Certificate ofAuthorization#32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION FL2569-R21 Soprema Roof Underlayments Revision 29:12/15/2020 Page 7 of 9 NEMO�etc. - 5.10 Tile Slippage Limitations: When loading roof tiles on the underlayment in direct-deck tile roof 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 4: TILE SLIPPAGE LIMITATIONS FOR DIRECT-DECK TILE INSTALLATIONS Underlayment Tile Profile Staging Method Maximum Slope Flat Max.10-tile stack 6:12 Lugged Max.10-tile stack 5:12 Max.10-tile stack(bottom 2-tile stack shall be inverted, followed by 8 tiles high on slope,as shown below) 6:12 Lastobond TU HT,Tri- - Q` Built S/A HT TU ' I, �; W Underlayment Lugged ~ gg Colphene FR GR Flat Max.10-tile stack 5:12 Lugged Max.10-tile stack 6:12 6. INSTALLATION: 6.1 Soprema Roof Underlayments shall be installed in accordance with Soprema published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re-fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application,and prime the substrate (if applicable). 6.2.1 Installation of RESISTO 1_61236,TRI-BUILT Sand-R SA Shingle Underlayment,Grip-Rite Eave&Valley Protector or TopShield ICE&WATER DEFENDER self-adhering underlayment in a reroof(tear-off)application atop an existing underlayment (per Table 2) requires priming of the existing substrate with RESISTO EXTERIOR PRIMER. Final acceptance of any existing substrate in a reroof(tear-off) installation is at the discretion of the installer and the Authority Having Jurisdiction. Should a question arise as to the suitability of an existing substrate to receive RESISTO 1_131236,TRI-BUILT Sand-R SA Shingle Underlayment,Grip-Rite Eave&Valley Protector or TopShield ICE &WATER DEFENDER self-adhering underlayments,contact RESISTO technical support: 6.3 Lastobond TU HT, Tri-Built S/A HT TU Underlayment, Lastobond Shield, Lastobond Pro HT-N, RESISTO SA SMOOTH PLY 40, Lastobond Shield HT, Lastobond Pro HT-S, EnviroShield, Lastobond Eaves Protection Sheet, Lastobond 195, Lastobond Eco, Lastobond Smooth Seal HT,Tri-Built Smooth HT S/A Underlayment, Grip-Rite Smooth Seal HT, RESISTO 1_61236, TRI-BUILT Sand-R SA Shingle Underlayment, Grip-Rite Eave & Valley Protector,TopShield ICE&WATER DEFENDER,RESISTO LB1244 or Colphene FR GR: 6.3.1 Non-Tile Applications: Shall be installed in compliance with requirements for an approved self-adhering underlayment(ASTM D1970) in FBC 1507.1.1.1 or 1507.1.1.3 or FBC Residential R905.1.1.1 or R905.1.1.3 for the type of prepared roof covering to be installed,and the manufacturer's installation instructions. When installed over a mechanically attached base sheet of FBC Approved ASTM D226,Type II felt the base sheet shall be fastened in accordance with FBC 1507.1.1 or R905.1.1. NEMO ETC,LLC Evaluation Report S18010.06.09-1119 Certificate of Authorization#32455 7TH EDITION(2020)FBC NON-HVHZ EVALUATION FL2569-R21 Soprema Roof Underlayments Revision 19:12/15/2020 Page 8 of 9 ONEMOjetc. 6.3.2 Tile Applications: Limited to Lastobond TU HT,Tri-Built S/A HTTU Underlayment or Colphene FR GR. Shall be installed in compliance with the requirements for Self-Adhered Membrane set forth in FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition and the manufacturer's installation instructions. Refer to Section 5.8.3 herein for attachment limitations. Refer to Table 4 herein for tile staging limitations. 7. BUILDING PERM • As required by the Building Official or Authority Having Jurisdiction to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the named QA entity for manufacturing facilities covered by F.A.C.Rule 61G20-3 QA requirements. Refer to Section 4 herein for products and production locations having met codified material standards. QUALITY9. UL, LLC—QUA9625;(314)578-3406;k.chancellor@us.ul.com -END OF EVALUATION REPORT- NEW ETC,LLC Evaluation Report S18010.06.09-R19 Certificate of Authorization#32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION FL2569-R21 Soprema Roof Underlayments Revision 19:12/15/2020 Page 9 of 9