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HomeMy WebLinkAboutNotice of Acceptance i F fle C,'op'� RECEIVED �0/70 �a� 2 ® Zo21 R V1E�W[ED FUR CODE C®NlPLIAiV� �. NEMo �etc. Permitting Department Certificate of Authorization#32455 St. Lucie County ST. L CIE C®IJ�V'PV Christian Street, Unit#13 B6 f�""��r O(203)262-9245 ENGINEER EVALUATE TEST CONSULT REPORTEVALUATION Soprema,Inc. Evaluation Report S18010.06.09-1119 1640 rue Haggerty FL2569-R21 Drummondville,Quebec J2C 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 71h 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). NENIO 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 "NEMOI 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: - . •, - RobertJ.M. Nieminen,P.E. :o�_�:.��z�:f_,. The facsimile seal appearing was authorized by Robert '`4,+`��^�•y4:.+*a•,•' Nieminen,P.E.on 12/16/2020.This does not serve as Florida Registration No.59166,Florida DCA ANE1983 "•:yi.7.,,,; ; an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. NEMO 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 O. NEM.Oletc. 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 7"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) S37210.12.11 12/01/2011 ERD(TST6049) ASTM D1970(MS) S40540.02.13-1 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(TST6049) Accelerated Weathering SOPC-SC8520.04.14 04/27/2015 ERD(TST6049) Wind Resistance SOPC-SC14045.05.17-R1 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 D4798/1)1970(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 NEMO(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 7-EDITION(2020)FBC NON-HVHZ EVALUATION F1.2569-1121 Soprema Roof Underlayments Revision 19:12/15/2020 Page 2 of 9 ONEMOjetc. 4. PRODUCT DESCRIPTION: Product Material Plant(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 -adhering,glass-mat reinforced,film- Underlayment Wadsworth,OH isurfaced,SBS modified bitumen roof Nwde I ent 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 S18010.06.09-1119 Certificate of Authorization#32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION FL2S69-R21 Soprema Roof Underlayments Revision 19:12/15/2020 Page 3 of 9 ONEMOletc. Product Material Standard Plant(s) Description - 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. LIMITATIONS: 5.1 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. 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 Sectlonr 1507.2 1507.3 1507.4&1507.5 1507.7 1507.8&1507.9 Clay and Concrete Tile Metal Slate or Underla ment Asphalt Wood Shakes or Shingles Panels Y Mechanical Adhesive- Slate-Type Shingles Attach Set Shingles Shingles Lastobond TU HT,Tri-Built S/A HT TU Yes Yes oint s Yes Yes Yes Yes Yes trips,1507.1.1.3/ Underlayment See 5.6.1 q R905.1.1.3) Lastobond Shield,Pro HT-N,RESISTO SA Yes SMOOTH PLY40 Yes No No No No Yes (Joint 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 EnviroShield Yes No No Yes Yes Yes (joint strips,1507.1.1.3/ R905.1.1.3) Lastobond Eaves Protection sheet, Yes Lastobond 195 Yes No No No No Yes Goint strips,1507.1.1.3/ R905.1.1.3) NEMO ETC,LLC Evaluation Report S18010.06.09-1119 Certificate of Authorization N32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION FL2569-R21 Soprema Roof Underlayments Revision 19:12/15/2020 Page 4 of 9 NEMO etc. TABLE'': ROOF COVER OPTIONS FBCSection: 2507.2 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 ECO,RESISTO LB1236,TRI BUILT Sand-R SA Shingle Underlayment, Yes Grip-Rite Eave&Valley Protector, Yes No No No No Yes Qoint strips,1507.1.1.3/ TopShield ICE&WATER DEFENDER, R905.1.1.3) RESISTO LB1244 Lastobond Smooth Seal HT,Tri-Built Yes Smooth HTS/A Underlayment,Grip-Rite Yes No No Yes Yes Yes (joint strips,1507.1.1.3/ Smooth Seal HT R905.1.1.3) Yes ColpheneFRGR Yes Yes No No No Yes Qoint 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 COMBINATIONS' Underlayment, Adhesive Florida Product Approval Lastobond TU HT,Tri-Built S/A Dupont"Tile BondTM'Roof Tile Adhesive" FL22525 HTTU Underlayment ICP Adhesives and Sealants"Polyset®AH-160" FL6332 5.7 Allowable Substrates: TABLE 2: SUBSTRATE OPTIONS FOR ADHERED'UNDERLAYMENTS Substrates(designed to meet wind loads for project) Underlayment Application -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, (Optional)Elastocol Dens Deck Prime or SECUROCK Gypsum- Tri-Built S/A HT TU Insulation 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 SECUROCKGypsum- 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 Approval for Overturning Moment Resistance Performance. NEMO ETC,LLC Evaluation Report 518010.06.09-1119 Certificate ofAuthorization t/32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION FL2569-R21 Soprema Roof Underlayments Revision 19:12/15/2020 Page 5 of 9 T O. NEMOJetc. 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 tile 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 Ds : 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 Ds : 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-R19 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 NEMO etc. #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 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. 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 attached 30 &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 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 7 of 9 MEMO�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- Built S/A HT TU 4 Underlayment Lugged 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 LB1236,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 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. 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 LB1236, TRI-BUILT Sand-R SA Shingle Underlayment, Grip-Rite Eave & Valley Protector,TopShield ICE&WATER DEFENDER,RESISTO LB1244 or Colphene FIR 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 ojAuthorization#32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION FL2569-1121 Soprema Roof Underlayments Revision 19:12/15/2020 Page 8 of 9 e E O- NEMOjetc. 6.3.2 Tile Applications: Limited to Lastobond TU HT,Tri-Built S/A HT TU 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 PERMIT REQUIREMENTS: 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- NEMO ETC,LLC Evaluation Report S18010.06.09-1119 Certificate ofAuthorization#32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION F1.2569-1121 Soprema Roof Underlayments Revision 19:12/15/2020 Page 9 of 9 E� q`'Nn �pnnryrn W '. 0 O ��V����i�� �� U V M5V Panel ®ECO- PUAN =y 26ga (min) 24" wide 5 =papej1 d I ° d Florida Product Approval NuftiUZa444.4 Kn " Comp ance statement:f This product as described has demonstrated compliance with ' i VX Fio'M6 Building Code 2020, Section 1504.3.2, as required;by Rule 61G20 3, method 1 D y ` Man#acturer Integrity Metals, LLC 12640 Piper Dr, Ste. B, Vero Beach,,FLU 32960.1 772-584-2654 www.intregritymetalsfl-com Product IM5V is an exposed fastener 5V style panel with a 24°caverage; ' and nominal nb height of 7/16." R7t Material: This°product is"manufactured from 26ga (min) 'steel with corr�oslon resistance per FBC 15074 3, ¢, ,= Fastener, #10 x.1-1/2"fastener with seal g washer, mpllantwa , <P 1506.6. i Largerdiameter_.andf toger�lengh�fas#enes"rteacceptable. Stainess steel" asteersmaybusedaye . Substrate/Deck: Min lmOm 15/32 thick plywood. Underlayment: � _Comply with FBC '15071 1 where applicablI Slope: :`' ) .;. Comply wltl FBC507�4;2where applicable. Technical Documentation: This,p�rodu�hasf been�tested to the UL 580-OF and UL�1897-04 (reviaetl20®8)standardby iriteek"Testing (TST,-1527), report h i 17226 03-450-44 RO. This test report is owned by Quality Metal r E} . R=Fgaators, who has given written authonzafion for IntgnMse this report. 9a a Max.Allowable Loads_ __ Method./A.1=46p f Install fasteners in 12-12" patfern (one fastener per rib), at 12" o.c. max. Installation Requirements: Factor of Safety of 2.0 applied to calculate-allowable loads..' I- N, Evaluate B •- Da i,5 Eng,�PE _ l"mberlakCove;.LLC ` LS -� 3314 V1 Univ. Ave#20 ;3ainesvill -FL 32607-.- Lic. Nod:' 81377 CA Lic. No: 33344 lic UP, ' www.timberiakecove.com s1377 �.� • ATE OF �P` www.IntegritVMetaisFI.com Page 1 y INTEGRITY METALS 2604 Piper St Ste B 1 Vero Beach FL 32609 METAL ROOHNG 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. 4� G@rtlffcallonOf Indepen' �dence. 745avid Eng, PE and Timberlake Cove, LLC do not ha e,nor y W wi(Facquire a financial interest in any company .manufacturing or distributing products under this evaluati6n:4 n, ;The same entities do not have, nor will acquit"e,:a financid141- 'interest in any other entity involved in the approval process of the product. t� Exclusions & Limitations:. Design of deck and roof structure (to include attachment of. plywood orwootl plank) shall be completed by others `Fire= classification=andshear diaphragm-design are outsid`e�the, y <, � scope'ofthis°evaluation. i This report is limited to compliance with structural wind-load t requirements of FBC 1504 3.2, as required by Rulem61132G r: 3. Neither Timberlake Cove nor,the manufacturer shall be' .,. responsible for any conclusions rnterpetations, or designs, made by others based on�this evaluationreport.This report F i is limited_solely to.dobumeripng'compliance with Rule i F 61 G20 3, and makes i ' > noexpress:or implied warranty re gar perormaphis roduct fnceof ° Design Process: The load tables m this`report proxies one prescriptive �yF i optign:for he' m fastening requireent for the applicable wind loads'for roofs within the parameters described. For'roofs i outside of'the listed parameters, design;;word loads shall be " 10d6tetrninec I as required,by/FBC 1609,ASCE 7,,or other � design code in force, us ng allowable stress. These load tables are'based on ASCE 7-16. Use ofbese tables ' 'assumes°hat the structure is: �1 ■ Enclosed and conforms to wind-borne debris provisions and is a regular shaped building ■,.is .of subject to across-wind loading..vortex shedding, or �,... mstabil��t , rtor does't[ ve-a_sit locatI . °for w10P INi channeling or: uffeting arrant consideratio >r .S Engineering nal psi _m eo pletl y other license engineers for project specific approve=by local authorities te having jurisdiction. FL29444.4 www.lntegrityMetaisFI.com Page 2 INTEGRITY METALS 2604 Piper St Ste B 1 Vero Beach FL 32609 MEiAL ROOFING MADE HERE (772) 584-2654 Design Load Tables: 2 2 3 Select the appropriate load table that applies to the structure in question. 2 1 1 2 Determine the design wind speed for the project 2 location. w- 2 1 2 2 3 , a.-r -4 2 2 A`'4:3: a Use the attachment method indicated for"that wmdspeed wltllin each roof'zone. 4 2 1 1 z t6 2 NOTE ASCE.7-16 and FBC 2020 adopt a 7-zone a 3 /.,2 , 3 a concept."F or the load tables below,the worst case ' r - aL HIPROOF GABL ROOF, was taken for each zone,and reported using the, `3. 1 I standard zones 1-2-3: 0%C#LEAST HDQONiALDDffN90NOR0.�,WH�EA 3531K ER.81PFNCT} � Z ' , LESS THAN ERHER4%OF LEAST HORRONTA"WNSION OR 3Ff LRW1 one 1 includes zones 1!and 1 ti ORASOETERMSDSYDESIGNOROTHER APPLIC LECCM 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 . V ` Contact the manufacturer for further information,or consult�a licensed design professional FASTENER PATTERN AT`12 O.L. ,r° Method A: Install�fasteners In 9 i .� 12 12"t'pattern (one fastener per i I rib);at:12"o.c. max NR: Consulta design professional to'assess,the � ` °z Mk 1-12"WOOD SCREW W1 propo ed�installation . SEALING WASHER ' I ' t 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 45' 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" Plywood 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: AA�A� A A A A A Zone 2:a A° • A A A A A A ° A Zone 2:�` A A "A A Zone 3:1, 'A A A A A A • A. Zone 3:1. 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 450 max slope of 45°,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 FL29444.4: 26 a IM5V on 15/32" Plywood FL29444.4: 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 3:1 A A A A A A A . A Zone 3: A A A FL29444.4 www.integrityMetalsF[.com Page 3 RECEIVED JAB! 2'® 202j. NEMO I etc. APPENDIX 1:ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE TABLE DECK APPLICATION unty TYPE DESCRIPTION PAGE 1A Wood New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 2 1B Wood New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 3 1C Wood New,Reroof(Tear-Off)or Recover C-1 Mechanically Attached Insulation,Bonded Roof Cover 3 1D Wood New,Reroof(Tear-Off)or Recover D-2 Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 4 1E Wood New or Reroof(Tear-Off) E-2 Non-Insulated,Mech.Attached Base Sheet(nails),Bonded Roof Cover 4-5 IF Wood New,Reroof(Tear-Off)or Recover E-2 Non-Insulated,Mech.Attached Base Sheet(screws&plates),Bonded Roof Cover 6 1G Wood New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 6 The following notes apply to the systems outlined herein: 1 The roof system evaluation herein 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. 2 Fasteners shall be of sufficient length for the following engagements: ➢ Wood Deck: Min.0.75-inch plywood penetration or minimum 1-inch wood plank embedment. 3 Unless otherwise noted,insulation may be any one layer or combination of FBC Approved(Local or Statewide)board(s)that meet FBC 1505 and,for foam plastic,FBC Chapter 26,when installed wit roof cover. .� j 4 Minimum 200 psi,minimum 2-inch thick FBC Approved lightweight insulating concrete may be substituted for rigid insulation board for System Types B-1,C-1,C-2,D-1 or D-2,whereby fasteners�Nd Q a el c1 through the lightweight insulating concrete to engage the structural deck. The structural deck shall be of equal or greater type,thickness and strength to the steel and structural concrete dec F iRd� decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. This is a wind uplift resistance allowance and does not pur rnon- wind-uplift-related issues,such as deck venting or moisture levels within the LWIC and the potential effect on overlying components. ppp���777 ^ 5 Preliminary insulation attachment for System Type D:Unless otherwise noted,refer to Section 2.2.10.1.3 of FM Loss Prevention Data Sheet 1-29(February 2020). w 0 6 Unless otherwise noted,insulation adhesive application rates are as follows. Ribbon or bead width is at the time of application;the ribbons/beads shall expand as noted in the manufact �si li J p.e1 s instructions. 00 .v U ➢ RESISTOBOND: Continuous 0.5 to 0.75-inch wide ribbons,max.12-inch o.c. ➢ DuPont INSTA STIK Quik Set Insulation Adhesive(INSTA STIK): Continuous 0.75 to 1-inch wide ribbons,max.12-inch o.c. O r ➢ OMG OlyBond 500: . Continuous 0.75 to 1-inch wide ribbons,max.12-inch o.c. `. /g ➢ Note:When multiple layers(s)of insulation and/or coverboard are installed in ribbon-applied adhesive,board joints shall be staggered. Z V0 ➢ Note: The maximum edge distance from the adhesive ribbon to the edge of the insulation board shall be not less than one-half the specified ribbons spacing. 7 Unless otherwise noted,all insulations are flat-stock or taper board of the minimum thickness noted. 4 8 For adhered roof insulation and board-size: Unless otherwise noted,refer to Section 2.2.10.6.2 of FM Loss Prevention Data Sheet 1-29(February 2020). 9 For mechanically attached components or partially-bonded insulation,the maximum design pressure for the selected assembly shall meet or exceed at least the Zone 1 PRIME design pressure determined in accordance with FBC Chapter 16. 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 Zone 2/3 enhancements. 10 For assemblies with all components fully bonded,the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16. No rational analysis is permitted for these systems. NEMO ETC,LLC Evaluation Report 7215.06.14-R9 for FL37084-R9 Certificate of Authorization#32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION Revision 9:09/18/2020 02019 NEMO ETC,LLC RESISTO,a division of Soprema,Inc.;(819)478-2400 Appendix 1,Page 1 of 6 O'NEMOJetc. it For mechanically attached components over existing decks,fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. Testing and analysis shall be in accordance with ANSI/SPRI FX-1 or Testing Application Standard TAS 105. 12 For bonded insulation or membrane over existing substrates in a re-roof(tear off)or recover installation,the existing deck or existing roof surface shall be examined for compatibility with the adhesive to be installed. If any surface conditions exist that bring system performance into question,field uplift testing in accordance shall be conducted on mock-ups of the proposed new roof assembly. For bonded insulation or membrane over existing substrates in a recover installation,the existing roof system shall be capable of resisting project design pressures on its own merit to the satisfaction of the Authority Having Jurisdiction,as documented through field uplift testing. Field uplift testing shall be in accordance with ASTM E907,FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124. 13 Refer to FBC 1511 for requirements and limitations regarding recover installations. For Structural Concrete Deck or Recover Applications using System Type C-1,C-2,D-1 or D-2,the insulation is optional. Alternatively,an FBC Approved insulation board or coverboard may be used as a separation layer. Board products shall be preliminarily attached priorto roof cover installation(Note 5 herein). The separator component shall be documented as meeting FBC 1505 and,for foam plastic,FBC Chapter 26,when installed with the roof cover in Recover applications. 14 Lightweight insulating concrete(LWIC)shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWIC is referenced,refer to current LWIC Product Approval for specific deck construction and limitations. Unless otherwise noted,for systems where specific LWIC is not referenced,the minimum design mix shall be 300 psi. In all cases,the minimum top-coat thickness is 2-inches. For LWIC over structural concrete,reference is made to FBC Section 1917.4.1,Point 1. For"pre-existent"LWIC references,listings were established through testing over lightweight concrete cast using only foaming agent(ASTM C896),water and Portland cement(ASTM C150),with no proprietary additives,in accordance with procedures adopted by Miami-Dade BCCO(FBC CER1592). Use of these listings in new construction or re-roof(tear-off)applications is at the discretion of the Designer or Record and Authority Having Jurisdiction. 15 For bonded membrane applications,refer to the tables herein. The following are acceptable alternates to the listed membranes. ACCEPTABLE ALTERNATES - RESISTO Product Alternate Beacon Roofing"TRI-BUILT Sand-R SA Shingle Underlayment" RESISTO LB1236 PrimeSource Building Products"Grip-Rite Eave&Valley Protector" SRS Distribution'TopShield ICE&WATER DEFENDER" 16 A slip-sheet of Modified Sopra-G or other approved ASTM D4601,Type II fiberglass base sheet may be loose laid atop the wood deck prior to the installation of overlying mechanically fastened components with no adverse effect on system performance. 17 "MDP"=Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads.Refer to FBC 1609 for determination of design wind loads TABLE 1A: WOOD DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF) SYSTEM TYPE A-1:BONDED INSULATION,BONDED ROOF COVER System Deck Base Insulation Layer Top Insulation Layer(s) Roof Cover(Note 15) MDP Attach Attach Primer No. (Note 1) Type (Notes 6,7,S) Type (Notes 6,7,S) Base Ply Ply Cap Ply (psf) APA rated,7/16 CAT,0.418 in., Min.1.5-inch RESISTOBOND, (Optional) RESISTOBOND, (Optional) (Optional) RESISTO BITUTAK MB W 1 Exposure 1 OSB,min.15/32" ACFoam RESISTO II,SOPRA- INSTA STIK or Additional INSTA STIK or RESISTO RESISTO BITUTAK SMOOTH or RESISTO APA rated plywood or nominal ISO s,H-Shield or OlyBond 500, layers(s)base OlyBond 500, EXTERIOR LB1236,self- MB SMOOTH, BITUTAK MB MINERAL, -52.5 1"T&G wood plank SOPRA-ISO r 12"o.c. insulation 12"o.c. PRIMER adhering torch-applied torch-applied APA rated,7/16 CAT,0.418 in., Min.1.5-inch RESISTOBOND, (Optional) RESISTOBOND, (Optional) (Optional) RESISTO BITUTAK MB Exposure 1 OSB,min.15/32" ACFoam II,SOPRA- INSTA STIK or Additional INSTA STIK or RESISTO RESISTO RESISTO BITUTAK SMOOTH or RESISTO W-2. APA rated plywood or nominal ISO s,H-Shield or OlyBond 500, layers(s)base OlyBond 500,6" EXTERIOR LB1236,self- MB SMOOTH, BITUTAK MB MINERAL, -105.0 1"T&G wood plank SOPRA-ISO r 6"o.c. insulation O.C. PRIMER adhering torch-applied torch-applied NEMO ETC,LLC Evaluation Report 7215.06.14-119 for FL17084-119 Certificate of Authorization#32455 7'"EDITION(2020)FBC NON-HVHZ EVALUATION Revision 9:09/18/2020 02019 NEMO ETC,LLC RESISTO,a division of Soprema,Inc.;(819)478-2400 Appendix 1,Page 2 of 6 TABLE 1B: WOOD . BONDEDSYSTEM TYPE A-2: MECHANICALLY ATTACHED ANCHOR SHEET,BONDED INSULATION, ROOF Anchor Sheet Base Insulation Layer(s) Top Insulation Layer Roof Cover(Note 15) System Deck MDP Fasteners Primer Attach Attach No. (Note i) Type Attach Type Type Base Ply Ply Cap Ply (psf) (Note 11) (Notes 6,7,8) (Notes 6,7,8) APA rated,7/16 32 ga.,1-5/8- 8-inch o.c.at 4- (Optional) RESISTO CAT,0.418 in., inch wide side Min.1.5-inch (Optional) BITUTAK MB inch diameter RESISTOBOND, RESISTOBOND, (Optional) RESISTO RESISTO Exposure 1 OSB, laps and 8-inch ACFoam II, Additional SMOOTH or tin caps with INSTA STIK or INSTA STIK or RESISTO L81236, BITUTAK MB * ga. W-3. min.15/32"APA SA Nail Base 12 o.c.at three(3) SOPRA-ISO s, OlyBond 500 OlyBond 500,layers(s) EXTERIOR self- SMOOTH, RESISTO -30.0 , rated plywood equally spaced H-Shield or base BITUTAK MB or nominal rannular ring rows in the center SOPRA-ISO r 12'o.c. insulation 12"o.c. PRIMER adhering torch- MINERAL, T&G wood plank shank nails of the sheet applied torch-applied APA rated,7/16 32 ga.,1-5/8- 6-inch o.c.at 4- (Optional) RESISTO CAT,0.418 in., inch diameter inch wide side Min.1.5-inch (Optional) BITUTAK MB (Optional) RESISTO RESISTO Exposure 1 OSB, laps and 6-inch ACFoam II, Additional SMOOTH or tin caps with INSTA STIK,12" INSTA STIK,12" RESISTO LB3236, BITUTAK MB W-4. min.15/32"APA RESISTOFLEX o.c.at three(3) SOPRA-ISO s, layers(s) RESISTO -37.5• 12 ga. O.C. O.C. EXTERIOR self- SMOOTH, rated plywood equally spaced H-Shield or base BITUTAK MB or nominal 1" annular ring rows in the center SOPRA-ISO r insulation PRIMER adhering torch- MINERAL, T&G wood plank shank nails of the sheet applied torch-applied APA rated,7/16 32 ga.,1-5/8- 6-inch o.c.at 4- (Optional) RESISTO CAT,0.418 in., inch diameter inch wide side Min.M-inch (Optional) BITUTAK MB (Optional) RESISTO RESISTO Exposure 1 OSB, tin caps with INSTA STIK,6"laps and 6-inch ACFoam II, INSTA STIK,6" Additional RESISTO L81236, BITUTAK MB SMOOTH or W-5. min.15/32"APA RESISTOFLEX o.c.at four(4) SOPRA-ISO s, layers(s) RESISTO -75.0 12 ga. O.C. O.C. EXTERIOR self- SMOOTH, rated plywood equally spaced H-Shield or base BITUTAK MB or nominal 1" annular ring rows in the center SOPRA-ISO r insulation PRIMER adhering torch- MINERAL, T&G wood plank shank nails of the sheet applied torch-applied TABLE IC: WOOD DECKS—NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER SYSTEM TYPE C-1: MECHANICALLY ATTACHED INSULATION,BONDED ROOF COVER Top Insulation Layer Roof Cover(Note IS) System Deck Base Insulation MDP No. (Note 1) (Note 13) Type Fasteners Attach Primer Base Ply Ply Cap Ply (psf) (Note 11) Min.15/32-inch Soprema#12 DP (Optional) (Optional)One or more Min.1.5-inch ACFoam II, APA rated Fasteners with 1 per 1.6 RESISTO SA Smooth Ply SA Cap GR or SA Cap FR W-6. layers,any SOPRA-ISO s,H-Shield, x None ' -67.5 plywood at max. combination,loose laid SOPRA-ISO r Soprema 3"Metal ft EXTERIOR 40 GR' 24-inch spans Insulation Plates PRIMER Min.15/32-inch (Optional)One or more Min.1.5-inch ACFoam II, RESISTO Soprema#12 DP (Optional) (Optional) RESISTO BITUTAK MB APA rated Fasteners with 1 per 1.6 RESISTO RESISTO BITUTAK SMOOTH or RESISTO layers,any SOPRA-ISO s,H-Shield, z LB3236,self- -67.5 plywood at max. combination,loose laid SOPRA-ISO r Soprema 3"Metal ft EXTERIOR adhering MB SMOOTH, BITUTAK MB MINERAL, 24-inch spans Insulation Plates PRIMER torch-applied torch-applied' NEMO ETC,LLC Evaluation Report 7215.06.14-R9 for FL17084-R9 Certificate of Authorization#32455 1m EDITION(2020)FBC NON-HVHZ EVALUATION Revision 9:.09/18/2020 ©2019 NEMO ETC,LLC RESISTO,a division of Soprema,Inc.;(819)478-2400 Appendix 1,Page 3 of 6 0"NEMOjetc. ... DECKS—NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER BONDEDSYSTEM TYPE D-2: INSULATED,MECHANICALLY ATTACHED BASE SHEET, ROOF Base Sheet Roof Cover(Note 15) System Insulation Layer(s) MOP No. Deck(Note 1) Fasteners (Note 13) Type Attach Base Ply Ply Cap Ply, (Psf) (Note 11) APA rated,7/16 CAT,0.418 One or more layers,min. Trufast#12 DP with 8-inch o.c.at the 4-inch laps (Optional) RESISTO BITUTAK MB in.,Exposure 1 OSB,min. SA Nail RESISTO LB1236, RESISTO BITUTAK SMOOTH or RESISTO W 8' 15/32"APA rated plywood or loose-lnch,aid any combination, Base Trufast 3"Metal and ll inch spaced at three rows self-adhering MB SMOOTH, BITUTAK MB MINERAL, 82.5 nominal 1"T&G wood plank loose-laid Insulation Plates equally spaced center rows torch-applied torch-applied APA rated,7/16 CAT,0.418 One or more layers,min. Trufast#12 DP with 8-inch o.c.at the 4-inch laps (Optional) (Optional) RESISTO BITUTAK MB in.,Exposure 1 OSB,min. MODIFIED RESISTO BITUTAK RESISTO BITUTAK SMOOTH or RESISTO W 9' 15/32"APA rated plywood or loose-lnch,aid any combination, SOPRA-G Trufast 3"Metal and ll inch spaced at three rows MB SMOOTH, MB SMOOTH, BITUTAK MB MINERAL, 120.0 nominal 1"T&G wood plank loose-laid Insulation Plates equally spaced center rows torch-applied I torch-applied I torch-applied TABLE IE: WOOD DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF) SYSTEM TYPE E-2: NON-INSULATED,MECHANICALLY ATTACHED BASE SHEET(NAILS),BONDED ROOF COVER Base Sheet Roof Cover(Note 15) System Deck Note 1 MDP No. ( ) Base Fasteners Primer (Note 11) Attach Base Ply Primer Ply Cap Ply (Psf) 32 ga.,1-5/8-inch 8-inch o.c.at 4-inch wide (Optional) APA rated,7/16 CAT, SA Nail diameter tin caps with side laps and 8-inch o.c.at RESISTO RESISTO BITUTAK RESISTO BITUTAK MB W-10. 0.418 in.,Exposure 1 three(3)equally spaced None LB1236,self- None SMOOTH or RESISTO BITUTAK -30.0' OSB Base 12 ga.annular ring rows in the center of the adhering MB SMOOTH, MB MINERAL,torch-applied shank nails sheet torch-applied Min.7/16-inch OSB or SOPRA-G 32 ga.,1-5/8-inch 6-inch o.c.at the 4-inch RESISTO RESISTO W-11. min.15/32-inch APA or diameter tin caps with laps and 6-inch o.c.at four EXTERIOR SA Base EXTERIOR None SA Cap GR or SA Cap FR GR -37.5• rated I ood MODIFIED 11 ga.annular ring (4).equally spaced, P SOPRA-G shank nails staggered center rows PRIMER PRIMER 32 ga.,1-5/8-inch 7-inch o.c.at the 4-inch RESISTO RESISTO Min.19/32-inch APA diameter tin caps with laps and 7-inch o.c.at W-12. SOPRA-G EXTERIOR SA Base EXTERIOR None SA Ca GR or SA Ca FR GR 37.5 rated plywood it ga.annular ring three(3),equally spaced, P p PRIMER PRIMER shank nails staggered center rows 32 ga.,1-5/8-inch 8-inch o.c.at the 4-inch W-13. Min.15/32-inch APA SA Nail diameter tin caps with laps and 8-inch o.c.at None (Optional)SA None None SA Cap GR or SA Cap FR GR -45.0 rated plywood Base 11 ga.annular ring three(3),equally spaced, Smooth Ply 40 shank nails staggered center rows 32 ga.,1-5/8-inch 8-inch o.c.at the 4-inch RESISTO (Optional) RESISTO BITUTAK MB W-14. Min.15/32-inch APA SA Nail diameter tin caps with laps and 8-inch o.c.at RESISTO BITUTAK rated plywood Base 11 ga.annular ring three(3),equally spaced, None a ,self- None MB SMOOTH, SMOOTH or RESISTO BITUTAK 45.0 adhering shank nails staggered center rows adhering MB MINERAL,torch-applied gg torch-applied NEMO ETC,LLC Evaluation Report 7215.06.14-R9 for FL17084-R9 Certificate of Authorization N32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION Revision 9:09/18/2020 ©2019 NEMO ETC,LLC RESISTO,a division of Soprema,Inc.;(819)478-2400 Appendix 1,Page 4 of 6 .r TABLE 1E: DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF) BONDEDSYSTEM TYPE E-2: NON-INSULATED,MECHANICALLY ATTACHED BASE SHEET(NAILS), ROOF Base Sheet Roof Cover(Note 15). System Deck(Note 1) Fasteners Primer MDP No. .Base Attach Base:Ply, Primer Ply Cap Ply (Psfl (Note 11) 32 ga.,1-5/8-inch 6-inch o.c.at the 4-inch Min.15/32-inch OSB RESISTO RESISTO W-15. or min.15/32-inch SOPRA-G diameter tin caps with laps and 6-inch o.c.at four EXTERIOR SA Base EXTERIOR None SA Cap GR or SA Cap FR GR -45.0 APA rated plywood 11 ga.annular ring (4),equally spaced, PRIMER PRIMER shank nails staggered center rows 32 ga.,1-5/8-inch 6-inch o.c.at the 4-inch (Optional) RESISTO RESISTO BITUTAK MB Min.15/32-inch APA SA Nail diameter tin caps with laps and 6-inch o.c.at four RESISTO BITUTAK W-16. rated plywood Base 12 ga.annular ring (4),equally spaced, None adhering ,self- None MB SMOOTH, SMOOTH or RESISTO BIplied -52.5 shank nails staggered center rows adhering torch-applied MB MINERAL,torch-applied Min.19/32-inch APA 32 ga.,1-5/8-inch 8-inch o.c.at the 4-inch rated plywood or SA Nail diameter tin caps with laps and 8-inch o.c.at (Optional)SA W-17. nominal 1"T&G wood Base 11 ga.annular ring three(3);equally spaced None Smooth Ply 40 None None SA Cap GR or SA Cap FR GR 60.0 plank shank nails center rows Min.19/32-inch APA 32 ga.,1-5/8-inch 8-inch o.c.at.the 4-inch (Optional) RESISTO ' RESISTO BITUTAK MB rated plywood or SA Nail diameter tin caps with laps and 8-inch o.c.at RESISTO BITUTAK W-18. nominal 1"T&G wood Base 11 ga.annular ring three(3),equally spaced None a ,self- None MB SMOOTH, SMOOTH or RE BITUTAK 60.0 dheri plank shank nails center rows adhering torch-applied MB MINERAL,torch-applied rch-applied APA rated,7/16 CAT, GAP (Optional) 6-inch o.c.at the 3-inch (Optional) 0.418 in.,Exposure 1 Organic RESISTO RESISTO BITUTAK MB Simplex MAXX Cap laps and 6-inch o.c.at RESISTO BITUTAK W-19. OSB or min.15/32- Base None BITUTAK MB None SMOOTH or RESISTO BITUTAK -60.0 inch APA rated Sheet Fastener three(3),equally spaced SMOOTH, MB SMOOTH, MB MINERAL,torch-applied plywood (#43) center rows torch-applied torch-applied Min.19/32-inch APA 32 ga.,1-5/8-inch 6-inch o.c.-at the 4-inch rated plywood or SA Nail diameter tin caps with laps and 6-Inch o.c.at (Optional)SA W-20. nominal 1"T&G wood .Base 0.120"x 1.25"ring three(3),equally spaced None Smooth Ply 40 None None SA Cap GR or SA Cap FR GR -90.0 plank shank roofing nails center rows Min.19/32-inch APA 32 ga.,1-5/8-inch 6-inch o.c.at the 4-inch (Optional) RESISTO RESISTO BITUTAK MB rated plywood or SA Nail diameter tin caps with laps and 6-inch o.c.at RESISTO BITUTAK W-21. nominal 1"T&G wood Base 0.120"x 1.25"ring three(3),equally spaced None a ,self- None MB SMOOTH, SMOOTH.or RE BITUTAK -90.0 dheri plank shank roofing nails center rows adhering torch-applied MB MINERAL,torch-applied rch-applied Min.19/32-inch APA 32 ga.,1-5/8-inch 4-inch o.c.at the 4-Inch rated plywood or SA Nail diameter tin caps with laps and 4-inch o.c.at four (Optional)SA W-22. nominal 1"T&G wood Base 0.120"x 1.25"ring (3),equally spaced center None Smooth Ply 40 None None SA Cap GR or SA Cap FR GR -105.0 plank shank roofing nails rows Min.19/32-inch APA 32 ga.,1-5/8-inch 4-inch o.c.at the 4-inch (Optional) RESISTO RESISTO BITUTAK MB rated plywood or SA Nail diameter tin caps with laps and 4-inch o.c.at four RESISTO BITUTAK W-23. nominal 1"T&G wood Base 0.120"x 1.25"ring (3),equally spaced center None adhering ,self- None MB SMOOTH, SMOOTH or RESISTO BITUTAK 105.0 lank shank roofing nails rows adhering torch-a lied MB MINERAL,torch-applied P g PP, NEMO ETC,LLC Evaluation Report 7215.06.14-R9 for FL17084-119 Certificate of Authorization N32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION Revision 9:09/18/2020 ©2019 NEMO ETC,LLC RESISTO,a division of Soprema,Inc.;(819)478-2400 Appendix 1,Page 5 of 6 NEnno�etc. TABLE IF: ... . ..RECOVER SYSTEM TYPE E-2: NON-INSULATED,MECHANICALLY ATTACHED BASE SHEET(SCREWS&PLATES),BONDED ROOF Base Sheet Roof Cover(Note 15) System Note 1 MDP Deck No. ( ) Base Fasteners Attach Primer Base Ply Primer Ply Cap Ply (psf) (Note 11) Min.19/32-inch APA Trufast#12 DP with 8-inch o.c.at the 4-inch laps rated plywood or SA Nail (Optional)SA W-24. nominal 1"T&G wood Base Trufast 3"Metal and 8-inch o.c.at three(3), None Smooth Ply 40 None None SA Cap GR or SA Cap FR GR -127.5 plank Insulation Plates equally spaced center rows Min.19/32-inch APA (Optional) Trufast#12 DP with 8-inch o.c,at the 4-inch laps RESISTO RESISTO BITUTAK MB rated plywood or SA Nail RESISTO BITUTAK W-25. Trufast 3"Metal and 8-inch o.c.at three(3), None LB1236,self- None SMOOTH or RESISTO BITUTAK -127.5 nominal 1"T&G wood Base Insulation Plates equally spaced center rows adhering MB SMOOTH, MB MINERAL,torch-applied plank torch-applied TABLE IG:WOOD .ECKS-NEW CONSTRUCTION e•REROOF • SYSTEM TYPE F:NON-INSULATED,BONDED ROOF COVER System Deck(Notes 1&12) Primer Roof Cover(Note 15) MDP(psf) No. Base Ply Primer Ply Cap Ply Min.7/16-inch APA rated OSB or min. RESISTO EXTERIOR RESISTO EXTERIOR W 26. 15/32-inch APA rated plywood PRIMER SA Base PRIMER None SA Cap GR or SA Cap FR GR 45.0 W-27. Min.15/32-inch APA rated OSB None SA Smooth Ply 40 None None SA Cap GR or SA Cap FR GR -67.5 W-28. Min.15/32-inch APA rated OSB RESISTO EXTERIOR SA Smooth Ply 40 None None SA Cap GR or SA Cap FR GR -75.0 PRIMER APA rated,7/16 CAT,0.418 in.,Exposure (Optional)RESISTO RESISTO LB1236, (Optional)RESISTO BITUTAK RESISTO BITUTAK MB SMOOTH or RESISTO W 29 None 1 OSB,min.15/32"APA rated plywood EXTERIOR PRIMER self-adhering MB SMOOTH,torch-applied BITUTAK MB MINERAL,torch-applied -97.5 I p W-30. Min.15/32-inch APA rated plywood None SA Smooth Ply 40 None None SA Cap GR or SA Cap FR GR -105.0 W-31. Min.15/32-inch APA rated plywood RESISTO EXTERIOR SA Smooth Ply 40 None None SA Cap GR or SA Cap FR GR -112.5 PRIMER W-32. Nominal 1"T&G wood plank (Optional)RESISTO RESISTO LB1236, None (Optional)RESISTO BITUTAK RESISTO BITUTAK MB SMOOTH or RESISTO -135.0 EXTERIOR PRIMER self-adhering MB SMOOTH,torch-applied BITUTAK MB MINERAL,torch-applied `— zz m n m i� rn C o 0 .Z 3 m NEMO ETC,LLC Evaluation Report 7215.06.14-R9 for FL17084-119 Certificate of Authorization#32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION Revision 9:09/18/2020 02019 NEMO ETC,LLC RESISTO,a division of Soprema,Inc.;(819)478-2400 Appendix 1,Page 6 of 6