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m Business & Professional Regulation fi?e, copy '!t a BCIS Home I Log In I User Registration I Hot Topics Submit Surcharge Sta[s a IF�[i CIS Site Map Links Search a zo`� �y V f7 d1bProduct Approval ej"Y 14 j F_V �._ r 4 USER:Public User CODE COMPLIANCE Product Approval Menu>Product or Application Search>Application Vat COl1 N Y ST L CIE I,OFFICE OF THE BOCC 4ziti, Search Criteria Refine Search Code Version 2020 FL# ALL Application Type ALL Product Manufacturer RESISTO,a division of Soprema,Inc. Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results-Applications FL# Typg Manufacturer Validated By Status FL17084-R30 Revision RESISTO,a division of Soprema,Inc. John W. Knezevich, PE Approved History Category: Roofing (954) 772-6224 Subcategory: Modified Bitumen Roof System FL27152-R3 Revision RESISTO,a division of Soprema, Inc. John W. Knezevich, PE Approved History Category: Roofing (954) 772-6224 Subcategory: Modified Bitumen Roof System -Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.CC2pyrig 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: ® W ® -___ Credit Card Safe L NEMO I etc. Certificate of Authorization#32455 353 Christian Street, Unit#13 Oxford, CT 06478 (203) 262-9245 ENGINEER EVALUATE TEST CONSULT EVALUATION • RESISTO a division of soprema,Inc. Evaluation Report 7215.06.14-1110 RESISTO. 1640 rue Haggerty FL17084-R10 Drummondville, QC J2C 5P8 Canada Date of Issuance:06/20/2014 (819)478-2400 Revision 10: 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 7eh Edition(2020) Florida Building Code sections noted herein. DESCRIPTION: RESISTO Modified Bitumen Roof Systems LABELING: Labeling shall be in accordance with the requirements of 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 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 NEMO ETC, LLC of any changes to the product(s), the Quality Assurance or the production facility location(s). NEMO 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 4, plus a 6-page Appendix. Prepared by: `..)"cntvrn,r.,. Robert J.M. Nieminen P.E. "'" - ` '•=` t r.•-�• The facsimile seal appearing was authorized by Robert Nieminen,P.E. Florida Registration No.59166,Florida DCA ANE1983 '•�s�; ', on 12/16/2020. This does not serve as 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 NEW 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 NEW ETC,LLC ONEMOletc. ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Modified Bitumen Roof Systems Compliance Statement: RESISTO Modified Bitumen Roof Systems,as produced by RESISTO,a division of Soprema, Inc., have demonstrated compliance with the following sections of the 71 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 1504.6 Physical properties ASTM G155 2013 1504.7 Impact resistance FM 4470 2016 1507.6.3 Material standard ASTM D1970 2015 1507.10.2 Material standard ASTM D4601 2012 1507.11.2 Material standard ASTM D6163 2015 1507.11.2 Material standard ASTM D6222 2011 3. REFERENCES: Knfty Examination Reference Date ERD(TST6049) ASTM D6163 S35860.05.12-1-R2 03/14/2013 ERD(TST6049) ASTM D1970 544870.04.14-1 and-4 04/10/2014 ERD(TST6049) FM 4474 S47190.06.14-2 06/20/2014 ERD(TST6049) ASTM D1970 SOPC-SC8970.15 07/22/2015 ERD(TST6049) FM 4474 SOPC-SC9315.07.15 07/22/2015 ERD(TST6049) ASTM D1970 SOPC-SC8970.08.15 08/31/2015 ERD(TST6049) ASTM D6163 S43400.08.14-5-R1 05/03/2017 FM Approvals(TST1867) FM 4470 3BSAO.AM 01/08/1998 FM Approvals(TST1867) FM 4470 797-08591-267 08/14/2013 NEMO(TST6049) ASTM D6163 4S-SOPC-18-003.11.18 01/14/2019 NEMO(TST6049) Criticality 4i-SOPC-I9-SSCRT-02.A 10/16/2019 NEMO(TST6049) FM 4474 4a-S0PC-I9-LSWUS-01.A 03/10/2020 NEMO(TST6049) ASTM D4601 4q-SOPC-20-SSMBB-01.A 03/25/2020 NEMO(TST6049) FM 4474 4a-S0PC-20-LSWUS-01.A 09/15/2020 PRI(TST5878) FM 4474 SOP-089-02-01 07/22/2016 PRI-CMT(TST5878) ASTM D6222 PRS-026-02-01 10/28/2016 PRI(TST5878) FM 4474 SOP-104-02-01 10/31/2016 PRI(TST5878) ASTM D4601 SOP-105-02-01 11/28/2016 PRI(TST5878) Criticality(TAS 117) SOP-080-02-02 12/16/2016 PRI(TST5878) FM 4474 SOP-119-02-01 04/14/2017 PRI(TST5878) FM 4474 SOP-128-02-01 08/18/2017 UL LLC (QUA9625) Quality Control Service Confirmation 05/30/2018 UL LLC (QUA9625) Quality Control Florida BCIS Current NEMO ETC,LLC Evaluation Report 7215.06.14-R30 Certificate of Authorization#32455 7'"EDITION(2020)FBC NON-HVHZ EVALUATION FL17084-R10 RESISTO,a division of Soprema,Inc. Revision 10:12/16/2020 Page 2 of 4 ONEMOletc. 4. PRODUCT DESCRIPTION: 4.1 This Evaluation Report covers RESISTO Modified Bitumen Roof Systems installed in accordance with RESISTO published installation instructions and the Limitations / Conditions of Use herein. The following RESISTO membranes make up the subject systems. TABLE 1:ROLL-GOODS FOR MODIFIED BITUMEN ROOF SYSTEMS Type Product Material Standard Plant(s) Reference Type Grade MODIFIED SOPRA-G ASTM D4601 II N/A OH Base Sheets RESISTOFLEX ASTM D4601 II N/A MS,OH SA Nail Base ASTM D4601 II N/A MS RESISTO LB1236 ASTM D1970 N/A N/A MS,OH,QC Beacon Roofing"TRI-BUILT Sand-R ASTM D1970 N/A N/A MS,OH,QC SA Shingle Underlayment" PrimeSource Building Products ASTM D1970 N/A N/A MS,OH,QC "Grip-Rite Eave&Valley Protector" Base Ply SRS Distribution"TopShield ICE& WATER DEFENDER" ASTM D1970 N/A N/A MS,OH,QC SA Smooth Ply 40 ASTM D1970 N/A N/A QC SA Base ASTM D6163 I S OH,QC BITUTAK MB SMOOTH ASTM D6222 I S MO SA Cap GR ASTM D6163 I G OH Cap Ply SA Cap FR GR ASTM D6163 I G OH BITUTAK MB SMOOTH ASTM D6222 I S MO BITUTAK MB MINERAL ASTM D6222 I G MO 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 This Evaluation Report does not include evaluation of roof edge termination. Refer to FBC 1504.5 for requirements and limitations regarding edge securement for low-slope roofs. 5.6 Refer to FBC 1511 for requirements and limitations regarding recover installations. 5.6.1 For mechanically attached components over existing roof 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 shall be in accordance with ANSI/SPRI FX-1 or Testing Application Standard TAS 105. 5.6.2 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 with ANSI/SPRI IA-1,ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124 shall be conducted on mock-ups of the proposed new roof assembly. NEMO ETC,LLC Evaluation Report 7215.06.14-R10 Certificate of Authorization#32455 7T"EDITION(2020)FBC NON-HVHZ EVALUATION FL17084-R10 RESISTO,a division of Soprema,Inc. Revision 10:12/16/2020 Page 3 of 4 L ONEMOletc. 5.6.3 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 in accordance with ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124. 5.7 Refer to Appendix 1 for system attachment requirements for wind load resistance. 5.7.1 "MDP"=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 FBC 1609 for determination of design wind loads. 5.7.2 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. 5.7.3 For assemblies with all components fully bonded in place,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. 5.8 All components in the roof assembly shall have quality assurance audit in accordance with F.A.C. Rule 61G20-3. Refer to the Product Approval of the component manufacturer for components listed in Appendix 1 that are produced by a Product Manufacturer other than the report holder on Page 1 of this Evaluation Report. RESISTO Modified Bitumen Roof Systems shall be installed in accordance with RESISTO published installation instructions,subject to the Limitations/Conditions of Use noted herein. 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 CIA requirements. Refer to Section 4 herein for products and production locations having met codified material standards. 9. QUALITY AssuRANCE ENTITY: UL LLC—QUA9625;(414)248-6409, karen.buchmann@ul.com -THE SIX(6)PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT- NEMO ETC,LLC Evaluation Report 7215.06.14-1110 Certificate of Authorization#32455 7T"EDITION(2020)FBC NON-HVHZ EVALUATION FL17084-R10 RESISTO,a division ofSoprema,Inc. Revision 10:12/16/2020 Page 4 of 4 ONEMO I etc. APPENDIX 1:ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE TABLE DECK APPLICATION 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 1F 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 with the roof cover. 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 are installed 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 deck listings. Roof 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 purport to address non- wind-uplift-related issues,such as deck venting or moisture levels within the LWIC and the potential effect on overlying components. 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). 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 manufacturer's published instructions. 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. CMG OlyBond 500: Continuous 0.75 to 1-inch wide ribbons,max.12-inch o.c. v Note:When multiple loyers(s)of insulation and/or coverboard are installed in ribbon-applied adhesive,board joints shall be staggered. ➢ 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. 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 7215.06.14-1110 for FL17084-R10 Certificate of Authorization#32455 7T"EDITION(2020)FBC NON-HVHZ EVALUATION Revision 10:12/16/2020 02019 NEMO ETC,LLC RESISTO,a division of Soprema,Inc.;(819)478-2400 Appendix 1,Page 1 of 6 ONEMOletc. 11 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 prior to 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 IA: 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 1S) MDP No. (Note 1) Type Attach Type Attach Primer Base Ply Ply Cap Ply (psf) (Notes 6,7,8) (Notes 6,7,8) APA rated,7/16 CAT,0.418 in., Min.1.5-inch RESISTOBOND, (Optional) RESISTOBOND, (Optional) RESISTO (Optional) BITUTAK MB SMOOTH Exposure 1 OSB,min.15/32" ACFoam II,SOPRA- INSTA STIK or Additional INSTA STIK or RESISTO BITUTAK MB W 1 APA rated plywood or nominal ISO s,H-Shield or OlyBond 500, layers(s)base OlyBond 500, EXTERIOR a ,self SMOOTH,torch- or BITUTAK MB 52.5 dheri 1"T&G wood plank SOPRA-ISO r 12"o.c. insulation 12"o.c. PRIMER adhering applied MINERAL,torch-applied APA rated,7/16 CAT,0.418 in., Min.1.5-inch RESISTOBOND, (Optional) RESISTOBOND, (Optional) RESISTO (Optional) BITUTAK MB SMOOTH Exposure 1 OSB,min.15/32" ACFoam 11,SOPRA- INSTA STIK or Additional INSTA STIK or RESISTO BITUTAK MB W 2 APA rated plywood or nominal ISO s,H-Shield or OlyBond 500, layers(s)base OlyBond 500,6" EXTERIOR a ,self- SMOOTH,torch- or BITUTAK MB 105.0 dheri 1"T&G wood plank SOPRA-ISO r 6"o.c. insulation O.C. PRIMER adhering applied MINERAL,torch-applied NEMO ETC,LLC Evaluation Report 7215.06.14-R10 for FL17084-R10 Certificate of Authorization#32455 7T"EDITION(2020)FBC NON-HVHZ EVALUATION Revision 10:12/16/2020 02019 NEMO ETC,LLC RESISTO,a division of Soprema,Inc.;(819)478-2400 Appendix 1,Page 2 of 6 ONEMOjetc. TABLE IB: WOOD DECKS SYSTEMTYPEA-2: MECHANICALLY ATTACHED ANCHOR SHEET,BONDED INSULATION,BONDED ROOF COVER System Deck Anchor Sheet Base Insulation Layer(s) Top Insulation Layer Roof Cover(Note 15) MOP Fasteners Attach Attach Primer No. (Note 1) Type (Note 11) Attach Type (Notes 6,7,$) Type (Notes 6,7,9) Base Ply Ply Cap Ply (psf) APA rated,7/16 32 ga.,1-5/8- 8-inch o.c.at 4- CAT,0.418 in., inch diameter RESISTOBOND, RESISTOBOND, (Optional) RESISTO inch wide side Min.1.5-inch (Optional) (Optional) BITUTAK MB tin caps with INSTA STIK or INSTA STIK or RESISTO L81236, Exposure 1 OSB, laps and 8-inch ACFoam Il, Additional BITUTAK MB SMOOTH or 12 ga. Olyeond 500, OlyBond 500, EXTERIOR self- W-3. min.15/32"APA SA Nail Base o.c.at three(3) SOPRA-ISO s, layers(s) SMOOTH, BITUTAK MB -30.0„ rated plywood equally spaced H-Shield or base torch- MINERAL, or nominal 1" annular ring rows in the center SOPRA-ISO r 12 o.c. 12"insulation o.c. PRIMER adhering applied torch-applied T&G wood plank shank nails of the sheet APA rated,7/16 32 ga.,1-5/8- 6-inch o.c.at 4- CAT,0.418 in., inch diameter (Optional) RESISTO inch wide side Min.1.5-inch (Optional) (Optional) BITUTAK MB Exposure 1 OSB, tin caps with INSTA STIK,12" INSTA STIK,12" RESISTO LB1236,laps and 6-inch ACFoam ll, Additional BITUTAK MB SMOOTH or 12 ga. O.C. O.C. EXTERIOR self- W-4. min.15/32"APA RESISTOFLEX o.c.at three(3) SOPRA-ISO s, layers(s) SMOOTH, BITUTAK MB -37.5* rated plywood equally spaced H-Shield or base torch- MINERAL, or nominal 1" annular ring rows in the center SOPRA-ISO r insulation PRIMER adhering applied torch-applied T&G wood plank shank nails of the sheet APA rated,7/16 32 ga.,1-5/8- 6-inch o.c.at 4- CAT,0.418 in., inch diameter (Optional) RESISTO inch wide side Min.1.5-inch (Optional) (Optional) BITUTAK MB Exposure 1 OSB, tin caps with INSTA STIK,6" INSTA STIK,6" RESISTO LB1236,laps and 6-inch ACFoam II, Additional BITUTAK MB SMOOTH or 12 ga. O.C. O.C. EXTERIOR self- W-5. min.15/32"APA RESISTOFLEX o.c.at four(4) SOPRA-ISO s, layers(s) PRIMER adhering SMOOTH, BITUTAK MB -75.0 rated plywood equally spaced H-Shield or base torch- MINERAL, or nominal 1" annular ring rows in the center SOPRA-ISO r insulation applied torch-applied T&G wood plank shank nails of the sheet 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 15) 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 FIRW 6' None plywood at max. layers,any SOPRA-ISO s,H-Shield, Soprema 3"Metal ftZ EXTERIOR 40 GR 67.5 24-inch spans combination,loose laid SOPRA-ISO r Insulation Plates PRIMER Min.15/32-inch Soprema#12 OP (Optional) (Optional) (Optional)One or more Min.1.5-inch ACFoam 11, RESISTO BITUTAK MB SMOOTH APA rated Fasteners with 1 per 1.6 RESISTO BITUTAK MB W-7. layers,any SOPRA-ISO s,H-Shield, 2 LB1236,self- or BITUTAK MB -67.5 plywood at max. Soprema 3"Metal ft adhering EXTERIOR SMOOTH,torch- MINERAL,torch applied 24-inch spans combination,loose laid SOPRA-ISO r Insulation Plates PRIMER applied MEMO ETC,LLC Evaluation Report 7215.06.14-1110 for FL17084-R10 Certificate of Authorization#32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION Revision 10:12/16/2020 02019 NEW ETC,LLC RESISTO,a division of Soprema,Inc.;(819)478-2400 Appendix 1,Page 3 of 6 ONEMOjetc. _ TABLE ID: ... . .. .. RECOVER BONDEDSYSTEM TYPE D-2: INSULATED,MECHANICALLY ATTACHED BASE SHEET, ROOF COVER Base Sheet Roof Cover(Note 15) System Deck Note 1 Insulation Layer(s) MDP No. ( ) (Note 13) Type Fasteners Attach Base Ply Ply Cap Ply (Psf) (Note 11) APA rated,7/16 CAT,0.418 (Optional) One or more layers,min. Trufast#12 DP with 8-inch o.c.at the 4-inch laps BITUTAK MB SMOOTH in.,Exposure 1 OSB,min. SA Nail RESISTO LB1236, BITUTAK MB W-8. 1-inch,any combination, Trufast 3"Metal and 8-inch o.c.at three(3), or BITUTAK MB -82.5 nominal 1"T&G wood plank Base applied APA rated plywood loose-laid Insulation Plates equally spaced center rows self-adhering SMOOTH,torch- MINERAL,torch-applied nomin APA rated,7/16 CAT,0.418 (Optional) (Optional) One or more layers,min. Trufast#12 DP with 8-inch o.c.at the 4-inch laps BITUTAK MB SMOOTH in.,Exposure 1 OSB,min. MODIFIED BITUTAK MB BITUTAK MB W-9. 15/32"APA rated plywood or SOPRA-G SMOOTH,torch- SMOOTH,torch- 1-inch,any combination, Trufast 3"Metal and 8-inch o.c.at three(3), or BITUTAK MB -120.0 nominal 1"T&G wood plank loose-laid Insulation Plates equally spaced center rows applied applied MINERAL,torch-applied TABLE IE: WOOD DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF) SYSTEM TYPE E-2: • • BONDED ROOF COVER Base Sheet Roof Cover(Note 15) System MOP Deck(Note 1 No. ( ) Base Fasteners Primer Attach Base Ply Primer Ply Cap Ply (Psf) (Note 11) 8-inch o.c.at 4-inch wide 32 ga.,1-5/8-inch (Optional) APA rated,7/16 CAT, SA Nail diameter tin caps with BITUTAK MB side laps and 8-inch o.c.at RESISTO BITUTAK MB SMOOTH or W-10. 0.418 in.,Exposure 1 SMOOTH,torch-three(3)equally spaced None L81236,self- None BITUTAK MB MINERAL,torch- -30.0* OSB Base 12 ga.annular ring rows in the center of the adhering applied shank nails sheet 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 plywood MODIFIED 11 ga.annular ring (4),equally spaced, PRIMER PRIMER SOPRA-G shank nails staggered center rows 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 Cap GR or SA Cap FR GR -37.5 rated plywood 11 ga.annular ring three(3),equally spaced, PRIMER PRIMER shank nails staggered center rows 32 ga.,1-5/8-inch 8-inch o.c.at the 4-inch Min.15/32-inch APA SA Nail diameter tin caps with laps and 8-inch o.c.at (Optional)SA W 13. rated plywood Base 11 ga.annular ring three(3),equally spaced, None Smooth Ply 40 None None SA Cap GR or SA Cap FR GR 45.0 shank nails staggered center rows 32 ga.,1-5/8-inch 8-inch o.c.at the 4-inch (Optional) RESISTO BITUTAK MB SMOOTH or Min.15/32-inch APA SA Nail diameter tin caps with laps and 8-inch o.c.at BITUTAK MB W-14. rated plywood Base 11 ga.annular ring three(3),equally spaced, None adhering self- None SMOOTH,torch- BITUTAK MB MINERAL,torch- 45.0 adhering applied shank nails staggered center rows applied NEMO ETC,LLC Evaluation Report 7215.06.14-1110 for FL17084-R10 Certificate of Authorization#32455 7T"EDITION(2020)FBC NON-HVHZ EVALUATION Revision 10:12/16/2020 02019 NEMO ETC,LLC RESISTO,a division of Soprema,Inc.;(819)478-2400 Appendix 1,Page 4 of 6 I ONEMOjetc. TABLE IE: WOOD . SYSTEM TYPE E-2: NON-INSULATED,MECHANICALLY ATTACHED BASE SHEET(NAILS),BONDED ROOF COVER Base Sheet Roof Cover(Note 15) System MDP No. Deck(Note 1) Base Fasteners Attach Primer Base Ply Primer Ply Cap Ply (Psf) (Note 11) Min.15/32-inch OSB 32 ga.,1-5/8-inch 6-inch o.c.at the 4-inch 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 BITUTAK MB SMOOTH or Min.15/32-inch APA SA Nail diameter tin caps with laps and 6-inch o.c.at four None BITUTAK MB 52.5 BITUTAK MB MINERAL,torch- W-16. rated plywood Base 12 ga.annular ring (4),equally spaced, a ,self- None SMOOTH,torch- dheri shank nails staggered center rows adhering applied 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 BITUTAK MB SMOOTH or rated plywood or SA Nail diameter tin caps with laps and 8-inch o.c.at BITUTAK MB W 18. nominal 1"T&G wood Base 11 ga.annular ring three(3),equally spaced None adhering ,self None SMOOTH,torch- BITUTAK MB MINERAL,torch- 60.0 adhering applied plank shank nails center rows applied APA rated,7/16 CAT, GAP 6-inch o.c.at the 3-inch (Optional) (Optional) 0.418 in.,Exposure 1 Organic BITUTAK MB SMOOTH or Simplex MAXX Cap laps and 6-inch o.c.at BITUTAK MB BITUTAK MB W-19. OSB or min.15/32- Base Fastener three(3),equally spaced None SMOOTH, None SMOOTH,torch- BITUTAK MB MINERAL,torch- -60.0 inch APA rated Sheet applied plywood (#43) center rows torch applied applied Min.19/32-inch APA 32 ga.,1-5/8-inch 6-inch o.c.at the 4-inch W 20 rated plywood or SA Nail diameter tin caps with laps and 6-inch o.c.at None (Optional)SA None None SA Cap GR or SA Cap FR GR -90.0 nominal 1"T&G wood Base 0.120"x 1.25"ring three(3),equally spaced Smooth Ply 40 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 BITUTAK MB SMOOTH or rated plywood or SA Nail diameter tin caps with laps and 6-inch o.c.at BITUTAK MB W-21. nominal 1"T&G wood Base 0.120"x 1.25"ring three(3),equally spaced None adheri ,self None SMOOTH,torch- BITUTAK MB MINERAL,torch- 90.0 plank shank roofing nails center rows adhering applied 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 BITUTAK MB SMOOTH or rated plywood or SA Nail diameter tin caps with laps and 4-inch o.c.at four BITUTAK MB W-23. nominal 1"T&G wood Base 0.120"x 1.25"ring (3),equally spaced center None ahe self- None SMOOTH,torch- BITUTAK MB MINERAL,torch 105.0 dherin plank shank roofing nails rows adring applied applied NEMO ETC,LLC Evaluation Report 7215.06.14-1110 for FL17084-R30 Certificate of Authorization#32455 7T"EDITION(2020)FBC NON-HVHZ EVALUATION Revision 10:12/16/2020 02019 NEMO ETC,LLC RESISTO,a division of Soprema,Inc.;(819)478-2400 Appendix 1,Page 5 of 6 ONEMO etc.- TABLE 1F: DECKS—NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER ATTACHEDSYSTEMTYPEE-Z: NON-INSULATED,MECHANICALLY : BONDED ROOF Base Sheet Roof Cover(Note 15) System Deck(Note 1) Fasteners Primer MDP No. Base Attach 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 BITUTAK MB SMOOTH or rated plywood or SA Nail BITUTAK MB W-25. Trufast 3"Metal and 8-inch o.c.at three(3), None LB1236,self- None BITUTAK MB MINERAL,torch- -127.5 nominal 1"T&G wood Base torch- ,SMOOTH Insulation Plates equally spaced center rows adhering applied plank applied TABLE 1G: WOOD DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF) 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 I SA Base None SA Cap GR or SA Cap FR GR 45.0 plywood PRIMER PRIMER 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)BITUTAK MB BITUTAK MB SMOOTH or BITUTAK MB W 29' 1 OSB,min.15/32"APA rated I None 97.5 plywood EXTERIOR PRIMER self-adhering SMOOTH,torch-applied MINERAL,torch-applied 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 I RESISTO EXTERIOR plywood PRIMER SA Smooth Ply 40 None None SA Cap GR or SA Cap FR GR 112.5 (Optional)RESISTO RESISTO LB1236, None (Optional)BITUTAK MB BITUTAK MB SMOOTH or BITUTAK MB W 32. Nominal 1"T&G wood plank EXTERIOR PRIMER self-adhering SMOOTH,torch-applied MINERAL,torch-applied 135.0 NEMO ETC,LLC Evaluation Report 7215.06.14-1110 for FL17084-R30 Certificate of Authorization#32455 7'"EDITION(2020)FBC NON-HVHZ EVALUATION Revision 10:12/16/2020 ©2019 NEMO ETC,LLC RESISTO,a division of Soprema,Inc.;(819)478-2400 Appendix 1,Page 6 of 6 Beacon Quotation (b BEACON 701 S MARKET AVE FORT PIERCE,FL 34982-6643 Phone:(772)466-3461 Fax:(772)466-4542 Tapered System Only ,Project Informafion Project Name 1708 Angle Rd Filing Number F21-17135 Owner Name Quote ID Q210518-33 City Quote Date 05/18/2021 State FL Expires 30 DAYS Countv Bid Date 05/24/2021 08:51 AM Branch Fort Pierce FL 881 Published By Chad Rieder chad.rieder&becn.com 'Tapered Specifications Manufacturer N/A Insulation 20psi Polyiso Design Designed per the customers drawing/plans Additional Information N/A Addenda N/A Estimator Chad Rieder,(862)274-5315,chad.rieder(a becn.com 21-17135-All Sections $338.0 Area of Tapered(Sq) 3.90 Minimum Thickness 0.50 Maximum Thickness 2.13 Total Applied(Sq) 3.90 Avg R-Value 6.15 Total Handled(Sq) 5.12 Truckload Qty 0.02 •Based on 44(4x4)pallets per truckload Products Type Description Slope/LF Thickness Tapered 4.0 X 4.0 POLYISO 20 PSI TAPERED 1/8 Notes • 1)SQ BY AREA MUST BE VERIFIED BY CONTRACTOR BEFORE SHIPMENT. • 2)QUOTE IS SUBJECT TO CONTRACTOR/ARCHITECT APPROVAL. • 3)ADD SPECIFIED BASE LAYER SEPARATELY AS REQUIRED. • 4)ADD SPECIFIED OVERLAY SEPARATELY AS REQUIRED. • 5)SUMP MATERIAL IS NOT INCLUDED IN QUOTE. Page 1 /3 Project Title: 1708 Angle Rd Quote ID: Q210518-33 I � o ' M E� K�-- 13' O•• IMPORTANT NOTE-The dimension listed and areas shown on this Thumbnail represent our interpretation ofthe Tapered Insulation requirements for this project.It is the contractor's responsibility tc verify that the actual project dimensions and areas identified are consistent with our interpretation.Pleasecontact the Tapered Designer listed on this quote ASAP if any inconsistencies are discovered. BEACON ENGINEERING Project: 1708 Angle Rd Job Number: F21-17135 Page 2/3 �• ss• s" te• ta• s• s• te• ts• s• s• s• � a i Itr O to I ttr I 12' 2C I 1r 4r I ��> n �--1:1 IT I I I 18' Ls�i C7 �> Q 7 Sixteen(16) Eighteen (18) 96• 8' IT tr tr s• r IT 1r 12• r s• s• tr _i I V O U I C� I I Ir I 18• IT IT tr 1r I I D 2,V O 1 0 O r r r i I I � I I to I O O t� 1 I I Cj 1 C1 n O O C, r c Twenty(20) Twenty-Three(23) >� sc s• Ir Ir r IT IT 12• 12' s• s• I — O � ts• v I L 1 18 te• tr Ir I tr � O ----0 O O 4r 17 1 O O 4r it 18• i I O 0 O 12• 1 tr O 0 1 0 17) O 12• Twenty-Four(24) Twenty-Seven (27) W 96. 8• 1? IT 12• _G s• tr 1? 1? s• I it tr IT IT it I tr �_) U V O O 1 O O C, C i"I _, n W IT I 4r IT I O O O O O O O O j �;� O =� O IT I tr I s• _ C> O O j 0 O O O O O O j C� ��; G O Thirty (30) Thirty-Two(32) 19 ° age Firestone Attachment Guide April 12, 2021 9 Business ► Professional Regulation SCIS Home ( Log in User Registration Hot Topics Submit Surcharge Stats a Facts Pub) ons fled US BCIS Ste Map Unit Search Product Approval v J v .:,F�F_ E') t1�R:Public User ��Y�� .. . d mud ARgmval Menu>Pmdun or 6Pp„c,1ion-ScardI> L� CODE C O M P L IAVY 021 ST. L CIE CCY partment Count Search Criteria BOCC y/( U [t,�Bne Search Code Version 2020 FL# III VV t<ALL cam+ Application Type ALL Product Manufacturer POLYGLASS USA Category Roofing Subcategory Modified Bitumen Roof System Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model,Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Reaults-Appiketions .,.._............_ JEL3� Iy a Manufacturer Valilrlated sg SSE .. _.__ _ .......... FL1654-R2 i Revision POLYGLASS USA John W. Knezevich,PE Approved Histaty Category:Roofing (954)772-6224 Subcategory: Modified Bitumen Roof System 1111 FL16429-R31 #Revision POLYGLASS USA John W. Knezevich,PE Approved History {I Category:Roofing (954)772-6224 f Subcategory:Modified Bitumen Roof System FL16717-R10 Revision POLYGLASS USA Hist4LY Category:Roofing John W.Knezevich,PE Approved Subcategory:Modified Bitumen Roof System (954)772-6224 FL16718-R8 Revision POLYGLASS USA John W.Knezevich,PE Approved Category:Roofing History {954)772-6224 Subcategory:Modified Bitumen Roof System 'Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Contact us::2oD1 Blair Stone Road,7allahass�p ogo PhQM;RSD-467-1824 The State of Florida Is an AA/EEO employer.Copyright 20072013 State of floya.::Pdxacv Statement::Accessibility 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 45S,F.S.must provide the Department with an email address if they have one.The emaas provided may be used for official communication with the licensee.However email addresses are public record.!f you do not wish to supply a personal address,phase 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 cock bUL. Product Approval Accepter; O M Credit Card safe MEMO I etc. Certificate of Authorization#32455 353 Christian Street,Unit#13 Oxford,CT 06478 (203)262-9245 ENGINEER EVALUATE TEST T g _ CONSULT REPORTEVALUATION Polygiass USA,Inc. Evaluation Report P9290.02.08-112S 1111 West Newport Center Drive FL1654-1127 Deerfield Beach, FL 33442 Date of Issuance:02/11/2008 (954)233-1330 Revision 25:09/30/2020 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 71 Edition(2020)Florida Building Code sections noted herein. DESCRIPTION: Polyglass Modified Bitumen Roof Systems LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance once Agency noted g Y herein. 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 b the named client constitutes agreement P Y g nt to notify NEMO ETC, LLC of any changes to the product(s), the Quality Assurance or the production facility location(s). NEMO 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 Ietc. 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 5,plus a 94-page Appendix, Prepared by: Robertl.M.Nieminen, P.E. c•'� -V The facsimile seal appearing was Robert %6erJNa� w° y Florida Registration No.59166,Florida DCA ANE1983 ".<ti�,.,,,,,,•, Nieminen,P.E.PE on 09/30/2020. This does not serve as an electronically signed document. CERnFICATION 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. S. 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. ©2018,MEMO ETC,LLC *ONEMOjetc- EntkV am Reference to _Enft E=m Rdwam Date FM iTST1867) FM 4470 205A9.AM 06/22119" PRI(TS(75878) TAS 114 PUSA-189-02-02 OZM2017 FM MT1867) FM 4470 30DS646 01/04/2000 PM(TST5878) TAS 114 PUSA-188-02-03 02/09/2017 FM(TST1867) FM 4470 3001334 01/25/2000 I M(TST5878) TAS 114 PUSA-202-02-01 O5/17/2017 FM(TST18671 FM 4470 3001334 02/1S/2000 PRi(TST5878) TAS 114 PUSA-202-02.02 05/17/2017 FM(TST1867) FM 4470 3000857 01/12/2000 M-D(CER1592) HVHZ Various NOAs Various fM(TST1867) FM 4470 3004091 01/12fl000 M-0(CER1592) Prop.for Rev. 10-0823 10112/2010 UL(QUA9625) Qual"Control service Confirm 09/13/2018 s PRODUCT { • This Evaluation Report covers Polyglass Modified Bitumen Roof Systems installed in accordance with Polyglass USA,Inc.published installation instructions and the Limitations/Conditions of Use herein. TABLE 1:RoLL-GOODS wR Moomo BnuwN RooF SYS1•EMs TWO Product Material Standard Plant(s) Reference _Type Grade PoI lass G2 Base ASTM D4601 II N/A AL Polyflex SA Base ASTM D4601 II N/A FL Base Sheets Elastobase SA ASTM D4601 II N/A PA Elastovent ASTM D4997 N/A N/A PA PolyglaSS Base ASTM D6509 N/A N/A FL Polybond ASTM D6222 I S FL APP,Smooth-Surface Polyflex ASTM D6222 I S FL Membranes Pol kool ASTM D6222 I S FL Polybond G ASTM D6222 t G FL Polyflex G ASTM D6222 I G FL P01yflex G FR ASTM D6222 I G FL Polyfresko G ASTM D6222 I G NV APP,Granule-Surface Polyfresko_G FR ASTM D6222 1 G NV Membranes Polyflex SA P ASTM D6222 I G FL,TX Polyflex_S_A P_FR ASTM D6222 I G TX Polyfresko G SA ASTM D6222 I G NV Polyfresko G SA FR ASTM D6222 I G NV Elastoshield HT ASTM 06162 111 S FL Elastobase ASTM D6163 I S FL Elastoflex V ASTM D6163 I S FL Elastoflex SA V ASTM D6163 I S FL,PA,TX Elastoflex SA V FR ASTM D6163 I S FL,PA,TX SOS,Smooth-Surface Elastoflex SA V Plus ASTM D6163 I S FL,TX Membranes Elastoflex SA V Plus AST_M 66163 _ 1 S FL,TX Elastobase P _ FR ASTM D6164 �I S FL,TX Elastoflex SA Base HD ASTM D6164 1 S PA,TX Elastoflex 56 ASTM D6164 I S FL Elastoflex 56 HP ASTM D6164 11 S NV Pot reflect ASTM D6164 1 S FL Elastoshield HT G ASTM D6162 III G FL Elastoshield HT G FR ASTM D6162 III G FL Elastoflex V G ASTM 66163 I G FL,PA Elastoflex V G FR ASTM D6163 I G FL,PA SOS,Granule Surface Elastoflex S6 G _ ASTM D6164 I G FL,PA Membranes Elastoflex 56 G FR ASTM D61_64 I G FL Elastoshield TS G ASTM D6164 I G FL,TX Elastoshield TS G FR ASTM D6164 I G FL,TX Elastoflex SA P ASTM D6264 I G FL,TX Elastoflex SA P FR ASTM D6164 1 G FL,TX MEMO ETC,LLC EvaMation Report P9290.02.0 425 CwWftcofeofAudwimtdonA42455 7-EDITION(2020)FBC NON-HVHZ EVALUATION FL16544R27 Polygiass Modified Bitumen Roof Systems Revision 25:09/30/2020 Page 3 of 5 ONNLWoletc. TABLE If: .rr r CONSTRUCTION REROOF(TEAR-OFF) SYSTEM TYPE F:NON-INSULATED,BONDED ROOF COVER System 70eck7lNote 1} PNmer �__,_„____. Roof Cover(Note 15) MDP - Joint Treatment ( Base Ply Ply Cap Ply Sf3t-AC!111191 i BASE PLY APA rated, -- — �.....__......_.... � _ � 7/16 CAT, 058 joints are covered with 4-inch wide Mips of Elastoflex SA V,rolled into Elastoffex SA V Plus (Optional)SBS-SA,585- 58S-SA,APP-SA, P TA,APP-TA SBSTA,APP-TA W 208 0.418 in., None lace to create continuous bond. or Elastoflex SA V -52.5 Exposure 1 0S8 Plus FR W�09 Min.15/32- None None Inch plywood 56rry� (Optional)SBS-SA,585- SBS-SA,APP-SA, TA,APP-TA SBS-TA,APP-TA 90A Min.15/32- SBS-SA (Optional)SBS-SA,SBS- SBS-SA,APP-SA, -97.5 W-210 inch plywood PG100 None TA,APP-TA S8S-TA,APP-TA W 211 Min.15/32- Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus,rolled Elastoflex SA V or (Optional)SBS-SA,SBS- SBS-SA,APP-SA, inch plywood (Optional)PG100 into place to create continuous bond. Elastoflex SA V FR TA,APP-TA SBS-TA,APP-TA 97.5 W-212 Min.15/32- POLYBRITE 745 None (Optional)SBS-SA,SBS- SRS-SA,APP-SA, Inch plywood or W83000 SBS SA TA,APP-TA S8S-TA,APP-TA 105.0 Elastoflex SA V Plus _ W-213 Min.15/32- 0 tionai PGS00 Plywood joints are covered with 44nch wide strips of Elastoflex SA V Plus,rolled (Optional)SBS-SA,SBS- SBS-SA,APP-SA, inch plywood ( P ) into place to create continuous bond, or Elastoflex SA V TA,APP-TA SBS-TA,APP-TA -135.0 Plus FR Nye=SYSTEMS wr'H SELF-AcHERme APP BASE PLY: Min.15/32- W-214 inch plywood (Optional)PG100 None APP-SA-H (Optional)APP-TA APP-TA -90.0 W-215 Min.15/32- Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus,rolled APP-SA-H (Optional)APP-TA APP-TA -135.0 inch plywood (Optional}PG100 into place to create continuous bond. Ifteam SYSTEMS wrfH SELF-AamtmG SRS BASE PLY: - — -- W-216 Min.1ywo None None SBS-SA-H inch plywood (Optional)585-TA SBS-TA -90.0 W 217 Min.15/32- PG10O None SAS-SA-H Inch plywood (Optional)SBSTA SBS TA 97.5 W 218 Min.15/32- Plywood joints are covered with 44nch wide strips of Elastoflex SA V Plus,rotted SBS SA H loch plywood {Optional)PG100 into place to create continuous bond. (Optional}SBS-TA SBS-TA 97.5 Min.15/32- POLYBRITE 745 SBS-SA-H (Optional)S8S-TA SBS-TA -105.0 W-219 inch plywood or W83000 None ) MEMO ETC,LLC Evaluation Report P9290.02.08-1125 for FL1654-R27 Certificate of Authorization#32455 7-EDITION(2020)FBC NON-HVH2 EVALUATION Revision 25:09/30/2020 02018 NEMO ETC,LLC Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 37 of 94 `