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HomeMy WebLinkAboutRevisions OFFICE USE ONLY: L� DATE FILED: !� 'a� PERMIT REVISION FEE: File Copy RECEIPT# PLANNING & DEVELOPMENT SERVICES BUILDING&CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE,FL 34982-5652 (772)462.1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATION/SITE ADDRESS: 5103 �3i�c1-� 1�.r�ve ��ori- Pierce FL 3y982 DETAILED DESCRIPTION OF PROJECT REVISIONS: CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: ST. LUCIE CO CERT. #: BUSINESS NAME: QUALIFIERS NAME: ADDRESS: CITY: STATE: ZIP: PHONE(DAYTIME): FAX: OWNER/BUILDER INFORMATION: NAME: ADDRESS: CITY: STATE: f-L ZIP: 3y9$z PHONE(DAYTIME: Z-ss 9-(.-4 o 4 FAX: ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: :;, �� a ZIP: PHONE(DAYTIME): `<-t tl SLCCC: 9123109 Revised 06130/17 �+ '� e RECEIVED MAR 0 4 2021 File Copy NEM0 I etc. Permitting d2,7artn,enz Certificate of Authorization#32455 St. Lucie county a. ^'�� n ' ,1r�3 Christian Street, Unit#13 VIEWED FOR� Oxford(203) 262-9245 ENGINEER EVALUATE CODE COMBLIANCE CONSULT RESISTO a division of Sop►emo,In Bey ]�aluation 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 7th 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 MEMO 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: „1m•un, , v. Robert J.M.Nieminen PE z . . -; ; The facsimile seal appearing was authorized by Robert Nieminen,P.E. Florida Registration No.59166,Florida DC4ANE1983 on ,�:�...... �+�' do ument2020.This does not serve as an electronically signed 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 NNEMO etc. ROOFING SYSTEMS EVALUATION: 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 7`h 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. . RP 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 Enti Examination Reference Date ERD(TST6049) ASTM D6163 S35860.05.12-1-R2 03/14/2013 ERD(TST6049) ASTM D1970 S44870.04.14-1 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 3B1AO.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-SOPC-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 MEMO ETC,LLC Evaluation Report 7215.06.14-R30 Certificate ojAuthorization#32455 7T"EDITION(2020)FBC NON-HVHZ EVALUATION FL17084-R10 RESISTO,a division of Soprema,Inc. Revision 10:12/16/2020 Page 2 of 4 ONEMOletc. 4.1 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 SA Cap FR GR ASTM D6163 I G OH Cap Ply BITUTAK MB SMOOTH ASTM D6222 I S MO BITUTAK MB MINERAL ASTM D6222 I G MO 5. 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 1512 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 7215.06.14-1110 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 NMEMO I etc. 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 WDi, 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 61620-3. 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. INSTALLATION: RESISTO Modified Bitumen Roof Systems shall be installed in accordance with RESISTO published installation instructions,subject to the Limitations/Conditions of Use noted herein. 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;(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 of Soprema,Inc. Revision 10:12/16/2020 Page 4 of 4 ONEMOjetc. TABLE DECK APPLICATION TYPE DESCRIPTION PAGE SA 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 lE Wood New or Reroof(Tear-Off) E-2 Non-Insulated,Meth.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 SG 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. ;r 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. lr OMG OlyBond 5DO: Continuous 0.75 to 1-inch wide ribbons,max.12-inch o.c. 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 WDl,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. SO 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-R30 for FL17084-RlO Certificate of Authorization N32455 7-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 FRC 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 0-2,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 C350),with no proprietary additives,in accordance with procedures adopted by Miami-Dade RCCO(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 L81236 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 "MOP"x 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 VSTEMTYPE A�L-BONDED INSULATION,BONDED ROOF C QVER Base Insulation Layer Top Insulation Layer(s) Roof Cover(Note 15) System Deck MDP No. (Note 1) Type Attach Type Attach Primer Base Ply Ply Cap Ply (Psf) (Notes 6,7,8) (Notes 6,7,81 APA rated,7/I6 CAT,0.418 in., Min.1.5-inch RESISTOBOND, (Optional) RESISTOBOND, (Optional) (Optional) RESISTO BITUTAK MB SMOOTH W 1 Exposure 1 OSS,min.15/32" ACFoam 11,SOPRA- INSTA STIK or Additional INSTA STIK or RESISTO L BITUTAK MB B1236,self- or BITUTAK MB -52.5 APA rated plywood or nominal ISO s,H-Shield or OlyBond 500, layers(s)base OlyBond 500, EXTERIOR SMOOTH,torch- 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) (Optional) RESISTO BITUTAK MB SMOOTH W 2 Exposure 1 OSO,min.I5/32" ACFoam 11,SOPRA- INSTA STIK or Additional INSTA STIK or RESISTO BITUTAK MB LB1236,self- or BITUTAK MB -105.0 APA rated plywood or nominal 150 s,H-Shield or OlyBond 500, layers(s)base OlyBond 500,6" EXTERIOR SMOOTH,torch- 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-RIO for FL17094-RSO 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 2 of 6 ONEMOjetc. TABLE it:WOOD DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF) SYSTEM TYPE A-2: •ANCHOR SHEET,BONDED INSULATION,BONDED ROOF COVER System Anchor Sheet Base Insulation Layers) Top Insulation Layer Roof Cover(Note 15) MDP No. Noe 1 Type Fasteners Attach Type Attach Attach Primer Base PI PI Ca PI (psf) ( ) (Note 11) Yp (Notes 6,7,8) Type (Notes 6,7,81 Y Y R Y APA rated,7/16 8-inch o.c.at 4- 32 ga.,1-5/B- CAT,0.418 In., inch wide side Min.1.5-inch (Optional) (Optional) BITUTAK MB Exposure 1 OSB, inch diameter laps and 8-inch ACFoam II, RES A STIK or Additional RES A STIK or (Optional) RESIST, BITUTAK MB SMOOTH or tin caps with INSTA STIK or INSTA STIK or RFSISTO L81236, W-3. min.15/32"APA SA Nail Base o.c.at three(3) SOPRA-I50 s, layers(s) SMOOTH, BITUTAK MB -30.0• 12 ga. OlyBoC. SOD, OlyOond 500, EXTERIOR self- ratedplywood equally spaced H-Shield or base torch- MINERAL, or nominal 1' annular ring rows in the center SOPRA-ISO r 12"o.e. insulation 12"o.c PRIMER adhering applied torch-applied T&G wood plank shank nails of the sheet APA rated,7/26 32 ga.,1-5/8- 6-Inch o.c.at 4- CAT,0.4381n., inch diameter inch wide side Min.1.5-inch (Optional) (Optional)) BITUTAK MB (Optional) RESISTO Exposure 1 OSB, laps and 6-inch ACFoam II, Additional BITUTAK MB SMOOTH or tin caps with INSTA'STIK,12' INSTA STIK,12" EXTERIOR self- , W-4. min.15/32"APA RESISTOFLEX o.c.at three(3) SOPRA-ISO s, layers(s) SMOOTH, BITUTAK MB -37.5• 12 ga. O.C. O.C. EXTERIOR self- MINERAL, rated plywood equally spaced H-Shield or base torth- 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 6-inch o.c.at 4 32 ga.,1-5/8- CAT,0.418 in., inch wide side Min.1.5-inch (Optional) (Optional) BITUTAK MB Inch diameter (Optional) RESIST, Exposure 1 OSB, laps and 6-inch ACFoam II, Additional BITUTAK MB SMOOTH or tin caps with INSTA STIK,6' INSTASTIK,6" RESISTO LB1236, W-5. min.15/32"APA RESISTOFLEX o.c.at four(4) SOPRA-ISO s, layers(s) SMOOTH, BITUTAK MB -75.0 12 ga. O.C. O.C. EXTERIOR self- 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 I shank nails of the sheet e•e eCONSTRUCTION, •ee • • ATTACHEDSYSTEMTYPEC-1.,MECHANICALLY INSULATION,BONDED ROO Top Insulation Layer Roof Cover(Note 25) 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 a12 DP (Optional) (Optional)One or more Min.1.5-inch ACFoam II, APA rated Fasteners with 1 per 1.6 RESISTOTSA Smooth ly ffGR or SA Cap FR plywood at max. layers,anySOPRA-ISO s,H-Shield, Soprema 3"Metal it, EXTERIOR0 None -67.5 24-Inch spans combinati ose laid SOPRA-ISO r Insulation Plates PRIMER Min.15/32-Inch Soprema Nl2 DP (Optional) (Optional) � (Optional)One or more Min.1.5-inch ACFoam II, RESISTO B B SMOOTH APA rated Fasteners with 1 per 1.6 RESIST, BITUTAK MB W-7. layers,any SOPRA-ISO s,H-Shield, r L81236,self- or BITUTAK MB -67.5 plywood at max. Soprema 3"Metal ft EXTERIOR SMOOTH,torch- 24-inch spans combination,loose laid SOPRA-ISO r Insulation Plates PRIMER adhering applied MINERAL,torch-applied MEMO ETC,LLC Evaluation Report 7215.06.14-R10 for FL17084-RIO Certificate of Authorization N32455 Iry 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 3 of 6 ) ONEMOletc. TABLE • WOOD DECKS— ••e sRECOVER SYSTEM TYPE D-2:INSULATED,MECHANICALLY ATTACHED BAsESHEET,BONDEDROOFtOVER (Note Base Sheet Roof Cover(Note 15) MDP System Deck(Note 1)- Insulation Layer(s) Fasteners No. (Note 331 Type _ Attach Base Ply Ply Cap Ply IPsfl (Note 11) APA rated,7/16 CAT,0.418 (Optional) One or more layers,min. Trufast 812 DP with 8-inch o.c at the 4-inch laps BITUTAK MB SMOOTH W-8. Trufast 3"Metal and 8-inch o.c.at three(3), in.,Exposure 1 OSS,min. SA Nail RESISTO L81236, BITUTAK MB or BITUTAK MB -82.5 1-inch,any combination, 15/32"APA rated plywood or Base self-adhering SMOOTH,torch- nominal 1"T&G wood plank loose-laid Insulation Plates equally spaced center rows applied MINERAL,torch-applied APA rated,7/16 CAT,0.418 (Optional) (Optional) One or more layers,min. Trufast p12 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. 1-inch,any combination, Trufast 3"Metal and 8-Inch o.c at three(3), or BITUTAK MB -120.0 15/32"APA rated plywood or SOPRA-G SMOOTH,torch- SMOOTH,torch- nominal I"T&G wood plank loose-laid Insulation Plates equally spaced center rows applied applied MINERAL,Larch-applied TABLE IE:WOOD DE CKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF) • • MECHANICALLYATTACHED: BONDED ROOCOVER Base Sheet Roof Cover(Note 15) System Deck(Note 1) 'Fasteners Primer MOP No. Base Attach Base Ply Primer Ply Cap Ply (P ) (Note 13) 8-inch o.c.at 4-Inch wide 32ga.,ertin capnchs (Optional) APA rated,7/16 CAT, side laps and 8-inch o.c.at RESISTO BITUTAK MB SMOOTH or SA Nail 12 ga. annul caps with BITUTAK MB W-10. 0.416 in.,Exposure 1 three(3)equally spaced None L01236,self- None BITUTAK MB MINERAL,torch- -30.0' Base 12 ga.annular ring SMOOTH,torch- OSB shank nails rows in the center of the adhering applied applied sheet SOPRA-G 32 ga.,1-5/8-inch 6-inch o.c.at the 4-inch Min.7/16-inch O58 or 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.,1-5/84nch 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. rated plywood SOPRA-G 11 ga.annular ring three(3),equally spaced, EXTERIOR SA Base EXTERIOR None SA Cap GR or SA Cap FR GR -37.5 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 raps 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 RESISTO (Optional) BITUTAK MB SMOOTH or W-14. Min.15/32-inch APA SA Nail diameter tin caps with laps and 8-inch o.c.at BITUTAK MB rated plywood Base 11 ga.annular ring three(3),equally spaced, None LdherinB1236,self- None SMOOTH,torch- BITUTAK MB MINERAL,torch- -45.0 shank nails staggered center rows adhering applied applied it NEMO ETC,LLC Evaluation Report 7215.06.14-R10 for FL17084-RIO Certificate of Authorization#32455 791 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 i ONEMOletc. TABLE 1E'WOOD r CONSTRUCTION •ee e NON-INSULATED, MECHANICALLY ATTACHED SON r D 190OF COVER Base Sheet Roof Cover(Note 15) System MOP Deck Note 1 ( ) Fastener Primer 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 BITUTAK MB SMOOTH or W-16. Min.15/32-inch APA SA Nail diameter tin caps with laps and 6-inch o.c.at four None ,self- None BITUTAK MB BITUTAK MB MINERAL,torch- -52.5 rated plywood Base 12 ga.annular ring (4),equally spaced, a 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" None 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" one wood Base 11 ga.annular ring three(3),equally spaced None adheri,Belt- None SMOOTH,torch- BITUTAK MB MINERAL,torch- -60.0 plank shank nails center rows adhering applied applied APA rated,7116 CAT, GAP 0.418 in.,Exposure 1 Organic 6-inch o.c.at the 3-inch (Optional) (Optional) 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 None None BITUTAK MB MINERAL,torch- -60.0 Fastener three rows equally spaced SMOOTH, SMOOTH,torch- lied plywood (h43) inch APA rated Sheet center rows torch-applied applied aPP• 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 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 LB1236,self- None SMOOTH,torch- BITUTAK MB MINERAL,torch- -90.0 plank shank roofing nails center rows adhering applied Iapplied 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 tour (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 RESISTO (Optional) 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 adheri,self- None SMOOTH,torch- BITUTAK MB MINERAL,torch- -105.0 plank shank roofing nails rows adhering applied applied t MEMO ETC,LLC Evaluation Report 7215.06.14-R10 for FL17094-R30 Certificate ofAutharization d32455 7'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 ,R NEMo etc. ... . BONDED.ROOF COVER System Base Sheet Roof Cover(Note 15) Deck(Note 11 Fastener Primer MDP No. Base Attach Base Ply Primer Ply Cap Ply (Psfl (Note 1]) 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"7&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) rated 1 Trufast#12 DP with 8-inch o.c,at the 4-inch laps RESISTO BITUTAK MB SMOOTH or plywood or SA Nail BITUTAK MB W 25. nominal 1"T&G wood Base Trufast 3"Metal and flinch spaced at three rows None adhering ,self- None SMOOTH,torch- BITUTAK MB MINERAL,torch- -127.5 plank insulation Plates equally spaced center rows adhering applied applied SYSTEM TYPE F:NOWINSULATED,BONDED ROOF System Deck(Notes 1&22) Primer Roof[over(Note 15) MDP(psf) No. Base Ply Primer Ply Cap Ply W 26 Min.7/16-inch APA rated OSB or min. RESISTO EXTERIOR SA Base RESISTO EXTERIOR None SA Cap GR or SA Cap FR GR -45.0 15/32-Inch APA rated 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 W29' None 105B pl ywood min.15/32"APA rated ywood EXTERIOR PRIMER self-adhering SMOOTH,[arch-applied MINERAL,torch-applied -97.5 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, (Optional)BITUTAK MB BITUTAK MB SMOOTH or BITUTAK MB W-32. Nominal 1"T&G wood plank None EXTERIOR PRIMER self-adhering SMOOTH,torch-applied MINERAL,torch-applied -135.0 MEMO ETC,LLC Evaluation Report 7215.06.14-R10 for FL17094-R10 Certificate of Authorization A32455 7TM 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 6 of 6