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HomeMy WebLinkAboutProduct Approval RECEIVED FEB 2 3 2021 EVALUATION REPORT OF Permitting L apartment UNION CORRUGATING COMPANY St. Lucie County `26 GA. 5V PANEL' FLORIDA BUILDING CODE 7TH EDITION(2020) File Copy FLORIDA PRODUCT APPROVAL FL 20484.1-R2 �P o, -MrIg ROOFING REVIEWED FOR METAL ROOFING CODE COMPLIANCE ST. L CIE COUNTY BOCCE Prepared For: Union Corrugating Company 701 S. King St. Fayetteville,NC 28301 Telephone: (910) 483-0479 Fax: (910) 483-1091 Prepared By: Bala Sockalingam,Ph.D.,P.E. Florida Professional Engineer#62240 1216 N Lansing Ave.,Suite C Tulsa, OK 74106 Telephone: (918) 492-5992 FAX: (866) 366-1543 This report consists of Evaluation Report(3 Pages including cover) Installation Details (1 Page) G1'( /,V Load Span Table (1 Page) v �C°•� 622 N o 40 Report No. C2401-1 "`�`' Date: 10.10.2020 ��° '� �?t°' •+' 1 Q, Q.7.2—PrLEy FL 20484.1-R2 C2401-1 10.10.2020 Page 2 of 3 Manufacturer: Union Corrugating Company Product Name: 5V Panel Panel Description: 24" wide coverage with(5) 1/2" high ribs Materials: Minimum 26 ga., 80 ksi steel. Galvanized coated steel (ASTM A653) or Galvalume coated steel (ASTM A792) or painted steel (ASTM A755). Corrosion resistant as per FBC 2020 Section 1507.4.3. Deck Description: Min. 15/32" thick APA rated plywood or min. 3/a" thick wood plank (min SG of 0.42) for new and existing constructions. Designed by others and installed as per FBC 2020. New Underlayment: Minimum underlayment as per FBC 2020 Section 1507.4.5.1. Required for new construction. Existing Underlayment: One layer of asphalt shingles over one layer of#30 felt. For reroofing (Optional) construction only. Slope: 1/2:12 or greater in accordance with FBC 2020 Section 1507.4.2 Design Uplift Pressure: 71.0 psf at fastener spacing of 24" o.c. (Factor of Safety=2) 169.0 psf at fastener spacing of 6" o.c. Panel Attachment: #10-15 x 2" long wood screw with washer. Fasteners are corrosion resistant as.per FBC 2020 Section 1507.4.4. At interior max 12" o.c. across panel width through panel rib At panel ends max 6" o.c. across panel width through panel flat and rib Minimum fastener length of 1.5" for new construction. For existing construction, fastener shall be of sufficient length to penetrate through the deck a minimum of 3/8". Test Standards: Roof assembly tested in accordance with UL580-06 `Uplift Resistance of Roof Assemblies' & UL1897-04 `Uplift Tests for Roof Covering Systems'. Test Equivalency: The test procedures in UL 1897-04 comply with test procedures prescribed in UL 1897-12. Code Compliance: The product described herein has demonstrated compliance with FBC 2020 Section 1507.4. Product Limitations: Design wind loads shall be determined for each project in accordance with FBC 2020 Section 1609 or ASCE 7-16 using allowable stress FL 20484.1-R2 C2401-1 10.10.2020 Page 3 of 3 design. The maximum fastener spacing listed herein shall not be exceeded. The design pressure for reduced fastener spacing may be computed using rational analysis prepared by a Florida Professional Engineer or based on Union load span table. This evaluation report is not applicable in High Velocity Hurricane Zone. Refer to current NOA for use of this product in High Velocity Hurricane Zone. Fire classification is not within scope of this Evaluation Report. Refer to FBC 2020 Section 1505 and current approved roofing materials directory or ASTM E108/UL790 report from an accredited laboratory for fire ratings of this product. Supporting Documents: UL580 &UL1897 Test Reports Farabaugh Engineering and Testing Inc. Project No. T197-16,Reporting Date 5/12/16 DR�MN Dv: CHEC[[D ev: PANEL OVERLAP ea rwr: arc 3/3J/16 NEW UNDERLAYMENT PANEL FASTENER ROOF PANEL SEE DETAIL 2 SEE DETAIL 1 SPACING PER ALLOWABLE UPLIFT LOAD TABLE II II � D EXISTING UNDERLAYMENT EXISTING SHINGLES DI DECK ATTACHMENT AND PLYWOOD D (OPTIONAL) (OPTIONAL) SUPPORTS MUST BE 15/32" THICK (MIN.) DESIGNED AND INSTALLED BY OTHERS W MIN. 2X_ WOOD RAFTER/JOIST/ TRUSS AT MAX. 24" O.C. TYPICAL PANEL INSTALLATION X—SECTION 0 wo Z #10-15 X 2" LONG WOOD Q ou SCREW WITH WASHER LDz zw 0 Y�v MIN 26 GA. PANEL U uiw o NEW UNDERLAYMENT z -r rn 2: �aw EXISTING SHINGLES (OPTIONAL) 4i ^ a T EXISTING UNDERLAYMENT J PLYWOOD c (OPTIONAL) 15/32" THICK (MIN.) J a e DETAIL 1 W W GENERAL NOTES: 1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE #10-15 X 2" LONG WOOD FLORIDA BUILDING CODE (FBC). 'p �zm SCREW WITH WASHER 2. ROOF PANELS SHALL BE MINIMUM 26 GA. EFFECTIVE COVERING WIDTH OF <N PANEL = 24". 3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS U� MIN 26 GA. PANEL SPECIFIED ON THIS DRAWING. NEW UNDERLAYMENT 4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS ARE GREATER THAN THE ALLOWABLE WIND LOAD TABLE. 5. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM EXISTING SHINGLES REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL. (OPTIONAL) 6. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. EXISTING UNDERLAYMENT PLYWOOD WING N0. V. (OPTIONAL) DETAIL 2 15/32" THICK (MIN.) C2401_� SHEET N0. OF UNION CORRUGATING COMPANY 5V Panel Uplift Loads (Mn 26 ga.) Description Fastener Spacing Allowable Uplift along Panel Length Load (in) (psf) Coverage width: 24" 6 169.0 8 158.1 Panel Fasteners 10 147.2 _ #10-15 hex head screws with 12 _ ._ 136.3 sealed washer 14 121.7 16 _ 106.5 Panel fasteners spaced at 12" _ _ 18 94.7 o.c. across panel width 20 85.2 through ribs. -- 22 ---- 77.5 -- 24 7L0 Notes: 1. The bold numbers indicate design loads calculated from test data with safety factor of 2. 2. Panels must be installed as per Evaluation Report FL 20484.1 and Union current installation procedure. ,s;yy2ae¢�esc No 62240 STATE OP °y 0 R 1216 N Lansing Ave.,Suite Cd Bala Sockalingam,Ph.D.,P.E. Tulsa,Ok 741.06 O `a 2G2p FL 62240 918 492 5992. ji•ile COPY RECEIVED � .FEB 2 3 2021 4E�I'EW"E'—DO'S artment NEW � etc. CODE COMPLIANCE �� �++Permitting D4p Certificate o®®E !�®IYt�����VES`.Ltici2Ccui�tl f Authorization#32455 353 Christian Street,Unit#13 ST. LUCIE COUNTY Oxford,CT06478 (203)262-9245 ENGINEER Vy T TEST CONSULT Soprema,Inc. Evaluation Report S18010.06.09-1119 1640 rue Haggerty FL2569-R21 Drummondville,Quebec J2C 5138 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 7'Edition(2020) Florida Building Code sections noted herein. DESCRIPT16N: 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 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 "NEIVIO I etc. Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 9. Prepared by: ST- Roobert J.M. Nieminen,P.E. F —' The facsimile seal appearing was authorized by Robert b ,, -: any:>f Florida Registration No.59166,Florida DCAANE1983 Y s^ip•;aL;;: Nieminen,P.E.on signed document. 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 NEMO ETC,LLC NNEMOletc. ROOFING COMPONENT EVALUATION: Is • Product Category: Roofing Sub-Category: Underlayment Compliance Statement: Soprema Roof Underlayments,as produced by Soprema,have demonstrated compliance with the following sections of the 711 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. .•R. 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 2019 1507.11.2/R905.11.2 Material standard ASTM D6163 2015 TAS 110 Accelerated Weathering ASTM D4798 2011 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-R1 04/25/2018 NEMO(TST6049) Wind Resistance 4-SOPC-18-003.08.18 08/27/2018 NEMO(TST6049) ASTM D4798/D1970(OH&MS) 4S-SOPC-18-002.05.19.A 05/31/2019 NEMO(TST6049) Tensile Adhesion/Long Term Aging 4p-DOW-I9-SSLAP-01.A.R2 02/10/2020 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 S38010.06.09-1119 Certificate of Authorization#32455 7T"EDITION(2020)FBC NON-HVHZ EVALUATION FL2569-R21 Soprema Roof Underlayments Revision 19:12/15/2020 Page 2 of 9 OMEMO etc. 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 self-adhering,glass-mat reinforced,film- Underlayment Wadsworth,OH surfaced,SBS modified bitumen roof underlayment 4.14 PrimeSource Grip-Rite ASTM D1970 Gulfport,MS self-adhering,glass-mat reinforced,film- Smooth Seal HT Wadsworth,OH surfaced,SBS modified bitumen roof underlayment 4.15 RESISTO LB1236 ASTM D1970 Drummondville,QC self-adhering,glass-mat reinforced,sand- Gulfport,MS surfaced,SBS modified bitumen roof Wadsworth,OH underlayment 4.16 TRI-BUILT Sand-R SA ASTM D1970 Drummondville,QC. self-adhering,glass-mat reinforced,sand- Shingle Underlayment Gulfport,MS surfaced,SBS modified bitumen roof Wadsworth,OH underlayment NEMO ETC,LLC Evaluation Report S38010.06.09-R39 Certificate of Authorization#32455 7TH EDITION(2020)FBC NON-HVHZ EVALUATION FL2569-R21 Soprema Roof Underlayments Revision 19:12/15/2020 Page 3 of 9 OMEMO etc. Product Material Plant(s) Description Standard 4.17 PrimeSource Grip-Rite ASTM D1970 Drummondville,QC self-adhering,glass-mat reinforced,sand- Eave&Valley Protector Gulfport,MS surfaced,SBS modified bitumen roof Wadsworth,OH underlayment 4.18 SRS TopShield ICE& ASTM D1970 Drummondville,QC self-adhering,glass-mat reinforced,sand- WATER DEFENDER Gulfport,MS surfaced,SBS modified bitumen roof Wadsworth,OH underlayment 4.19 RESISTO LB1244 ASTM D1970 Drummondville,QC self-adhering,glass-mat reinforced,sand- Gulfport,MS surfaced,SBS modified bitumen roof Wadsworth,OH underlayment 4.20 Colphene FR GR ASTM D6163 Gulfport,MS self-adhering,fiberglass reinforced,granule- Wadsworth,OH surfaced,SBS modified bitumen roof underlayment 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 Section: 1507.2 1507.3 3507.4&1507.5 1507.7 1507,8&1507.9 Asphalt Clay and Concrete Tile Metal Slate or Woad Shakes or Underlayment Mechanical Adhesive- Slate-Type Shingles Shingles Attach Set Panels Shingles Shingles g Lastobond TU HT,Tri-Built S/A HTTU Yes Yes Underla ment Yes Yes See 5.6.1 Yes Yes Yes (joint strips,1507.1.1.3/ Y 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 aoint strips,1507.1.1.3/ R905.1.1.3) Lastobond Eaves Protection Sheet, Yes Lastobond 195 Yes No No No No Yes (joint strips,1507.1.1.3/ R905.1.1.3) MEMO ETC,LLC Evaluation Report S18010.06.09-1119 Certificate of Authorization#32455 7TH EDITION(2020)FBC NON-HVHZ EVALUATION FL2569-R21 Soprema Roof Underlayments Revision 19:12/15/2020 Page 4 of 9 ONEMOjetc. TABLE 1:.ROOF COVER OPTIONS FBC Section: 1507.2 1507.3 1507.4&1507.5 1507.7 1507.8&1507.9 Clay and Concrete Tile Metal Slate or Asphalt Slate-Type Wood Shakes or Underlayment Shingles Mechanical Adhesive- Panels Shingles yp Shingles Attach Set Shingles Lastobond ECO,RESISTO LB1236,TRI- BUILT Sand-R SA Shingle Underlayment, Yes Grip-Rite Eave&Valley Protector, Yes No No No No Yes Goint strips,1507.1.1.3/ TopShield ICE&WATER DEFENDER, R905.1.1.3) RESISTO LB1244 Lastobond Smooth Seal HT,Tri-Built Yes Smooth HT S/A Underlayment,Grip-Rite Yes No No Yes Yes Yes Goint strips,1507.1.1.3/ Smooth Seal HT R905.1.1.3) Yes Colphene FR GR Yes Yes No No No Yes Goint 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 Bond—Roof Tile Adhesive' FL22525 HT TU Underlayment ICP Adhesives and Sealants"Polyset®AH-160" FL6332 5.7 Allowable Substrates: TABLE 2: SUBSTRATE OPTIONS FOR ADHERED'UNDERLAYMENTS 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 19S, 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 sheathing ASTM D41 structural concrete Colphene FR GR self- (Optional)Elastocol Dens Deck Prime or SECU ROCK Gypsum- adhering Insulation Stick Zero Fiber Roof Board [Base Sheet (Optional)Elastocol ASTM D226,Type II felt or Modified Sopra- Stick Zero G 'Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. NEMO ETC,LLC Evaluation Report S18030.06.09-1119 certificate of Authorization#32455 7T14 EDITION(2020)FBC NON-HVHZ EVALUATION FL2569-R21 Soprema Roof Underlayments Revision 19:12/15/2020 Page 5 of 9 OMEMO I etc. TABLE 2: SUBSTRATE OPTIONS FOR ADHERED UNDERLAYMENTS _ Substrates(designed to meet wind loads for project) Underlayment Application Type Primer Material(s) Lastobond TU HT,Tri-Built S/A HT TU Underlayment,RESISTO LB1236,TRI-BUILT Sand-R SA Existing sand-surfaced,glass-fiber surfaced, Shingle Underlayment,Grip-Rite self- Existing RESISTO EXTERIOR mineral-surfaced or film-surfaced roof Eave&Valley Protector or adhering substrate PRIMER 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 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: (Optional)Elastocol Stick,Elastocol Stick Zero or RESISTO EXTERIOR PRIMER Underlayment: Lastobond TU HT,Tri-Built S/A HT TU Underlayment,self-adhered. #2 Maximum Design Pressure=-67.5 psf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: Elastocol Stick Zero Underlayment: Lastobond TU HT,Tri-Built S/A HT TU Underlayment,self-adhered. MEMO ETC,LLC Evaluation Report S18030.06.09-1119 Certificate of Authorization#32455 7TH EDITION(2020)FBC NON-HVHZ EVALUATION F1.2569-1121 Soprema Roof Underlayments Revision 19:12/15/2020 Page 6 of 9 ON EMO I 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 attached 90 Underlayment or Grip-Rite Smooth Seal HT Lastobond TU HT,Tri-Built S/A HT TU Underlayment or Colphene FR GR Mechanically 180 attached NEMO ETC,LLC Evaluation Report S18030.06.09-1139 Certificate of Authorization#32455 7TH EDITION(2020)FBC NON-HVHZ EVALUATION FL2569-R21 Soprema Roof Underlayments Revision 19:12/15/2020 Page 7 of 9 ON EMO I 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, 6:12 followed by 8 tiles high on slope,as shown below) Lastobond TU HT,Tri Built S/A HT TU !. Underlayment Lugged r Y Colphene FR GR Flat Max.10-tile stack 5:12 Lugged Max.10-tile stack 6:12 Uaibw, 6.1 Soprema Roof Underlayments shall be installed in accordance with Soprema published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re-fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application,and prime the substrate (if applicable). 6.2.1 Installation of RESISTO 1_81236,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 uncle rlayments,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 L131236, TRI-BUILT Sand-R SA Shingle Underlayment, Grip-Rite Eave & Valley Protector,TopShield ICE&WATER DEFENDER,RESISTO LB1244 or Colphene FR GR: 6.3.1 Non-Tile Applications: Shall be installed in compliance with requirements for an approved self-adhering underlayment(ASTM D1970)in FBC 1507.1.1.1 or 1507.1.1.3 or FBC Residential R905.1.1.1 or R905.1.1.3 for the type of prepared roof covering to be installed,and the manufacturer's installation instructions. When installed over a mechanically attached base sheet of FBC Approved ASTM D226,Type II felt the base sheet shall be fastened in accordance with FBC 1507.1.1 or R905.1.1. NEMO ETC,LLC Evaluation Report S38030.06.09-R19 Certificate of Authorization#32455 7TH EDITION(2020)FBC NON-HVHZ EVALUATION FL2569-R21 Soprema Roof Underlayments Revision 19:12/15/2020 Page 8 of 9 NNEMOletc. 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. • As required by the Building Official or Authority Having Jurisdiction to properly evaluate the installation of this product. e. 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. e UL,LLC—QUA9625;(314)578-3406; k.chancellor@us.ul.com -END OF EVALUATION REPORT- NEW ETC,LLC Evaluation Report 518030.06.09-R39 Certificate of Authorization#31455 7T11 EDITION(2020)FBC NON-HVHZ EVALUATION FL2569-1121 Soprema Roof Underlayments Revision 19:12/15/2020 Page 9 of 9 RESISTO RECEIVED March 41h, 2020 FEB 2 3 2021 Permitting Department St. Lucie County To whom it may concern: This letter is to serve as confirmation of the following product approval for the Florida Building Code FL17084 for low slope roofing and FL2569 for steep slope underlayments as well as the Miami-Dade Notice of Acceptance No.: 15-1123.06. The RESISTO Lastobond Smooth Seal HT is manufactured by RESISTO, a division of Soprema Inc.,and is privately labeled under the following other brand name:TRI-BUILT Smooth HT S/A Underlayment. Should there be any further questions, please contact us directly. Sincerely, Matthew Rucinski Inside Sales &Technical Support Direct: (855)227-7850 mrucinski@resisto.us SOPRIEFAW RESISTO CH NK' DMBIGUM- a.-. �„